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OFFICE MEMORANIWM-:~=:,-,--.
Mlnnesota Department of Transportation
METROPOLITAN DlVlSlON--Waters Edge
state Aid Office
Date: March 23, 2000
To: Ms. Julie Skallman
state Aid Engineer
Mai\stop 500
From: Sharon LeMay
Fina\s Administrator
Metro State Aid
subject:
REPORT OF FINAL ESTIMATE
SAP 201-114-03 and 201-114-02
CITY OF PRIOR LAKE
please process the attached Report of Final Estimate for the above referenced project.
Final inspection was completed on ~arch 22. 2000.. The project is in substantial
accordance with the approved plans. Final payment is recommended.
Documentation is attached as follows:
. Report of Fina\ Estimate
. Copy of Fina\ Voucher
. Fina\ Cost Distribution
. R/W Documentation (on fi\e with SAP 201-106-03)
NOTE: Right of Way for this project and project SAP 201-106-03 was handled together
because it involved the same property owner. Please note any changes made to the
documentation submitted and forward to me for distribution to the local agency.
." Greg 1\kka, City of Prior Lake
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MnlDOT 30734 revised April 29, 1999
REPORT OF 1!AR'!'!.\b-1 FINAL ESTIMATE
Partial Finall (check one)
S.A.P. No. 201-114-03 ColIDty/City Prior Lake
(Submit one report for each SAP number)
Local Project ID # 97-17
Funding shown below is for this project number only. Costs of projects or agreements tied to this project shall not be
included on this request. A separate Report of Partial/Final Estimate must be submitted for each project number
For Final Estimate use onlY:. Attach Final Estimate. Include quantity, unit price, and extension split for each project. Date
work completed: ill 31 I~. Date final payment to contractor: ..J11 ~..22..
Account Type *(see types below) Urban (MSAS)
STATE AID CONTRACT COSTS.
Total costs to date $ 349.458.01 - $
Less: ineligible $ not split out $
Less: eligible - local funds used $ not split out $
Force account costs** $ 0 $
Subtotal contract costs $ 127.000.00 $
OTHER SA ELIGIBLE COSTS
Project Development (PE/CE; 25% MAX) $ 0 $
Right of Way $ o this S.A.P. $
Other $ 0 $
(specify)
TOTAL FUNDS REQUESTED $ 127.000.00 $
$
$
$
$
$
$
$
$
$
Remarks: See S.A.P. 201-114-02 for ri;zht-of-wav costs. Not reauesting full state aid eligible amount.,
For Countv/Citv Use (optional)
Total Funds requested
Less: previous payments
Balance due this payment
$ 127.000.00
$ 120.650.00
$ 6.350.00
$
$
$
$
$
$
*Urban (MSAS), Regular (CSAH). Municipal (CSAH), Co. Turnback (CTB). Munic. Turnback (MTB), Town Bridge, Fund 29, State Park, SA Bonds
**lnclude work by agency forces, MnDOT forces, locally furnished materials, railroad force account work, or utility force account work
I hereby certify that engineering costs requested above do not exceed actual costs. Wage rates paid on this contract were
equal or exceeded the minimum hourly rates required for state funded projects per the MnDL&I. Materials used in the
state-aid funded portions of this project were sampled and tested in accordance with the Mn/DOT Schedule of Materials
Control. Inspection on the state-aid funded portions of this project were performed by personnel certified in accordance
with state-aid directives. The work required by this contract was completed in accordance with, and pursuant to, the terms
of this contract.
APPROVED:
4~vt~ f!l. (U4~~
j ~itYEngineerj
fi'~ JhWU,^ ))l
, ,Ii DistricfState Aid Engineer r
j
DATE:
Z-'(- SFP 11
SIGNED:
DATE:
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CAMPBELL KNUTSON
~ 1- ,-11'
Professional Association
Attorneys at Law
January 22, 1999
Joel J. Jamnik
Andrea McDowell Poehler
MaTthew K. Brokl*
John F. Kelly
Matthew J. Foli
Marguerite M. McCarron
Thomas J. Campbell
Roger N. Knutson
Thomas M. ScoTt
EllioTt B. Knetsch
Suesan Lea Pace
(651) 452-5000
Fax (651) 452-5550
* Also licensed in Wisconsin
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JAN 2 5 1999
Mr. Greg Ilkka
Director of Public Works
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372-1714
Re: Holy Cross Lutheran Church vs. City of Prior Lake
Dear Greg:
Enclosed please find Judge Stacey's decision in the above matter in which he upholds
our proposed reassessment of the property in the amount of $79,382.50.
Please call if you have any questions.
Best regards,
CAMPBELL KNUTSON
Professional Association
'L \
Thbmas M. 'Scott
By:
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Enclosure
cc: Mr. Ralph Teschner
Suite 317 . Eagandale Office Center . 1380 Corporate Center Curve · Eagan, MN 55121
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STATE OF MINNESOTA
DISTRICT COURT
COUNTY OF SCOTT
FIRST JUDICIAL DISTRICT
, File No. 97-20534
Holy Cross Luthercln Church,
Appellant,
FiLED'
JI\N 2 0 1999 A
SCOTT COUNl't' COUR1S
FINDINGS OF FACT,
CONCLUSIONS OF LAW,
ORDER FOR JUDGMENT
AND JUDGMENT
v.
City of Prior Lake,
Respondent.
The above-entitled matter came before the Honorable Rex D. Stacey, Judge of
District Court, on December 9, 1998, at the Scott County Courthouse, Shakopee,
Minnesota.
Christopher E Morris appeared for Appellant.
Thomas M. Scott appeared for Respondent.
Based upon the proceedings, this Court makes the following:
FINDINGS OF FACT
1. Appellant Church sits on a 6.3 acre parcel with 565 feet of frontage along
Pike Lake Trail in the Cityof Prior Lake.
2. On November 3, 1997, the Prior Lake City Council approved a resolution
adopting Project 97-17 which transformed Pike Lake Trail from a gravel road to a minor
collector street with curb, gutter, storm sewer and sidewalks and extended municipal
water service to Appe\\ant's property.
3. Based upon front footage, the City originally assessed the Church $85,484.50
for the street, $14,509.20 for water and $11,007.50 for trunk water for a total
.___________..~_____'__ II
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assessment of $111,001.20 but later approved two change orders which reduced the
street assessment to $64,873.20, the water assessment to $14,509.20, and eliminated
the trunk water assessment leaving a total assessment of $79,382.50.
4. In 1993, the City agreed to extend sewer service to Appellant's property at a
cost to the City in the amount of $48,892.70; Appellant was charged $19,600.00 for this
"sanitary sewer lateral" together with an $8,648.75 sanitary sewer trunk charge, a
$46,030.72 storm water management fee and a $4,403.00 street collector fee.
5. Appraiser Jason L. Messner testified on behalf of the City that the value of the
subject property was $170,000.00 before the addition of public utilities and street
improvements and $327,00.00 after for a difference, or special benefit, of $157,000.00;
Messner's analysis of the "after" value of his comparables included storm water
management fees paid by purchasers and he deducted the fees paid by the Church in
1993, or $74,279.00 ($19,600.00 sanitary sewer lateral fee, $8,648.75 sanitary sewer
trunk fee and $46,030.72 storm water management fee), in arriving at the "net" special
benefit of approximately $83,000.00.
6. Appraiser Frank J. Wicker testified on behalf of the Church that the value of
the subject property was $88,000.00 before ands $188,000.00 after the addition of
public utilities and street improvements for a special benefit of $100,000.00; Wicker's
"after" value analysis did not include the cost of street upgrades, sanitary sewer, water
or storm sewer charges.
Based upon the foregoing Findings of Fact, the Court now makes the following:
CONCLUSIONS OF LAW
1. The City's assessment is presumed to be proper and the burden is on the
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Church to show the assessment is excessive.
2. The special benefit to the property equals or exceeds the City's proposed
reassessment for Project 97-17 in the amount of $79,382.50 ($64.873.20 street and
$14,509.20 water assessments).
Based upon the foregoing Conclusions of Law, the Court makes the following:
ORDER
The City is directed to reassess the subject property pursuant to Minn. Stat. Sec.
429.071, subd. 2, in the amount of $79,382.50.
LET JUDGMENT BE ENTERED ACCORDINGLY.
Dated: January 14. 1999
BY THE COURT:
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Rex D. Stacey
Judge of District Court
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Certificate No. 00036038
CERTIFICATE OF INSURANCE
ISSUE DATE <MMIDD/YY)
04/01/98
PRODUCER
COBB STRECKER DUNPHY & ZIMMERMANN, INC.
