HomeMy WebLinkAbout4B - 1995 Capital ImprovmentsAGENDA NUMBER:
PREPARED BY:
SUBJECT:
DATE:
4 (b)
BRUCE LONEY, ASSISTANT CITY ENGINEER
CONSIDER APPROVAL OF A RESOLUTION ACCEPTING
FEASIBILITY STUDY AND CALLING FOR PUBLIC
HEARING ON 1995 IMPROVEMENT PROJECTS
DECEMBER 5, 1994
INTRODUCTION:
The purpose of this Agenda item is to consider approval of a
resolution which accepts the Feasibility Study and calls for public
hearings on the proposed projects.
BACKGROUND:
At the November 21, 1994, City Council meeting, staff presented a
ch'aft Feasibility Study of fifteen (15) projects and requested
Council dh'ection and input as to the number of projects and tax
levy impact Council would support. From the discussion, the
following projects were determined to be included in the final
Feasibility Study and are as follows:
1. Ridgemont Avenue sanitary sewer, water and street
improvement from north of TH. 13 to Rutledge Street.
Creekside Circle street improvement from T.H. 13 to end
terminus.
3. Street overlay project for streets in Titus Addition.
4. Construction of restrooms/storage in Memorial Park.
5. CSAH 18 from City limits to CSAH 42, City
improvements.
6. CSAH 44 from TH. 13 to east City limit line, City
improvements.
County Road 83 from County Road 82 to CSAH 42, City
improvements.
o
Construction of restrooms/shelter in Grainwood Crossing
Park.
In the attached Feasibility Report, there am three projects in which
all or a portion of the costs will be assessed to benefitting
properties. These projects are as follows:
4629 Dakota St. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
DISCUSSION:
Ridgemont Avenue from 300 feet north of T.H. 13 to
Rutledge Street. Improvement project consists of
reconstructing the existing pavement on Ridgemont
Avenue, and installing sanitary sewer and water to
properties along Ridgemont Avenue.
Street overlay/reconstruction of Creekside Circle from T.H.
13 north to end terminus. Project consists of replacing the
existing street pavement.
Street overlay of existing bituminous pavements on
Martindale Street, Henning Circle and Hickory Avenue.
In the Titus Addition street overlay improvement project, the
assessments have been calculated using the front footage method
and the unit assessment method. The front footage method is
required per City Code. Staff recommends that a unit assessment
be considered as the improvement benefits the properties in Titus
Addition to the same degree and the parcels are similar in size but
have irregular shapes. Staff will present an ordiance change in the
Street Overlay Assessment Policy to provide Council the flexibility
in utilizing either method.
Also included in the Feasibility RepOrt are other City projects in
which project Ad Valorem financing can be leverage against the
429 Assessment Bond. These projects included the following:
Construction of restrooms/storage beneath the grandstand
in Memorial Park.
CSAH 18 from the north City limits to CSAH 42, the City
cost share of improvement.
o
CSAH 44 from T.H. 13 to east City limit line, the City cost
share of improvement.
County Road 83 from County Road 82 to CSAH 42, the
City cost share of the park trails for the improvement.
Construction of restrooms/shelter in Grainwood Crossing
Park.
The projects in the Feasibility Report were divided into two areas.
One for the City's consulting engineer and the remainder for City
Staff. The two reports were consolidated so that the Council can
determine at once the effect of all projects.
The attached report indicates the estimated City costs for each
project, along with preliminary assessment estimates. At the end
of the Feasibility Report, page 9, a project financing summary is
included to show project cost splits. The total project cost of the
eight (8) projects is $1,297,968.00.
2
Financing of this project cost is as follows:
1.) Assessments ...................................... $ 310,376.00
2.) Tax Levy ........................................... $ 834,910.16
3.) Trunk Reserve .................................. $ 112,682.00
4.) Collector Street Fund ........................ $ 20,000.00
5.) Capital Park Fund ............................. $ 20,000.00
Project Cost Total ............................ $ 1,297,968.00
The tax levy of $834,910.00 would result in an annual increase of
taxes of $27.21 on an average Prior Lake home with a $120,000.00
market value. The tax increase would be over a ten year period
unadjusted for future valuation growth. This would equate to a
property tax increase based upon the 1994 property tax statements
of 4.0%.