150 SO. 5th ST.,SUITE 2000
MINNEAPOLIS, MN 55402
This certificate is issued as a matter of information only and confors no rights
upon the certificate holder. This certificate does not amend, extend or alter the
coverage afforded by the policies listed below.
COMPANIES AFFORDING COVERAGE
COMPANY
LtlltR A TRANSCONTINENTAL INSURANCE CO.
COMPANY
LtlltR B
INSURED
MCNAMARA CONTRACTING, INC.
5oo1160TH STREET WEST
COMPANY
LtlltR C
TRANSPORTATION INSURANCE C~~
TRANSPORTATION INSURANC~ ., ~~ .
~it.,
VALLEY FORGE INSURANCE COMPJ {9JW ..
COMPANY
LtllJ:lR D
ROSEMOUNT
MN 55068
COMPANY
LEITER E
COVERAGES
This is to certify that policies of insurance listed below have been issued to the insured named above for the policy period indicated.
Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate may
be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and
conditions of such policies. Limits shown may have been reduced by paid claims.
CO Type of Insurance
LTR
A GENERAL LIABILITY
Policy Number
Policy Effective Policy Expiration
Date (mmldd/VV) Date (mm1dd/yy)
LiabilitY Limits
[X] Commercial General Liability
[ ] Claims Made
[ X ] Occurrence
[ ] Owner's & Contractor's Proto CI21134264
[ ]
03/01198
03/01199
General Aggregate
Pf(Xlucts-Comp/Ups
Azgre~ate
Personal & Advertlsmg
Iniurv
Each Occurrence
!'ire Damage
(Anv One Fire)
Medical Expense
(Anv One Person)
$1,000,000.00
$1,000,,000.00
$500.000.00
$500.000.00
$.00
$.00
B AUTOMOBILE LIABILITY
[ X ] Any Auto
[ X ] All Owned Autos (priv Pass.)
[ X ] AIl Owned Autos(Other)
[ X ] Hired Autos
[ X] Non-Owned Autos C121134278
[ ] Garage Liability
[ ]
CSL
03/01198
03/01/99
Bodily
Injury
.Per Person
Bodily
Injury
Per Accident
Property
Dllma~e
$1.000.000.00
$.00
$.00
C
EXCESS LIAB!Lli {
[ X] Umbrella Form CI21134295
[ ] Other Than UmbreIla ForrtJ.
03/01198
03/01199
$00
Each A.ggregate
Occurrence
$5,000,000.00 $5,000,000.00
D WORKERS' COMPENSATION
AND
EMPLOYERS' LIABILITY WCC168516047
03/01198
03/01199
StatutorY I
$100,000.00 (Each ACCIdent)
$500,000.00 (Disease Policy Limit)
$100,000.00 (Disease Each Employee)
E OTHER
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLESIRESTRICTIONJ/SPECIAL ITEMS
1997 STREET & UTILITY CONSTRUCTION OF PROJECT 97-02; FISH POINT ROAD, PROJECT 95-07
MUSHTOWN ROAD PROJECT 97-17 PIKE LAKE TRAIL
ADDITIONAL INSUREDS: CITY OF PRIOR LAKE (OWNER) AND THE PROJECT ENGINEER
CERTIFICATE HOlDER
CITY OF PRIOR LAKE
16200 EAGLE CREEK AVENUE SE
PRIOR LAKE MN 55372
CANCEU,AT10N
Should"Aiiy Of The Above Described Policies Be CanceIled Before The
Expiration Date Thereof, The Issuing Company WiII Mail 30 Days
Written Notice To The Certificate HOC)d r Named To The Left.
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Jan 08 99
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RECEIVED
JAN 1 1 1999
CITY OF PRIOR LAKE
J.......-l999 14.27 ""'"""" co<rRACTIHO INC. 61"-,",,,594.
lVlll ~l"U::'':)V.J.n. LI~pC11 UU~U\. Ul 1,~V~1\U~
Withholding Affidavit for Contractors
This oHicJavlt muJl b. opprovttd by th,.1JJnflemto DepClflment 01 Rev.nu. boFl>,..,h. staI8 of
MlnnfJsoIo or OilY of itl Jubdlvl510ns eon make 1;(101 payment '0 con/roelOfS.
P.02/07
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'1".11 'roJIIC' l)Ilr". ' Mdt... Oly
~~!E:~ erN OF PRIOR lAKE 16200 EAGLE CREl!K AVE 5[" PRIOR LAKE
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b"".'\ D"". .A.. IJ: ~ OwnttJ.QI&J,
_B"ROWN &CRlS INC 19740 KENRICK AVE UKMlLE}~ 55044
ARlO CON51'RucnON 0:) BOX 446 MADISON LAKE }tfl 56063
JIREK SOD 'F~ INC 20245 BlAINE AVE FAlUilLIfJ.1.V'Li ~ '55024
RosrI roNSTRUcrION OJ PO BOX 243 'UJ<EVILl..! MN 55044
PRECISION PAVEME1ll' M\RKING INC 14280 JAMFS ~1) ROODS. t-N 55414
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tJ~.4< ~~Jt certlflcGle of Compll.....e JAR 0 8 1999
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( ':ONSTRUCTlON PAYMENT VOUCHE"p
"
Estimate Voucher No.
FINAL
For Period Ending:
January 11, 1999
Date:
January 11, 1999
Project Number:
97-17
Class of Work:
Pike Lake Trail Street Improvements
For:
ptv of Prior Lake.
To:
McNamara Contracting, Inc.
5001 160th Street
Rosemont, MN 55068
A. Original Contract Amount $ 403,396.00
B. Total Additions $ 18,554.00
C. Total Deductions $ 78,142.00
D. Total Funds Encumbered $ 343,808.00
E. Total Value of Work Certified to Date $ 349,458.01
F. Less Retained Percentage 0 % $ 0.00
G. Less Total Previous Payments $ 325,034. 19
H. Approved for Payment, This Report $ 24,423.81
1. Total Payments Including This Voucher $ 349,458.01
J. Balance Carried Forward $ -5,650.01
APPROVALS
Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials
are satisfactory and the work properly performed in accordance with the plans and specifications and that the total
work is 100 % completed as of, December 31 , 1998, I hereby recommend payment of this voucher.
Project Engineer Approval: /'f~ It1 - ~
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This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work
certified herein is a fair approximate estimate for the period covered by this voucher.
Date:
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Signed By: ~~
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Contractor:
Title: Esr/-,'n....~ ..-
CITY OF PRIOR LAKE
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V<n1cherCheck~
Appro~ for paym~
J(~~
Authorized Representative
Date: --1.. "Z-S '1 '1
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G:\Projects\1997\ 17pikeso\payest.xls
Date:
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Professional Association
Attorneys at Law
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F'YI
CAMPBELL KNUT~ON
Thomas J. Campbell
Roger N. Knutson
Thomas M. Scott
Elliott B. Knetsch
Sues an Lea Pace
(651) 452-5000
Fax (651) 452-5550
Joel J. Jamnik
Andrea McDowell Poehler
Matthew K. Brokl *
John F. Kelly
Matthew J, Foli
Marguerite M. McCarron
* Also licensed in Wisconsin
December 23, 1998
Mr. Christopher E. Morris
O'Neill, Traxler, Zard,
Neisen & Morris, Ltd.
222 East Main Street
P. o. Box 105
New Prague, Minnesota 56071
Re: Holy Cross Lutheran Church vs. City of Prior Lake
Court File No. 97-20534
Dear Mr. Morris:
Enclosed herewith and served upon you by United States mail please find
Respondent's Post-Trial Brief and proposed Findings of Fact, Conclusions of Law,
Order for Judgment and Judgment in the above-entitled matter.
Best regards,
CAMPBELL KNUTSON
Professional Association
T~~SM: s~ A ,\
By:
TMS:cjh
Enclosure
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DEe 2 8 1998
Suite 317 . Eagandale Office Center . 1380 Corporate Center Curve · Eagan, MN 55121
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December 21, 1998
Mr. Frank Boyles
City Manager
City of Prior Lake
Dear Mr. Boyles,
This letter is to inform you that Holy Cross Lutheran Church objects to the proposed
amount of the re-assessment for City Project 1I>J7 - 17, Pike Lake Trail, on the grounds
that the proposed assessment exceeds the increase in market vaiue occasioned by
the improvement. Since the original assessment is being adjudicated by District
Court, this hearing is of no consequence.
inc el\\fJv'^\<-____
J ck Hunter
Pr sident
Holy Cross Lutheran Church
CC: Mr. Chris Morris
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STATE OF MINNESOTA
DISTRICT COURT
COUNTY OF SCOTT
FIRST JUDICIAL DISTRICT
CASE TYPE: 14-0ther Civil
Court File No. 97-20534
Holy Cross Lutheran Church,
Appellant,
RESPONDENT'S POST-TRIAL BRIEF.
vs.