With a 429 Special Assessment Improvement Bond, at least 20%
of the bond issue must be assessed per State Statute. In the
Feasibility Study the percent assessed is $310,376.00 divided by
$1,145,286.00 or 27%. Bond Counsels usually recommend 25% to
ensure that the 20% assessed amount is met. It may be prudent to
consider writing down a share of tax levy costs by other funds if in
the event, it is anticipated that assessment appeals may occur at the
time of the Public Hearing prior to bonding.
With the 429 Special Assessment projects, if the Council approves
the Feasibility Report, Public Hearings must be conducted on the
proposed improvements prior to implementing projects. Staff
would also conduct Informational Meetings prior to the Public
Hearings.
ALTERNATIVES:
The alternatives are as follows:
Approve a Resolution receiving the Feasibility Report and
establish Public Hearing dates as per Resolution and as
amended by the Council.
Table this item for a specific reason.
Deny this item for a specific reason.
RECOMMENDATION:
Staff recommends that the Council accept the Feasibility Study for
the 1995 projects and establish the Public Hearing dates as listed in
the Resolution. Approval of the Feasibility Study at this time does
not grant final approval of any project.
ACTION REQUIRED:
Make a motion to approve a Resolution receiving the Feasibility
Report and establish Public Hearing dates per the Resolution and
as amended by the Council.
FINANCIAL IMPACT:
Project financing summary is provided on page 9 of the Feasibility
Study. A summary of the tax levy impacts is provided as a part of
the agenda write up.
PR~IJMINARY REPORT AND F_~TIMATE OF COST
FOR ~ CITY OF PRIOR LAKE
ON 1995 PUBLIC IMPRO~ PROJECTS
SANITARY SEWER, WATERMAIN, STORM SEWER,
GRADING, CURBING, WALKS, STREET PAVING,
AND APPURTENANT WORK
NOVEb~ER 15, 1994
I hereby certify that this Feasibility Study was written by me or under my direct supervision and
that I am a duly registered Professional Engineer under the laws of the State of Minnesota.
Terry-J. Maut~/~z/, i:/.E'. - -
Reg. No. 15316
Date
Prepared by: Cindy Blanski, Staff Engineer
FEA~I 0'2.045 102-045-10
PRELIMINARY REPORT AND ESTIMATE OF COST
FOR THE
CITY OF PRIOR LAKE
ON 1995 PUBLIC IMPROVE1M~NT PROJECTS
GRADING, SANITARY SEWER, WATERMAIN, STORM SEWER,
CURBING, WALKS, STREET PAVING,
AND APPURTENANT WORK
NOVEMBER 15, 1994
TYPE OF WORK
The improvements proposed for construction during 1995 include sanitary sewer,
watermain, storm sewer, sidewalk, bikepath, bituminous overlayment, and street
reconstruction, including grading, concrete curb and gutter, and boulevard restoration.
The proposed project locations within the city limits of Prior Lake are shown by Exhibit 1.
Areas 1 and 2 had been included previously in the 1994 Capital Improvement Report,
dated January 3, 1994. A brief description of the improvements shown by Exhibit 1 is as
follows:
AR~A 1 - R|rl~_mont Av~nn~_
Ridgemont Avenue from the existing concrete curb and gutter to Rutledge Street, including
sanitary sewer, watermain, storm sewer, grading, aggregate base, concrete curb and
gutter, concrete sidewalk, bituminous surfacing, and appurtenant work.
AREA 2 - C_r~k.¢ida Circle_
Street reconstruction of Creekside Circle, including grading, aggregate base, storm sewer,
concrete curb and gutter, bituminous surfacing, and appurtenant work.
AREA 3 - Tit~t~ Addition
Bituminous resurfacing of Martindale Drive, Henning Circle, and Hickory Lane within the
Titus Subdivision. In addition, work includes the reconstruction of Martindale at Pike
Lake Trail, including grading, aggregate base, bituminous curb, bituminous surfacing and
appurtenant work.
LOCATION OF THE PROJECTS
The eight projects shown by Exhibit 1 are located in the following areas:
Revised 11/21/94
FEAS-102.045 -2- 1(Y2-045-I0
AR~A 1 -Ritt~_mnnt Av~_mz~
Ridgemont Avenue from approximately 300 feet north of Trunk Highway 13 to Rufledge
Street within the following subdivisions:
The Oak.q
Edwards 1st Addition
Hannen 2nd and 3rd Addition
Widerstrom 1st Addition
Mitchell pond
Calvin Erbele's 1st Addition
In Sections 35 and 36, Township 115 north, Range 22 west, Scott County, Minnesota.
AR~A 2 = C.r~ic~irl~_ Circle_
Creekside Circle from Trunk Highway 13 to the cul-de-sac within Jo-Anna Stepka 1-Ii-
View 3rd Addition in Section 2, Township 114 north, Range 22 west, Scott County,
Minnesota.
AR~A 3 -Tit~t~ A&dltlnn
Martindale Drive from Pike Lake Trail to end terminus; Henning Circle from Martindale
Drive to cul-de-sac; Hickory Lane from Martindale Drive to end terminus; within Titus
First Addition in Section 23, Township 115 north, range 22 west, Scott County,
Minnesota.
112I. DESCRnYFION OF PROJECT
Project descriptions for the various areas are as follows:
AREA 1 -Rirlg~_mnnt Av~n.~
Currently, Ridgemont Avenue is the only access to quite a few residential platted areas.
It is proposed that Ridgemont Avenue be reconstructed from the existing concrete curb and
gutter north to Rutledge Street as shown by Exhibit 2. Ridgemont Avenue has been
patched in numerous locations and has extensive cracks. The portion of road proposed for
improvement does not have concrete curb and gutter. Reconstruction of the existing road
to an urban section with concrete curb and gutter and minor storm sewer improvements
is proposed. The typical street section is shown by Exhibit 3.
Street reconstruction provides the opportunity to extend a lateral sanitary sewer line south
in order to provide service to the existing homes on the east side of Ridgemont and
undeveloped parcels. In addition, the watermain will be extended south also. The
proposed utility improvements are shown by Exhibit 4.
R~vise~l 11/21/94
FF_~S- 102.045 -3- 1024)45-10
The project consists of 3,200 linear feet of concrete curb and gutter, 1,600 linear feet of
bituminous surfacing and 900 feet of sanitary sewer and watermaln. The Ridgemont
Avenue project is a hold-over from the 1994 Capitol Improvement project and will be
assessed to the benefitting property owners and included in the 429 bond issue.
ARF~A 2 - ~r~.k~id~_ ~ireln
Creek.side Circle is shown by Exhibit 5. The pavement on this street has pot holes and has
been patched in several locations. There is extensive alligator cracking. Currently,
stormwater runoff is conveyed by existing ditches to the cul-de-sac where a catch basin
collects the runoff and discharges it to the creek. The north end of the road has a
bituminous berm that will be replaced with concrete curb and gutter. Other improvements
include street reconstruction with new bituminous surfacing and storm sewer
improvements. The proposed typical sections consist of both an urban and rural section
as shown by Exhibit 6. The rural portion will remain as is in order to maintain adequate
cover over the existing watermaln. This project consists of approximately 800 linear feet
of concrete curb and gutter and 1,100 linear feet of bituminous surfacing. This project is
also a hold-over from the 1994 Capitol Improvement project and will be assessed to the
benefitting property owners and included in the 429 bond issue.