City of Prior Lake,
a municipal corporation,
Respondent.
Th'!'KODUCTION
The City submits this post-trial brief in support of an order upholding the City's
assessment of Appellant's property in the amount of $79,382.50. A proposed order is
also enclosed.
STATEMENT OF FACTS,
1. On November 3, 1997, the Prior Lake City Council approved Resolution
97-97 adopting assessments for Project 97-17 Pike Lake Trail Improvements. (Ex. 4,
Tab 28)
2. Appellant's property was initially assessed as follows:
Street
Water
Trunk Water
$ 85,484.50
$ 14,509.20
$ 11.007.50
TOTAL
$111,001.20
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3. Subsequent to the original November 3, 1997 assessment, the City
Council in 1998 approved two change orders which reduced the total Pike Lake Trial
project costs from $520,709.80 to $423,657.00. (Ex. 4, Tab 18 and Ex. 5)
4. The reduced contract amount results in the following reassessment of
Appellant's property in accordance with the City's assessment policy:
Street
Water
$64,873.20
$14.509.20
TOTAL
$79,382.50 (Ex. 5)
5. Project 97-17 transformed Pike Lake Trail from a gravel road to a 9-ton,
minor collector, paved urban street with curb and gutter, storm sewer and sidewalks.
(Ex. 4, Tab 3)
6. Project 97-17 also extended municipal water service tothe Church
property. (Ex. 4, Tab 3)
7. The 6.3 acre Church property has 565 feet of frontage along Pike Lake
Trail. It is being assessed on a front footage basis for the street and water
improvements. (Ex. 5)
8. In 1993, Appellant decided to construct its church building prior to the
general extension of sewer and water to its immediate area. The City entered into an
agreement with the Church, whereby the City extended sewer to service the Church
property. (Ex. 7)
9. The City paid a contractor $48,892.70 in 1993 for the Church sanitary
sewer extension. (Ex. 8) The Church was charged $19,600.00 for this sanitary sewer
lateral. (Ex. 7)
68188
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10. Appellant also paid the required $8,648.75 sanitary sewer trunk charge,
$46,030.72 storm water management fee and $4,403.00 street collector fee when the
property was developed with the Church building and related improvements in 1993.
(Ex. 7)
11. Appraiser Jason L. Messner testified on behalf of the City. Appraiser
Frank J. Wicker testified for the Church. Both appraisers utilized a so-called "land-
only" approach to determining the before and after value of the property.
12. Appraiser Messner testified that the Land Value of the Property in the
before situation without any public utilities or street improvements was $170,000.00.
The After Value with urban street and all public utilities was $327,000.00, with a
difference in value or special benefit of $157,000.00. Appraiser Messner included in
his After Value of his comparable properties the storm water management fee paid by
purchasers, and, to be consistent, deducted the amount paid by the Church in 1993 for
this development cost. After deducting the $74,279.00 ($19,600.00, sanitary sewer
lateral; $8,648.75, sanitary sewer trunk and $48,892.70), Messner testified to a
remaining special benefit of $83,000.00.
13. Appraiser Wicker testified to a Before Value of $88,000.00
($14,000/acre) and an After Value of $188,000.00 ($30,000/acre), with a special
benefit of $100,000.00. Wicker admitted that his "After Value" of $30,000.00 an
acre did not include the cost of street upgrades, sanitary sewer, water or stvuu sewer
charges. None of the improvements which the Church property has after this project
were included in the $30,000.00 per acre comparable sales valuation.
68188
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14. Appraiser Messner arrived at a per acre "After Value" of $52,000.00 per
acre by utilizing comparable properties which included in the purchase price the cost
of the improvements which the Church now has as a result of this project and the
storm water management fee paid by the Church in 1993.
ARGUMENT
I.
BOTH M'.tN\ISERS SUPPORT A SPECIAL BENEFIT
ItlAT EXCEEDS TJ:lli $79,382.50 ASSESSMENT
The City is authorized to assess the cost of an improvement project to abutting
property to the extent that the project causes the property to increase in market value.
There is a presumption that the assessment is proper. Minn. Stat. 429.051; Buettner
v. Citv of St. Cloud, 227 N.W.2d 199 (Minn. 1979). The property owners have the
burden of proving the assessments are excessive. Villa2:e of Edina v. Joseoh, 119
N.W.2d 809, 817 (Minn. 1962). In Schumacher v. Citv of Excelsior, 427 N.W.2d
235, 238 (Minn. 1988), explained "usually, if property receives better municipal
service and amenities, it is worth more. It is on the basis of this common experience
that the law confers prima facie validity to a city's determination of assessable
benefit. "
The Church paid the $46,030.72 storm water management fee in 1993 when the
City provided sanitary sewer to the property and the church was constructed.
Appraiser Messner added this development cost paid by all developing properties to
arrive at his $52,000.00 per acre After Value. He then gives the Church the full
deduction for this fee, along with the sanitary sewer fees, which were paid in 1993,
68188
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,
T
r
I.,
arriving at a special benefit for the Pike Lake Trail project in the amount of
$83,000.00.
Appraiser Wicker, on the other hand, flat out admits that his $30,000.00 per
acre After Value, does not reflect the fact that all utilities are installed and paid for in
the Church "After" situation. In spite of the fact that his After Value does not reflect
the payment of any such development costs, he deducts all of the development costs
paid by the Church in 1993.
Wicker's $30,000.00 per acre reflects the value of property that has all utilities
available, but not yet installed and paid for. It represents the per acre price a buyer
pays who is additionallv assuming all the development costs which the Church has in
place as a result of this improvement.
The one truly comparable sale that Wicker reported but discarded as being an
"out-lying" sale is his Comparable Number Four, which has an adjusted price per acre
of $57,050.00 (Ex. 2, p. 60). This comparable, unlike his other five comparables
which have an adjusted per acre sale price of between $16,000.00 and $44,000.00,
reflects all utilities installed and paid as part of the purchase price. Its $57,050.00 per
acre value is in line with Appraiser Messner's $52,000.00 per acre After Value of the
Church property.
Even utilizing this defective analysis, Wicker's appraisal shows a special benefit
of $100,000.00 resulting from the provision of street, sanitary sewer and water
utilities. The City is assessing $79,382.50. The Church paid $19,600.00 for its
lateral sanitary sewer charge in 1993. Subtracting the $19,600.00 sanitary sewer
charge paid in 1993 from the special benefit of $100,000.00, the resulting $80,400.00
68188
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r
."
still exceeds the amount now being assessed for the street and water improvements
which gives the church property full municipal services.
II.
l.tlli 1993 CHARGES FOR TRUNK SANITARY SEWER
AND STORM W ATE.K FEES SHOULD NOT BE
CONSIDERED IN DETERMINING SPECIAL BENEf41T
Appraiser Wicker testified that the special benefit to the Church property
resulting from the street improvement and extension of sanitary sewer and water
totaled $100,000.00. In 1993, the Church paid $19,600.00 for the lateral sanitary
sewer charge. It is now being assessed $79,382.50 for street and water.
As stated above, the other charges paid by the Church in 1993 are as follows:
Sanitary Sewer Trunk
6.29 acres ($1,375/acre) $ 8,648.75
Storm Water Management Fee
6.29 acres ($. 168/square foot)
43,560 square ft./acre $46,030.72
N either of these charges should be considered in determining the special benefit
relating to the provision of municipal services to the Church property. The sanitary
sewer trunk charge relates to an area-wide system cost for providing trunk sewer
lines. It does not relate to the specific costs of extending the lateral sewer line to
specifically service the Church property. It was collected pursuant to Minn. Stat.
444.075, subd. 3, which does not require the showing of any special benefit to the
property. Cr9wn Cork & Seal Co.. Inc. v. City of Lakeville. 313 N.W.2d 196, 201
(Minn. 1981).
68188
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1
r
Specifically, Minn. Stat. 444.075, subd. la. defines systems covered by the
statute to be (1) waterworks, (ii) seWage systems, and (iii) storm sewer systems.
Minn. Stat. 444.075, subd. 3 states:
To pay for the construction, reconstruction, repair, enlargement, improvement,
or other obtainment and the maintenance, operation and use of the facilities, the
governing body of a municipality or county may impose just and equitable
charges for the use and for the availability of the facilities and for connections
with them and make contracts for the charges as provided in this section.