ARF~A 3 - Ti~,a Addition
The properties within the Titus 1 st Addition have wells and individual septic systems. It
is not anticipated that City sewer and water will be extended to the area for at least 20
years. The streets have extensive cracking and have had several large areas patched. The
streets have a bituminous berm and storm sewer. Exhibit 7 shows the streets within Titus
1st Addition proposed for improvements, which includes milling the existing bituminous,
blending it with existing base, and placing a 1.5' overlay. Martindale Drive will be
reconstructed at Pike Iake Trail in order to improve the vertical curve at the intersection.
This is currently very steep. In addition, areas with severe cracking will have the
pavement removed and patched prior to the overlay. The project consists of resurfacing
approximately 3,000 linear feet of street and reconstruction of 100 l/near feet. The typical
sections are shown by Exhibit 8. Benefitting property owners will be assessed, and the
City portion of the project costs included in the 429 bond issue.
IV. FEASIBILITY
From an engineering standpoint, these projects are feasible, independent of each other, and
can be accomplished as proposed, and not in conjunction with each other or any other
project.
Revised I I~1/94
FF. ASq 02.045 4- 102-045-I0
ESTIMATED COST
The following costs were prepared based upon an Engineer's Estimate and are subject to
change, depending on the final design of the project, bids received, and actual work
performed. The method of assessment and rate will be determined at the Assessment
Hearing.
The estimated project cost for each project is for the installation of associated
improvements and includes indirect project costs. Project costs in Areas 1-3 include
special assessments.
AREA 1 -Rid~mont
Ridgemont Avenue from approximately 300 feet north of Trunk Highway 13 to Rufledge
Street:
Street $165,700
Storm Sewer 5,800
Sanitary Sewer 33,800
Watermain
Subtotal $226,700
Indirect Costs (30%) 6R ooo
TOTAL PROJECT COST
$294,700
AREA 2 - Crm~k~ide Circle
Creekside circle from Trunk Highway 13 to the cul-de-sac:
Street
Storm Sewer
Subtotal
Indirect Costs (30%)
$106,500
$119,900
TOTAL PROJECT COST
$155,900
AREA 3 = Til~,~ Addition
Martindale Drive, Henning Circle, and Hickory Lane:
Street
Store Sewer
Subtotal
Indirect Costs (30%)
$91,200
$96,100
TOTAL PROJECT COST
$124,900
Re~k~.d 11/21/94
~102.045 -5- 1024)45-10
PROPERTY TO BE ASSESSED
The area proposed to be assessed is every lot, piece, and parcel benefitting from said
improvement, whether abutting or not, within the following described areas.
AREA 1 -Rid~pmont Av~_nne
The south half of Sections 35 and 36, Township 115 north, Range 22 west, Scott County,
Specific property descriptions included in the above described area, but not inclusive, are
as follows:
R.L.S. No. 13, Tract E
Hannen 2nd Addition, Lot 1
Mitchell Pond, Lots 1-3, Block 2
Calvin Erbele's 1st Addition, Lot 1
Edwards 1st Addition, Lot 2, Block 1
The Oaks, LOts 1-3, Block 1
Unplatted property south of Hannen 2nd Addition adjacent to Ridgemont Avenue.
AREA 2 - C. ree_kqld~_ Circle
The south half of Section 2, Township 114 north, Range 22 west, Scott County,
Minnesota.
Specific property descriptions included in the above described area, but not exclusive, are
as follows:
Property abutting Creekside Circle including Lots 1-16 of the area known and platted as
Jo-Anna Stepka Hi-View 3rd, and the properties south of Lot 16 and LOt 2.
AREA 3 - Tih~ Addition
The north half of Section 23, Township 115, north, range 22 west, Scott County,
Specific property descriptions included in the above described area, but not exclusive, are
as follows:
Property abutting Martindale Drive, Henning Circle, and Hickory Lane in Blocks 1, 2,
and 3, and outlot B, within the area known and platted as Titus 1st Addition.
Rcvi~d 11/21/94
FF_.A~102.045 -6- 102-045-10
VIII. ESTIMATED ASSESS1M~NTS
The improvement cost will be assessed on aa adjusted front footage basis and unit basis
to the benefitting properties as per the Assezsment Policy adopted by the City Council on
February 21, 1989, and mended on February 5, 1990.
ARF~A I -Rid_oomont Avem~
Total Project Cost
$294,700
Project Assessment (100%-S, W, & Streets)
Project Assessment (60 % - Street Only)
Project Tax Levy (40% - Street Only)
213,207
48,903
32,590
For gtreet W'h~r~_ go_wo_r and Wator Will R~ Ex~o_nd~.d
Project Assessment (100% - Sewer, Water, & Streets)
Project Assessable Front Footage
$213,207
· 1,824 FF
Street and Storm Sewer Project Cost - $222,950
Assessment Rate ($222,950/2,875 FF)
77.55/FF
Sanitary Sewer Project Cost - $43,940
Assessment Rate ($43,940/1,824 Fl:)
24.09/FF
Watermain Project Cost- $27,820
Assessment Rate ($27,820/1,824 IF)
Total Assessment (Sewer,Water, and Streets) $116.89/FF
For gtroot Where_ g~wer and Water E~d~t
Project Assessment (60% - Street Only)
Project Assessable Front Footage
Project Assessment Rate
$48,903
1,051 FF
$46.53fFF
Note: Front footage includes 964 FF for Lake Front Park which is adjacent to Ridgemont
Avenue. The resulting City cost is 964 FF x $116.89 = $112,682 and is included under
the trunk reserve colum in the Project Financing Summary. In addition, a Trunk Charge
for Trunk Sanitary Sewer and Watermain will be assessed based on property acreage:
Trunk System Acreage Charge for 1994
$3,000/Acre
Revigd 11/21/94
-7- 102-045-10
AR]q',A 2 -
Total Project Cost
Project Assessment (60%)
Project Tax Levy
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
AREA 3 - Tit~,.~ Addltlnn
Total Project Cost
Project Assessment (60%)
Project Tax Levy
Front Footage Method
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
Unit Assessment Method
Project Assessment
Project Units
Project Unit Assessment
$155,900
93,540
62,360
93,540
2,609 FF
$35.85/FF
$124,900
74,940
49,960
74,940
6,894 FF
$10.87/FF
74,940
32
$2,341.87/Unit
R~vi~i 11/30/94
FSASq0'2.04S -8- ~m-o4s-~o
PRO~T~.I~.T FINANC_TN~ ~TTMMAR¥
Project Assessments Tax Capital Trunic Collector Storm Project
A~ea Levy Park Reserve Street Water To~al
Fund Fund Utility
Fund
1. Ridgemont Ave.
Street Only 88,915 *134,035 m ~ -- 222,950
Street, Sewer
Water 141~896 32,590 -- 112~682 m 287~ 168
2. Creekside m m __
Circle 93,540 62,360 155~900
3. Titus ~ ~ ~
Subdivision 74,940 49,960 124~900
4. Memorial Park ....
5. CSAH 18 ~ 60,000 ~ 60~000
6. CSAH 44 -- 550,000 ~ 550~000
7. CSAH 83 ~ 20,000 20,000 ~ 40,000
8. Gralnwood
Shelter ~
Crossin~ Park 15,000 15,000
TOTAL *~10,376 *'834,910 20,000 112,682 20,000 -0- *'1,297,968
429 BOND TOTAL (Assessments and Tax Lev~) 1,145,286
429 Bond must be assessed at a minimum of 20% of the bond mount. (310,376)/(1,145,286) = 27 %
* Includes City assessment for 964 FF adjacent to Ridgemont Avenue.