The storm sewer area charge relates to the infrastructure costs that cities incur
in dealing with surface water drainage and treatment resulting from run-off. It does
not have anything to do with the street, sanitary sewer and water improvements which
Appraiser Wicker addresses in his before and after valuations. This is a fee also
authorized by Minn. Stat. 444.075 that does not require a showing of special benefit.
Crown Cork & Seal Co.. Inc, 313 N.W.2d at 201.
CONCLUSIONS
The assessment is presumed valid. Appellant has the burden of proof. The
City carefully applied its written assessment policy. The City Assessment Review
Committee reviewed the proposed assessment. (Ex. 4, Tab 26, p. 3) The Council
specifically considered the special benefit when it adopted the assessment, and made a
specific finding that each parcel was benefited by the proposed improvement by at
least the amount of the assessment. (Ex. 4, Tab 26, p. 3; Tab 27)
The appraisal testimony fully supports the revised assessment amount of
$79,382.50. Appellants have not met their burden of proof. Appellant's appraiser
admits that his comparable "After" Sales do not have street, sewer and water
68188
-7-
T
STATE OF MINNESOTA
DISTRICT COURT
COUNTY OF SCOTT
FIRST JUDICIAL DISTRICT
.CASE TYPE: 14-0ther Civil
Court File No. 97-20534
Holy Cross Lutheran Church,
Appellant,
vs.
FINDINGS OF FACT.
CONCLUSIONS OF LAW.
ORDER FOR JUDGMENT
AND JUDGMENT
City of Prior Lake,
a municipal corporation,
Respondent.
The above matter came on for trial before the undersigned at the Courthouse in
Shakopee, Minnesota on December 9, 1998.
Appearing for Appellant was Christopher E. Morris, O'Neill, Traxler, Zard,
Neisen & Morris, Ltd., Law Building, 222 East Main Street, P.O. Box 105, New
Prague, Minnesota 56071. Appearing for Respondent was Thomas M. Scott,
Campbell Knutson, Professional Association, Suite 317, 1380 Corporate Center
Curve, Eagan, Minnesota 55121.
Based upon all the evidence, and having carefully considered the arguments of
council, the Court makes the following:
FINDINGS OF FACT
1. On November 3, 1997, the Prior Lake City.Council approved Resolution
97 -97 adopting assessments for Project 97-17 Pike Lake Trail Improvements.
2. Appellant's property was initially assessed as follows:
68199
1 If Inl
r
TOTAL
$ 85,484.50
$ 14,509.20
$ 11.007.50
$111,001.20
Street
Water
Trunk Water
3. Subsequent to the original November 3, 1997 assessment, the City
Council in 1998 approved two change orders which reduced the total Pike Lake Trial
project costs from $520,709.80 to $423,657.00.
4. The reduced contract amount results in the following reassessment of
Appellant's property in accordance with the City's assessment policy:
Street
Water
$64,873.20
$14.509.20
TOTAL
$79,382.50
5. Project 97-17 transformed Pike Lake Trail from a gravel road to a 9-ton,
minor collector, paved urban street with curb and gutter, storm sewer and sidewalks.
6. Project 97-17 also extended municipal water service to the Church
property.
7. The 6.3 acre Church property has 565 feet of frontage along Pike Lake
Trail. It is being assessed on a front footage basis for the street and water
improvements.
8. In 1993, Holy Trinity decided to construct its church building prior to
the general extension of sewer and water to its immediate area. The City entered into
an agreement with the Church, whereby the City extended sewer to service the Church
property .
9.
The City paid a contractor $48,892.70 in 1993 for the Church sanitary
68199
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1 II 111I
r
sewer extension. The Church was charged $19,600.00 for this sanitary sewer lateral.
10. Holy Trinity also paid the required $8,648.75 sanitary sewer trunk
charge, $46,030.72 storm water management fee and $4,403.00 street collector fee
when the property was developed with the Church building and related improvements
in 1993.
11. Appraiser Jason L. Messner testified on behalf of the City. Appraiser
Prank J. Wicker testified for the Church. Both appraisers utilized a so-called "land-
only" approach to determining the before and after value of the property.
12. Appraiser Messner testified that the Land Value of the Property in the
before situation without any public utilities or street improvements was $170,000.00.
The After Value with urban street and all public utilities was $327,000.00, with a
difference in value or special benefit of $157,000.00. Appraiser Messner included in
his After Value of his comparable properties the storm water management fee paid by
purchasers, and, to be consistent, deducted the amount paid by the Church in 1993 for
this development cost. After deducting the $74,279.00 ($19,600.00, sanitary sewer
lateral; $8,648.75, sanitary sewer trunk and $48,892.70), Messner testified to a
remaining special benefit of $83,000.00.
13. Appraiser Wicker testified to a Before Value of $88,000.00
($14,000/acre) and an After Value of $188,000.00 ($30,000/acre), with a special
benefit of $100,000.00. Wicker admitted that his "After Value" of $30,000.00 an
acre did not include the cost of street upgrades, sanitary sewer, water or storm sewer
charges. N one of the improvements which the Church property has after this project
were included in the $30,000.00 per acre comparable sales valuation.
68199
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1 UI 111I
14. Appraiser Messner arrived at a per acre "After Value" of $52,000.00 per
acre by utilizing comparable properties which inCluded in the purchase price the cost
of the improvements which the Church now has as a result of this project and the
storm water management fee paid by the Church in 1993.
CONCLUSIONS OF LAW
1. The special benefit to the property exceeds the City's proposed
reassessment of the subject property for Project 97-17 Pike Lake Trail Improvement in
the amount of $79,382.50 (street - $64,873.20 plus water - $14,509.20).
2. The City is directed to reassess the subject property pursuant to Minn.
Stat. 429.071, subd. 2 in the amount of $79,382.50.
LET JUDGMENT BE ENTERED IMMEDIATELY, WITHOUT ANY STAY.
Dated:
BY THE COURT:
Honorable Rex D. Stacey
Judge of District Court .
68199
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. II IIiI
TIT
1
1-
I CONSTRUCTION PAYMENT VOUCHE.
Estimate Voucher No.
5
For Period Ending:
October 6, 1998
Date:
October 13, 1998
Project Number:
97-17
Class of Work:
Pike Lake Trail Street Improvements
For: Citv of Prior Lake To: McNamara Contracting, Inc.
5001 160th Street
Rosemont, MN 55068
A. Original Contract Amount $ 403,396.00
B. Total Additions $ 0.00
C. Total Deductions $ 78,142.00
D. Total Funds Encumbered $ 325,254.00
E. Total Value of Work Certified to Date $ 342,141.26
F. Less Retained Percentage 5 % $ 17,107.06
G. Less Total Previous Payments $ 306,666.90
H. Approved for Payment, This Report $ 18,367.30
I. Total Payments Including This Voucher $ 325,034.20
J. Balance Carried Forward $ 219.80
APPROVALS
Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials
are satisfactory and the work properly performed in accordance with the plans and specifications and that the total
work is 99 % completed as of, October 13 , 1998, I hereby recommend payment of this voucher.
~;J!I 1d/~
~ I (I
This is to certify that to the best of my knowledge, information, and belief, the quantittes and values of work
certified herein is a fair approximate estimate for the period covered by this voucher.
Project Engineer Approval:
Contractor: /l-A<.4)t).m~ r.tJnf.mcf..') ::J:i,(... Signed By:
Date: / {) - ? D- Q'3 Title:
r7~-:J h?/5;1/l
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CITY OF PRIOR LAKE
Approve;tjbr Pa~ent~
A~~~'
Authorized Representative
~w ~cf)~-tt
Voucher Checked By
Date:
!D!J3!98
Date:
10),3/9f'.-
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Withholding Affidavit for Contracto'rs
TAlt "H,,*,';', mil" &. opprav.J by u.. MI",,",,1tJ D&po,',nwn' 0' l.w.nu. b~fo,.lh, j I/o'. 01
Mnl1eso/tl or cmy 0/'" jLJ~dM~'o"J c:on mo~' (rn,,' P"YIJI'''' tr:J con'rac'or!.