** The street, sewer, and watermain option for Ridgemom Avenue was used in these totals.
R~vi.~t 11/21/94
z
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RUTI.EDGE ST
EXIST1NG STORM SEWER--~
EXISTING ~
PROPOSED 15"RCP --~//~
PROPOSED 12"RCP-J/
PROPOSED C.B.'S ---/
HOPE ST,
Z
O
PL023EX
0 30C
STORM SEWER ~
STREET IMPROVEMENTS
RIDGEMONT AVE.
STREET IMPROVEMENTS
; o ( O EXISTING STORM SEWER
~---~ PROP. STORM SEWER
66'
'i
2.00~_._.__. 1 ,~"
1 1/2" TYPE 4.1A BITUMINOUS WEAR COURSE
TACK COAT
3" TYPE 318 BITUMINOUS BASE COURSE
6' CLASS 5 AGGREGATE BASE
~" SUBGRADE CORREC~ON
PLO23EX
7 TON DESIGN
RIDGEMONT AVE.
RUTLEDGE ST
EXISTING
6" WATERMAIN
EXISTING
8" SANITARY
~_~_,.~. HO?£ ST,.
Jl '
PLO25EX
EXISTING ~
PROPOSED
8"PVC SANITARY
o 3c.c
EXISTING SANITARY SEWER
PROP. SANITARY SEWER
EXISTING WATERMAIN
PROP. WATERMAIN
PROPOSED
6"DIP WATER
UTILITY IMPROVEMENTS
RIDGE~ AVE.
PROPOSED 18'RCP STORM
10
BEGIN B618
CURB AND GUTTER
END RURAL SECTION
CONSTRUC~ON
11
18" RCP
STORM SEWER
CREEK
PROPOSED
BEEHIVES IN DITCH
AND 18"RCP
STORM SEWER
15
15
BEGIN RURAL SECTION
CONSTRUCTION
EXISTING STORM SE'~.=.
PL027EX
PROP. STORM SEWER
PROPOSED CONSTRUCTION
CREEKSIDE CIRCLE
R(
E~S~NG
24' ~MD£ MAT .
EXISTING
i DITCH "J
- 1 1/2' TYPE e, lA BITUMINOUS ~$rr_AR COURSE
TACK COAT
~ 3" TYPE 31B BITUMINOUS BASE COURSE
4' CLASS 5 AGGREGATE BASE
12' SUBCUT / GRANULAR BORROW
RURAL SECTION
ROW ROW
66'
24' FACE TO FACE
CURB & GUTTER
-'~.e'---~-.~.
L-- 1 :,/2" T'(~E 41A ~I,~MINOUS WEAR COURSE
TACK COAT
~ 5" TYPE $1@ BITUMINOUS BASE COURSE
4' CLASS 5 AGGREGATE BASE
12' SUBCUT // GEANU~ ~OEROW
URBAN SECTION
PL027EX
7 T°N DESIGN
CREEKSIDE CIRCLE
ROW
~ 60' ROW
, 30'- 32'
L... 1 1/2" TYPE 41A BITUMINOUS WEAR COURSE
~ 4" MINIMUM IdlE.ED BITUMINOU$/$ALVAC~D
AGC-~EGATE BASE MIXTURE
'r~ICAL ~'FIEET SE~TIO~
HENNING CIRCLE, HICKORY LANE,
AND MARTINDALE DRIVE
ROW
60' ROW
,32' FACE TO FACE
-- 1 1/2' TYPE 4lA BITUMINOUS WEAR COURSE
~ TACK COAT
~ ,3' TYPE 3lB BITUMINOUS BASE COURSE
4' CLASS 5 AGGREGATE BASE
1' SUBCUT / GRANULAR BORROW
100' OF STREET RECONSTRUCTION
PLO45EXM MART]ND.Al I= DRIVE
i t~j'I,TYPICAL STREET SECTIONS7 TON DESIC~
~. HENNING CIRCLE, HICKORY LANE,
C~,~,11~ ~I~ AND MARTINDALE DRIVE
AREA 5 - CSAH 18 FROM THE NORTH CITY LIMITS TO CSAH 42
This project is for the improvements associated with the County Road construction in
which approximately 1,900 lineal feet of roadway is in the Prior Lake city limits. City
improvements to be considered are concrete curb and gutter, storm sewer, walks, utility
crossings, and landscaping. Included in this Feasibility Report are the City's participating
costs within the County project.
AREA 6 - CSAH 44 FROM TH. 13 TO EAST CITY LIMIT LINE
This project is for the improvements associated with the County Road construction in
which approximately 5,400 lineal feet of roadway is in the Prior Lake city limits. City
improvements to be considered are concrete curb and gutter, storm sewer, sidewalk, trail,
lighting, landscaping, and traffic control signal. Included in this Feasibility Report are
the City's participating costs within the County's Project.
AREA 7 - COUNTY ROAD 83 FROM COUNTy ROAD 82 TO CSAH 42
This project is for the improvements associated with the County Road construction in
which 8,000 lineal feet of roadway is in the Prior Lake city limits. City improvements to
be considered are concrete curb and gutter, storm sewer, sidewalk, trail, landscaping, and
traffic control signal. Included in the Feasibility Report are the City's participating costs
within the County's Project.
AREA 8 - CONSTRUCTION OF RESTROOMS/SHELTER IN GRAINWOOD PARK
This project would enhance the Grainwood Crossing Park near the CSAH 21 bridge
crossing of Upper and Lower Prior Lake. Restrooms and shelter would enhance the use
of the park. The cost of the project will be included in the 429 bond issue.
From an engineering standpoint, this project is feasible and can be accomplished as
proposed and not in conjunction with any other project.
EgTIMATED COST
The following costs were prepared based upon an Engineer's Estimate and are subject to
change depending on the final design of the project, bids received, and actual work
performed. The method of assessment and rate will be determined at the Assessment
Hearing.
The estimated project cost for each project is for the installation of associated
improvements and includes indirect project costs.
Page 3
AREA 4 - CONSTRUCTION OF RESTROOMS/STORAGE IN MEMORIAL PARK
Restrooms/Storage Construction in Memorial Park:
PROJECT COST $ 65,0 0 0.0 0
(Includes 30% Indirect Costs)
AREA 5 - CSAH 18 FROM CITY LIMITS TO CSAH 42
CSAH 18 from north City limits to CSAH 42 (City participating costs within County
project):
PROJECT COST $ 6 0,0 0 0.0 0
(Includes 13% Indirect Costs)
AREA 6 - CSAH 44 FROM T.H. 13 TO EAST CITY LIMIT LINE
CSAH 44 from T.H. 13 to east city limit line (City participating costs within County
Project):
PROJECT COST (Includes 13% Indirect Costs)
IMPROVEMENT DESCRIPTION COST OF IMPROVEMENT
Storm sewer & curb ............................................................................... $340,000.00
Sidewalk/trail .......................................................................................... $ 85,000.00
Landscaping ............................................................................................ $ 65,000.00
Lighting ......................................................................................... $10,000.00
Traffic control signal ............................................................................... $ 50,000.00
TOTAL ........................... $550,000.00
AREA 7 - COUNTRY ROAD 83 FROM COUNTY ROAD 82 TO CSAH 42
County Road 83 from County Road 82 to CSAH 42 (City participating costs within
County Project):
PROJECT COST (Includes 13% Indirect Costs)
IMPROVEMENT DESCRIPTION
Trail
COST OF IMPROVEMENT
......................................................................................... $ 40,000.00
TOTAL ............................ $ 40,000.00
Per "The Wilds" developer's agreement, a portion of CR 83 improvements were to be
paid by the developer.
Page 4
The City's cost would be for 4000 lineal feet of bituminous trail from CSAH 42 to Sioux
Trail which is estimated to be $40,000.00 in which $20,000.00 of the cost is proposed to
be tax levy and $20,000.00 from Capital Park Fund.