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"i~ CJ SDle eontn;n:tar
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IC-' 3A aFfldbvlu Q"d hellO Ihom cerllll.d by th., Oepofhnent of R.",,"u, ~'~f' YDlI ear hr. your affidavit. For each
JubconlraO/Dr yow had, ". 'n tnlllnformlltioll bll.,~ arid attach Q copy of eath ,ubcPI\" :IdOl" ~trll~.d Ie., 34. If }IOU
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~ONSTRUCTION PAYMENT VOU(;nE~
Estimate Voucher No,
4
For Period Ending:
June 15, 1998
Date:
June 25, 1998
Project Number:
97-17
Class of Work:
Pike Lake Trail Street Improvements
For: Citv of Prior Lake To: McNamara Contracting, Inc,
5001 160th Street
Rosemont, MN 55068
A, Original Contract Amount $ 403,396.00
B, Total Additions $ 0.00
C. Total Deductions $ 78,142.00
D, Total Funds Encumbered $ 325,254,00
E, Total Value of Work Certified to Date $ 322,807,26
F, Less Retained Percentage 5 % $ 16,140.36
G. Less Total Previous Payments $ 226,498.39
H. Approved for Payment, This Report $ 80,168,50
I. Total Payments Including This Voucher $ 306,666.90
J. Balance Carried Forward $ 18,587,10
APPROVALS
Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials
are satisfactory and the work properly performed in accordance with the plans and specifications and that the total
work is 95 % completed as of, June 15 , 1998, I hereby recommend payment of this voucher,
Project Engineer Appmval: ~~. ~
This is to certify that to the best of my knowledge, information, and belief, the quantitle's and values of work
certified herein is a fair approximate estimate for the period covered by this voucher,
Contractor: (V1ti)fA no..su. C{)P,.~-Ilc"JJt.l., Signed By: 0 ~ Jt...~
~ ' fI
Date: ~ - ~l..9 - 6t~ Title: ES+t~ lL -+""1\.11.
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CITY OF PRIOR LAKE
~~~
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Authorized Representative
"'- :);MSI,t,,-y-d Mcn~
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V oucher Checked By --
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Date:
Date: , /~/'fe-
50( - liB 30 S-501
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PROJECT: FISH POINT ROAD SAP 201-105-06
PIKE LAKE ROAD SAP 201-114-03
MUSHTOWN ROAD
OWNER: CITY OF PRIOR LAKE, MINNESOTA
OPENING DATE: AUGUST 4,1997
ENGINEER: HOWARD R. GREEN COMPANY
DATE JUNE 15, 1998
=l_isa.~~g!
PA Y ESTIMA TE NUMBER 4
~
I
I
SCHEDULE 1.0 FISH POINT ROAD (STREET)
1 MOBILIZATION LS 1 $ 4,000,00 0,00 $
2 COMMON EXCAVATION CY 1105 $ 5,00 0,00 $
3 SUBGRADE EXCAVATION CY 500 $ 6,50 0,00 $
4 TOPSOIL BORROW CY 1066 $ 7,00 1000,00 $
5 SUBGRADE PREPARATION RDSTA 12 $ 125,00 0,00 $
6 GEOTEXTILE FABRIC TYPE V SY 1500 $ 1,00 0,00 $
7 AGGREGATE BASE, CLASS 5 TON 3850 $ 7,25 397,16 $
8 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 $ 7,25 0,00 $
9 TYPE 41A, 2 1/2" BITUMINOUS PATHWAY TON 300 $ 42,00 179,00 $
10 TYPE 41A, WEAR COURSE MIXTURE TON 700 $ 24,50 614,28 $
11 TYPE 31B, BASE COURSE MIXTURE TON 1410 $ 21,00 0,00 $
12 BITUMINOUS MATERIAL FOR TACK COAT GAL 220 $ 1,50 200,00 $
13 ADJUST GATE VALVE EA 4 $ 100,00 4,00 $
14 ADJUST FRAME AND RING CASTING EA 8 $ 165,00 8,00 $
15 4" CONCRETE WALK SF 5786 $ 1,70 5671,00 $
16 CONCRETE CROSSWALK SPECIAL SF 360 $ 4,20 308,00 $
17 CONCRETE CURB & GUTTER, B618 LF 4600 $ 6,20 0,00 $
18 CONCRETE PEDESTRIAN RAMP EA 8 $ 190,00 8,00 $
19 CONCRETE TRIANGULAR VALLEY GUTTER SF 150 $ 5,25 0,00 $
20 CONCRETE VALLEY GUTTER LF 75 $ 15,50 0,00 $
21 PERMANENT BARRICADE EA 2 $ 325,00 0,00 $
22 PAVEMENT STRIPING, 4" EQUIV, WIDTH LF 5000 $ 0,50 3237,00 $
23 FURNISH & INSTALL SIGN PANELS, TYPE C SF 102 $ 23,00 0,00 $
24 BALE CHECK EA 30 $ 15,00 0,00 $
25 SILT FENCE, HEAVY DUTY LF 525 $ 2,50 0,00 $
26 CATCH BASIN SEDIMENT BARRIER EA 17 $ 125,00 0,00 $
27 DUST CONTROL WATER MGAL 60 $ 15,00 0,00 $
Pay Estimate 4
Page 1
7,000,00
2,879.41
7,518,00
15,049,86
300,00
400,00
1,320,00
9,640,70
1,293,60
1,520,00
1,618,50
I ,
<:11-4
..
..
r
to
1,00 $ 4,000,00
1105,00 $ 5,525,00
0,00 $
1000,00 $ 7,000,00
12,00 $ 1,500,00
0,00 $
3409,85 $ 24,721.41
0,00 $
179,00 $ 7,518,00
614,28 $ 15,049,86
1009.49 $ 21,199,29
225,00 $ 337,50
4,00 $ 400,00
8,00 $ 1,320,00
5671,00 $ 9,640,70
308,00 $ 1,293,60
4541,00 $ 28,154,20
8,00 $ 1,520,00
66,00 $ 346,50
47,50 $ 736,25
2,00 $ 650,00
5143,00 $ 2,571,50
102,00 $ 2,346,00
0,00 $
607,00 $ 1,517,50
0,00 $ - ._-". ...-.
0,00 $
PAYESTXLS
a_E_aes
28 SEED MIXTURE 500 AC 1,1 $ 1,000,00 0,28 $ 280,00 0,53 $ 530,00
29 SODDING, LAWN & BOULEVARD SY 2350 $ 2,00 5085,00 $ 10,170,00 5085,00 $ 10,170,00
30 WOOD FIBER BLANKET TYPE REGULAR SY 1825 $ 1,00 80,00 $ 80,00 1298,00 $ 1,298,00
31 TRAFFIC CONTROL LS 1 $ 1,500,00 0,00 $ - 1,00 $ 1,500,00
32 SUBGRADE DENSITY TEST, INPLACE EA 2 $ 55,00 0,00 $ - 2,00 $ 110,00
33 CLASS 5 GRADATION TEST EA 2 $ 55,00 0,00 $ - 2,00 $ 110,00
34 CLASS 5 PROCTOR TEST EA 1 $ 100,00 0,00 $ - 1,00 $ 100,00
35 CLASS 5 DENSITY TEST, INPLACE EA 3 $ 55,00 0,00 $ - 3,00 $ 165,00
36 CONCRETE TESTING EA 9 $ 75,00 2,00 $ 150,00 6,00 $ 450,00
37 BITUMINOUS AIR VOID TEST EA 6 $ 100,00 2,00 $ 200,00 4,00 $ 400,00
38 BITUMINOUS CORE DENSITY TEST EA 6 $ 25,00 0,00 $ - 2,00 $ 50,00
T SCHEDULE 1,0 FISH POINT ROAD (STREET) - TOTAL
SCHEDULE 2,0 FISH POINT ROAD (STORM SEWER)
1 12" RC PIPE SEWER DESIGN 3006 CLASS V LF
2 15" RC PIPE SEWER DESIGN 3006 CLASS V LF
3 18" RC PIPE SEWER DESIGN 3006 CLASS III LF
4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF
5 CONNECT TO EXISTING MANHOLE EA
6 CONNECT TO EXISTING PIPE EA
7 CONST DRAINAGE STRUCTURE, DESIGN 48-4020 EA
8 CONST DRAINAGE STRUCTURE, DESIGN SPECIAL EA
9 SUBGRADE PROCTOR EA
10 SUBGRADE DENSITY - INPLACE EA
T SCHEDULE 2,0 FISH POINT ROAD (STORM SEWER) - TOTAL
SCHEDULE 3,0 PIKE LAKE TRAIL (STREET)
1 MOBILIZATION LS
2 CLEARING AC
3 GRUBBING AC
4 CLEARING EA
5 GRUBBING EA
6 SALVAGE AND REINSTALL CMP LF
7 REMOVE BITUMINOUS SURFACE SY
8 COMMON EXCAVATION CY
9 SUBGRADE EXCAVATION CY
Pay Estimate 4
480 $
870 $
70 $
200 $
1 $
1 $
9 $
9 $
1 $
8 $
1 $
0,9 $
0,9 $
28 $
28 $
30 $
280 $
4960 $
500 $
23,75
25,25
27,00
10,00
500,00
475,00
1,050,00
825,00
85,00
40,00
3,000,00
2,500,00
1,250,00
150,00
110,00
15,00
3,00
3,50
5,00
Page 2
...
=
~
$ 59,420,07 $ 152,230,31
0,00 $ - 448,00 $ 10,640,00
0,00 $ - 867,00 $ 21,891,75
0,00 $ - 74,00 $ 1,998,00
0,00 $ - 0,00 $
0,00 $ - 1,00 $ 500,00
0,00 $ 1,00 $ 475,00
0,00 $ - 9,00 $ 9,450,00
0,00 $ 9,00 $ 7.425,00
0,00 $ - 1,00 $ 85,00
0,00 $ - 5,00 $ 200,00
$ - $ 52,664,75
0,00 $ 1,00 $ 3,000,00
0,00 $ 1,60 $ 4,000,00
0,00 $ - 1,60 $ 2,000,00
0,00 $ - 28,00 $ 4,200,00
0,00 $ - 28,00 $ 3,080,00
0,00 $ - 10,00 $ 150,00
0,00 $ 60,00 $ 180,00
0,00 $ - 4960,00 $ 17.360,00
0,00 $ - 1074,00 $ 5.370,00
PAYESrXLS
10 SALVAGE TOPSOIL RESPREAD
11 MODIFIED SELECT GRANULAR BORROW
12 GEOTEXTILE FABRIC TYPE V
13 AGGREGATE BASE, CLASS 5
14 3" MINUS 100% CRUSHED QUARRY LIMESTONE
15 3" BITUMINOUS DRIVEWAY RESTORATION
16 TYPE 41A, WEARING COURSE MIXTURE
17 TYPE 31B, BASE COURSE MIXTURE
18 BIT, MATERIAL FOR TACK COAT
19 MODULAR BLOCK RETAINING WALL
20 ADUST FRAME AND RING CASTING
21 4" CONCRETE WALK
22 CONCRETE CURB AND GUTTER. DESIGN B618
23 CONCRETE DRIVEWAY PAVEMENT
24 CONCRETE PEDESTRIAN RAMP
25 TRAFFIC BARRIER DESIGN A8307
26 FURNISH & INSTALL SIGN PANELS, TYPE C
27 SILT FENCE, HEAVY DUTY
28 CATCH BASIN SEDIMENT BARRIER
29 WOOD FIBER BLANKET
30 SEED MIXTURE 500
31 SODDING, LAWN & BOULEVARD
32 DUST CONTROL WATER
33 PAVEMENT STRIPING, 4" EQUIV, WIDTH
34 TRAFFIC CONTROL
35 CLASS 5 GRADATION TEST
36 CLASS 5 PROCTOR TEST
37 CLASS 5 DENSITY-INPLACE
38 CONCRETE TESTING
39 BITUMINOUS AIR VOIDS
40 BITUMINOUS CORE DENSITY
41 SUBGRADE DENSITY-INPLACE
T SCHEDULE 3,0 PIKE LAKE TRAIL (STREET) - TOTAL
SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER)
1 4" PERFORATED THERMOPLASTIC PIPE DRAIN
2 RANDOM RIP RAP CLASS III
Pay Estimate 4
CY
CY
SY
TON
TON
SY
TON
TON
GAL
SF
EA
SF
LF
SY
EA
LF
SF
LF
EA
SY
AC
SY
MGAL
LF
LS
EA
EA
EA
EA
EA
EA
EA
LF
CY
1080 $
1920 $
1500 $
4075 $
930 $
85 $
550 $
900 $
230 $
6000 $
3 $
6400 $
2700 $
30 $
2 $
570 $
103 $
1200 $
13 $
50 $
1 $
1600 $
35 $
6225 $
1 $
2 $
1 $
3 $
4 $
6 $
6 $
4 $
360 $
8,5 $
Page 3
2,50
7,00
1,00
7,25
7,75
42,00
25,00
22,00
1,50
14,30
160,00
1,75
6,30
28,00
190,00
13,00
23,00
2,75
125,00
3,00
500,00
2,00
20,00
0.45
55,00
55,00
100,00
55,00
75,00
100,00
25,00
55,00
9,50
53,00
845,00 $
0,00 $
0,00 $
1078,15 $
0,00 $
160,00 $
0,00 $
678,01 $
45,00 $
386,00 $
4,00 $
4910,00 $
2660,00 $
49,10 $
5,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
2,00 $
0,00 $
1,00 $
4,00 $
2,00 $
0,00 $
0,00 $
0,00 $
0,00 $
2,112,50
7,816,59
6,720,00
14,916,22
67,50
5,519,80
640,00
8,592,50
16,758,00
1,374,80
950,00
110,00
55,00
300,00
200,00
$
66,132,91
i ~a5_
845,00 $
2350.40 $
0,00 $
4312,06 $
2142,66 $
160,00 $
0,00 $
678,01 $
45,00 $
386,00 $
4,00 $
4910,00 $
2660,00 $
49,10 $
5,00 $
0,00 $
0,00 $
1923,00 $
13,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
1,00 $
2,00 $
0,00 $
1,00 $
4,00 $
2,00 $
0,00 $
2,00 $
350,00 $
8,50 $
..
2,112,50
16,452,80
31,262,44
16,605,62
6,720,00
14,916,22
67,50
5,519,80
640,00
8,592,50
16,758,00
1,374,80
950,00
,--;
5,288,25
1,625,00
55,00
110,00
55,00
300,00
200,00
110,00
$
169,055.42
3,325,00
450,50
PAYESrXLS
i_iil5EEE-
3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 EA 2 $ 1,050,00 0,00 $ - 3,00 $ 3.150,00
4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 EA 3 $ 1,490,00 0,00 $ - 3,00 $ 4,470,00
5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 84-4020 (SUMP) EA 1 $ 2,400,00 0,00 $ - 1,00 $ 2,400,00
6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN SPECIAL EA 8 $ 825,00 0,00 $ - 7,00 $ 5,775,00
7 CONNECT TO EXISTING STORM SEWER MANHOLE EA 1 $ 475,00 0,00 $ - 1,00 $ 475,00
8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 $ 23,00 0,00 $ - 108,00 $ 2,484,00
9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 $ 24,30 0,00 $ - 293,00 $ 7,119,90
10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 $ 26,30 0,00 $ - 555,00 $ 14,596,50
11 21"RCPIPESEWER,DESIGN3006CLASSIII LF 122 $ 28,50 19,20 $ 547,20 41,20 $ 1,174,20
12 24" RC PIPE SEWER, DESIGN 3006 CLASS III LF 255 $ 30,30 0,00 $ - 255,00 $ 7,726,50
13 27" RC PIPE SEWER, DESIGN 3006 CLASS III LF 184 $ 36,60 0,00 $ - 184,00 $ 6,734.40
14 36" RC PIPE SEWER, DESIGN 3006 CLASS III LF 150 $ 50,50 0,00 $ - 152,00 $ 7,676,00
15 36" RC PIPE APRON EA 1 $ 1,250,00 0,00 $ - 1,00 $ 1,250,00
16 SUBGRADE PROCTOR EA 1 $ 80,00 0,00 $ - 0,00 $
17 SUBGRADE DENSITY _ INPLACE EA 8 $ 38,00 0,00 $ - 0,00 $
18 PIPE FOUNDATION MATERIAL CY 50 $ 13,70 46,70 $ 639,79 46,70 $ 639,79
T SCHEDULE 4,0 PIKE LAKE TRAIL (STORM SEWER) - TOTAL
SCHEDULE 5,0 PIKE LAKE TRAIL (WATERMAIN)
1 CONNECT TO EXISTING WATERMAIN
2 HYDRANT WITH 6" VALVE
3 6" GATE VALVE
4 8"GATEVALVE
5 10" GATE VALVE
6 12" BUTTERFLY VALVE
7 6" DIP WATERMAIN, CLASS 52
8 8" DIP WATERMAIN, CLASS 52
9 10" DIP WATERMAIN, CLASS 52
10 12" DIP WATERMAIN, CLASS 50
11 FITTINGS
12 SUBGRADE PROCTOR
13 SUBGRADE DENSITY -INPLACE
14 PIPE FOUNDATION MATERIAL
EA
EA
EA
EA
EA
EA
LF
LF
LF
LF
LBS