AREA 8 - CONSTRUCTION OF RESTROOMS/SHELTER IN GRAINWOOD PARK
Restrooms/shelter construction in Grainwood Crossing Park:
PROJECT COST $15,0 0 0.0 0
(Includes 30% Indirect Costs)
Project Areas 4 through 8 will be included in the 429 Bond issue but will not be assessed.
These projects have general overall City benefit and are paid by ad valorem tax levy.
I hereby certify that this plan, specification, or report was prepared by me or under my direct
supervision and that I am a duly Registered Professional Engineer under the laws of the State
Date: November 29, 1994
Bruce Loney, P.E. Re~o. 17590
951lFI.ENG
Page 5
Ill
RESOLUTION 94-
RESOLUTION ACCEPTING FEASIBILITY STUDY AND CALLING FOR A PUBLIC
HEARING ON IMPROVEMENT OF 1995 PROJECTS
MOTION BY:
SECONDED BY:
WHEREAS,
pursuant to Resolution 94-43 of the City Council, adopted on August 1,
1994, to include traffic control signal work for CSAH 44 and County
Road 83 improvement projects, a report prepared by the City's
Engineering Depm-tment and the City's Engineering Consultant (MSA
Consulting Engineers, Inc.) with reference to the following improvements
and the generally described project areas:
Area l - Ridgernont Avenue
Ridgemont Avenue from the existing concrete curb and gutter to Rutledge
Street, including sanitary sewer, watermain, storm sewer, grading,
aggregate base, concrete sidewalk, bituminous surfacing, and appurtenant
work.
Ar¢~l 2 - Cr~ekside Circle
Street reconstruction of Creekside Circle, including grading, aggregate
base, storm sewer, concrete curb and gutter, bituminous surfacing, and
appurtenant work.
Area 3 - Titus Addition
Bituminous resurfacing of Martindale Street, Henning Circle and Hickory
Lane within the Titus Subdivision. In addition, work includes the
reconstruction of Martindale at Pike Lake Trail, including grading,
aggregate base, bituminous curb, bituminous surfacing, and appurtenant
work.
Area 4 - Construction of Restrooms/$torage in Memorial Park
Construction of restrooms/storage beneath the grandstand in Memorial
Park.
Area 5 - CSAH 18 From City Limits to CSAH 42
4629 Dakota St. S.E.,
CSAH 18 from the City limits to CSAH 42 by the construction of storm
sewer, .utility crossings, concrete curb and gutter, sidewalk, landscaping,
and appurtenant work.
Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
Area 6 - CSAH 44 From T.H. 13 to East City Limit Line
CSAH 44 from T.H. 13 to east City limit line by the construction of storm
sewer, concrete curb and gutter, sidewalk, trail, lighting, landscaping,
traffic control signal, and appurtenant work.
Area 7 - County Road 83 From County_ Road 82 to CSAH 42
County Road 83 from County Road 82 to CSAH 42 by the construction of
storm sewer, concrete curb and gutter, trail, landscaping, traffic control
signal, and appurtenant work.
Area 8 - Construction of Restrooms/Shelter in Grainwood Park
Construction of restrooms and shelter at Grainwood Crossing Park.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA, that
The Council will consider the improvement of such streets and areas in
accordance with the report and the assessment of property as described in the
report for all or a portion of the cost of the improvement pursuant to Minnesota
Statutes Chapter 429 at an estimated total cost of the improvements of
$1,297,968.00.
A Public Hearing shall be held on the following such proposed improvements on
February 6, 1995 in the Council Chambers at City Hall and at the following
times:
A. Ridgemont Avenue
7:45 P.M.
B. Creekside Circle 8:15 P.M.
C. Titus Addition Street Improvement 8:45 P.M.
Passed and adopted this
day of ,1994.
YES NO
Andren Andren
Greenfield Greenfield
Kedrowski Kedrowski
Schenck Schenck
Scott Scott
{Seal}
Frank Boyles
City Manager
City of Prior Lake