EA
EA
CY
T SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) - TOTAL
Pay Estimate 4
$
2 $ 480,00 0,00 $
5 $ 1,750,00 0,00 $
1 $ 455,00 0,00 $
1 $ 600,00 1,00 $
1 $ 840,00 0,00 $
2 $ 775,00 0,00 $
163 $ 16,50 0,00 $
48 $ 19,20 0,00 $
773 $ 21,80 0,00 $
553 $ 23,30 0,00 $
3150 $ 1,55 0,00 $
1 $ 80,00 0,00 $
10 $ 40,00 0,00 $
50 $ 14,00 50,00 $
$
Page 4
1,186,99
600,00
700,00
1,300,00
~--i
$
69,446,79
2,00 $ 960,00
5,00 $ 8,750,00
1,00 $ 455,00
2,00 $ 1,200,00
1,00 $ 840,00
2,00 $ 1,550,00
141,00 $ 2,326,50
48,00 $ 921,60
794,00 $ 17,309,20
555,00 $ 12,931,50
3235,00 $ 5,014,25
1,00 $ 80,00
4,00 $ 160,00
50,00 $ 700,00
$ 53,198,05
PAYESTXLS
E_-=ii=~~
SCHEDULE 6,0 PIKE LAKE TRAIL (SANITARY SEWER)
8" PVC SEWER SDR 35 (10-12') DEEP
4" PVC PIPE SEWER
8"X4" PVC WVE
CONNECT TO EXISTING SANITARY SEWER MANHOLE
48" DIAMETER SANITARY MANHOLE
SUBGRADE PROCTOR
SUBGRADE DENSITY - INPLACE
PIPE FOUNDATION MATERIAL
1
2
3
4
5
6
7
8
LF
LF
EA
EA
EA
EA
EA
CY
427 $
40 $
1 $
3 $
2 $
1 $
2 $
50 $
16,00
8,80
29,00
500,00
1,425,00
80,00
40,00
14,00
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
50,00 $
T SCHEDULE 6,0 PIKE LAKE TRAIL (SANITARY SEWER) - TOTAL $
SCHEDULE 7,0 MUSHTOWN ROAD (STREET)
1 MOBILIZATION LS 1 $ 3,500,00 0,00 $
2 CLEARING AC 1 $ 3,000,00 0,00 $
3 GRUBBING AC 1 $ 1,750,00 0,00 $
4 CLEARING EA 1 $ 400,00 0,00 $
5 GRUBBING EA 1 $ 250,00 0,00 $
6 COMMON EXCAVATION CY 9037 $ 2,50 0,00 $
7 SUBGRADE EXCAVATION CY 650 $ 4,25 0,00 $
8 SALVAGE TOPSOIL AND RESPREAD CY 2775 $ 1,75 2364,00 $
9 GEOTEXTILE FABRIC TYPE V SY 1950 $ 1,00 0,00 $
10 MODIFIED SELECT GRANULAR BORROW CY 3530 $ 8,00 0,00 $
11 AGGREGATE BASE, CLASS 5 TON 3425 $ 7,25 0,00 $
12 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 1210 $ 7,75 0,00 $
13 TYPE 41A, WEAR COURSE MIXTURE TON 650 $ 25,00 0,00 $
14 TYPE 31B, BASE COURSE MIXTURE TON 1025 $ 21,00 0,00 $
15 BITUMINOUS MATERIAL FOR TACK COAT GAL 340 $ 1,50 25,00 $
16 TYPE 41A, 2 112" BITUMINOUS PATHWAY TON 150 $ 42,00 150,00 $
17 BITUMINOUS DRIVEWAY SY 45 $ 9,00 0,00 $
18 ADJUST HYDRANT EA 2 $ 225,00 0,00 $
19 ADJUST FRAME AND RING CASTING EA 1 $ 250,00 0,00 $
20 CONCRETE CURB & GUTTER, B618 LF 4630 $ 6,15 0,00 $
21 CONCRETE VALLEY GUTTER SF 500 $ 4,20 0,00 $
22 SILT FENCE, HEAVY DUTY LF 1100 $ 2,75 0,00 $
23 BALE CHECK EA 30 $ 15,00 0,00 $
24 CATCH BASIN SEDIMENT BARRIER EA 11 $ 125,00 0,00 $
25 SODDING, LAWN & BOULEVARD SY 10300 $ 2,00 2430,00 $
Pay Estimate 4
Page 5
700,00
700,00
4,137,00
37,50
6,300,00
4,860,00
653,00 $
40,00 $
1,00 $
3,00 $
2,00 $
1,00 $
2,00 $
50,00 $
10,448,00
352,00
29,00
1,500,00
2,850,00
80,00
80,00
700,00
.,---,-j
$ 16,039,00
0,75 $ 2,625,00
1,00 $ 3,000,00
1,00 $ 1,750,00
1,00 $ 400,00
1,00 $ 250,00
7000,00 $ 17,500,00
650,00 $ 2,762,50
2364,00 $ 4,137,00
0,00 $
2169,57 $ 17,356,56
3617,11 $ 26,224,05
3580,87 $ 27,751,74
0,00 $
1032,59 $ 21,684,39
25,00 $ 37,50
150,00 $ 6,300,00
45,00 $ 405,00
0,00 $
0,00 $
4608,00 $ 28,339,20
182.40 $ 766,08
2176,00 $ 5,984,00
0,00 $
9,00 $ 1,125,00
2430,00 $ 4,860,00
PAYESTXLS
26 SEEDING MIXTURE 500 AC 1,6 $ 1,000,00 1,23 $ 1,230,00 1,23 $ 1,230,00
27 SEEDING MIXTURE 250 AC 0,4 $ 1,000,00 0,00 $ - 0,00 $
28 WOOD FIBER BLANKET SY 1600 $ 1,75 640,00 $ 1,120,00 640,00 $
29 DUST CONTROL WATER MGAL 60 $ 10,00 0,00 $ - 0,00 $
30 TRAFFIC CONTROL LS 1 $ 55,00 0,00 $ 1,00 $
31 SUBGRADE DENSITY TEST, INPLACE EA 4 $ 55,00 0,00 $ 4,00 $
32 CLASS 5 GRADATION TEST EA 2 $ 100,00 0,00 $ - 2,00 $
33 CLASS 5 PROCTOR TEST EA 1 $ 55,00 0,00 $ - 1,00 $
34 CLASS 5 DENSITY TEST, INPLACE EA 4 $ 75,00 0,00 $ - 4,00 $
35 CONCRETE TESTING EA 5 $ 100,00 0,00 $ - 0,00 $
36 BITUMINOUS AIR VOID TEST EA 5 $ 50,00 0,00 $ - 5,00 $
37 BITUMINOUS CORE DENSITY TEST EA 5 $ 25,00 0,00 $ - 5,00 $
OJ
'3
T SCHEDULE 7.0 MUSHTOWN ROAD (STREET) - TOTAL
SCHEDULE 8,0 MUSHTOWN ROAD (STORM SEWER)
1 12" RCP CLASS V LF
2 15" RCP CLASS V LF
3 18" RCP CLASS III LF
4 24" RCP CLASS III LF
5 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF
6 STORM MANHOLE 48" DIA EA
7 STORM MANHOLE 48" DIA WITH 3' SUMP EA
8 STORM MANHOLE 60" DIA WITH 3' SUMP EA
9 CATCH BASIN EA
10 18" RCP APRON EA
11 24" RCP APRON EA
12 RIPRAP CLASS III TON
13 SUBGRADE PROCTOR EA
14 SUBGRADE DENSITY - INPLACE EA
15 PIPE FOUNDATION MATERIAL CY
T SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL
CHANGE ORDER NO.1 PIKE LAKE TRAIL
1 COMMON EXCAVATION CY
2 SILT FENCE LF
3 CLEARING AC
Pay Estimate 4
293 $
28 $
159 $
44 $
1670 $
2 $
1 $
1 $
7 $
1 $
1 $
15 $
1 $
5 $
100 $
1000 $
600 $
0,23 $
23,60
25,00
26,80
30,80
9,50
1,000,00
1,200,00
1,850,00
840,00
590,00
775,00
55,00
80,00
40,00
14,00
3,50
2,75
2,500,00
Page 6
$
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
0,00 $
$
1000,00 $
600,00 $
0,23 $
17,684,50
3,500,00
1,650,00
575,00
1,120,00
55,00
220,00
200,00
55,00
300,00
~~
250,00
125,00
$ 176,813,02
230,00 $ 5,428,00
28,00 $ 700,00
149,00 $ 3,993,20
38,00 $ 1,170.40
1500,00 $ 14,250,00
2,00 $ 2,000,00
1,00 $ 1,200,00
1,00 $ 1,850,00
7,00 $ 5,880,00
1,00 $ 590,00
1,00 $ 775,00
15,00 $ 825,00
1,00 $ 80,00
5,00 $ 200,00
0,00 $
$ 38,941,60
1000,00 $ 3,500,00
600,00 $ 1,650,00
0,23 $ 575,00
PAYESTXLS
iiii
::::=:::::':'::mm::m::mlm:m:m:::m:m:m:t::m:::::::m:::t::m:::::m:m:tmmmmm:tm:mmt=:':::::m:m:m:m:::m=t::::::tm'tt:rr:::t=r::r::rr:::t:::rn:c::t:rr:ttt:n:rrrr::rr:t:::tt:r:tt:r:::m,:r:m=::ttmrr:l::mtmm:&Wrmm:m:mm,::m:m:::m:1igijj':m:m:m:::mtIIIHift:m:I::m:aI::::m:tIIjpf.ilifJ:::m:::t:::
4 GRUBBING AC 0,23 $ 1,250,00 0,23 $ 288,00 0,23 $ 288,00
5 RETAINING WALL SF 130 $ 23,00 130,00 $ 2,990,00 130,00 $ 2,990,00
6 COSTS INCURRED (WALL SUB) LS 1 $ 4,250,00 1,00 $ 4,250,00 1,00 $ 4,250,00
7 UTILITY SUB RE-MOB LS 1 $ 500,00 1,00 $ 500,00 1,00 $ 500,00
8 WATERMAIN MODIFICATIONS LS 1 $ 1,315,00 1,00 $ 1,315,00 1,00 $ 1,315,00
::
!:::l
T CHANGE ORDER NO.1 PIKE LAKE TRAIL - TOTAL $ 15,068,00 $ 15,068,00
SCHEDULE 1,0 FISH POINT ROAD (STREET) $ 59,420,07 $ 152,230,31 c~
SCHEDULE 2,0 FISH POINT ROAD (STORM SEWER) $ - $ 52,664,75
SCHEDULE 3,0 PIKE LAKE TRAIL (STREET) $ 66,132,91 $ 169,055.42
SCHEDULE 4,0 PIKE LAKE TRAIL (TRUNK STORM SEWER) $ 1,186,99 $ 69,446,79
SCHEDULE 5,0 PIKE LAKE TRAIL (WATERMAIN) $ 1,300,00 $ 53,198,05
SCHEDULE 6,0 PIKE LAKE TRAIL (SANITARY SEWER) $ 700,00 $ 16,039,00
SCHEDULE 7,0 MUSHTOWN ROAD (STREET) $ 17,684,50 $ 176,813,02
SCHEDULE 8,0 MUSHTOWN ROAD (STORM SEWER) $ $ 38,941,60
CHANGE ORDER NO, 1 PIKE LAKE TRAIL (GRADING, STORM SEWER, STREET) $ 15,068,00 $ 15,068,00
TOTAL ESTIMATE THIS PERIOD $ 161,492,47 $ 743,456,94
AL TERNA TE 1,0 MUSHTOWN ROAD (STREET)
1 MOBILIZATION LS 1 $ 2,200,00 0,25 $ 550,00 1,00 $ 2,200,00
2 CLEARING AC 0,1 $ 3,000,00 0,00 $ 0,10 $ 300,00
3 GRUBBING AC 0,1 $ 2,000,00 0,00 $ - 0,10 $ 200,00
4 COMMON EXCAVATION CY 1000 $ 4,00 0,00 $ 700,00 $ 2,800,00
5 SUBGRADE EXCAVATION CY 125 $ 6,00 0,00 $ 125,00 $ 750,00
6 SALVAGE AND TOPSOIL RESPREAD CY 200 $ 3,50 0,00 $ - 0,00 $
7 GEOTEXTILE FABRIC TYPE V CY 300 $ 1,00 0,00 $ - 0,00 $
8 MODIFIED SELECT GRANULAR BORROW CY 680 $ 7,50 0,00 $ - 680,00 $ 5,100,00
9 AGGREGATE BASE, CLASS 5 TON 700 $ 8,00 0,00 $ 887,73 $ 7,101,84
10 3" MINUS 100% CRUSHED QUARRY LIMESTONE CY 100 $ 9,00 0,00 $ 654,82 $ 5,893,38
11 TYPE 41A, WEAR COURSE MIXTURE TON 130 $ 28,75 0,00 $ 0,00 $
12 TYPE 31B, BASE COURSE MIXTURE TON 200 $ 25,00 0,00 $ 200,00 $ 5,000,00
13 BITUMINOUS MATERIAL FOR TACK COAT GAL 67 $ 2,00 0,00 $ 0,00 $
14 TYPE 41A 21/2" BITUMINOUS PATH TON 45 $ 55,00 91,64 $ 5,040,20 91,64 $ 5,040,20
15 CONCRETE CURB & GUTTER, B618 LF 835 $ 7,35 0,00 $ - 835,00 $ 6,137,25
16 BALE CHECK EA 10 $ 20,00 0,00 $ - 0,00 $
17 CATCH BASIN SEDIMENT BARRIER EA 4 $ 125,00 0,00 $ - 4,00 $ 500,00
Pay Estimate 4
Page 7
PAYESTXLS
!!~iEe_~=-=
18 SILT FENCE, HEAVY DUTY
19 SODDING, LAWN & BOULEVARD
20 SEEDING MIXTURE 500
21 SEEDING MIXTURE 250
22 WOOD FIBER BLANKET
23 DUST CONTROL WATER
24 TRAFFIC CONTROL
25 SUBGRADE DENSITY TEST, INPLACE
26 CLASS 5 GRADATION TEST
27 CLASS 5 PROCTOR TEST
28 CLASS 5 DENSITY TEST, INPLACE
29 CONCRETE TESTING
30 BITUMINOUS AIR VOID TEST
31 BITUMINOUS CORE DENSITY TEST
LF
SY
AC
AC
SY
MGAL
LS
EA
EA
EA
EA
EA
EA
EA
T ALTERNATE 1,0 MUSHTOWN ROAD (STREET) - TOTAL
ALTERNATE 2,0 MUSHTOWN ROAD (STORM SEWER)
1 12" RCP CLASS V
2 15" RCP CLASS V
3 18" RCP CLASS III
4 4" PERFORATED THERMOPLASTIC PIPE DRAIN
5 STORM MANHOLE 48" DIA
6 CATCH BASIN
7 SUBGRADEPROCTOR
8 SUBGRADE DENSITY - INPLACE
100 $
320 $
0,2 $
0,2 $
450 $
15 $
1 $
1 $
1 $
1 $
1 $
1 $
1 $
1 $
1,50
3,00
1,500,00
1,500,00
1,50
200,00
55,00
65,00
65,00
75,00
75,00
75,00
75,00
75,00
LF 12 $ 23,60
LF 38 $ 25,00
LF 148 $ 26,50
LF 150 $ 9,50
EA 1 $ 1,000,00
EA 3 $ 850,00
EA 1 $ 80,00
EA 4 $ 40,00
T AL TERNA TE 2,0 MUSHTOWN ROAD (STORM SEWER) - TOTAL
ALTERNATE 3,0 PIKE LAKE TRAIL (STORM SEWER)
1 4" PERFORATED THERMPLASTIC PIPE DRAIN LF
2 RANDOM RIP RIP CLASS III CY
3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 EA
4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 EA
5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 72-4020 (SUMP) EA
6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN SPECIAL EA
7 CONNECT TO EXISTING STORM SEWER MANHOLE EA
8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF
Pay Estimate 4
360 $
8,5 $
4 $
1 $
1 $
8 $
1 $
127 $
Page 8
9,50
55,00
1,025,00
1,500,00
2,400,00
850,00
475,00
23,00
0,00 $ - 100,00 $
0,00 $ - 0,00 $
0,00 $ - 0,00 $
0,00 $ - 0,00 $
0,00 $ - 0,00 $
0,00 $ - 0,00 $
0,00 $ - 1,00 $
0,00 $ - 1,00 $
0,00 $ - 1,00 $
0,00 $ - 1,00 $
0,00 $ 1,00 $
0,00 $ - 0,00 $
0,00 $ - 0,00 $
0,00 $ 0,00 $
$ 5,590,20 $
0,00 $ - 12,00 $
0,00 $ 28,00 $
0,00 $ 148,00 $
0,00 $ - 150,00 $
0,00 $ 1,00 $
0,00 $ - 3,00 $
0,00 $ - 1,00 $
0,00 $ 4,00 $
$ - $
0,00 $ 0,00 $
0,00 $ 0,00 $
0,00 $ 0,00 $
0,00 $ - 0,00 $
0,00 $ - 0,00 $
0,00 $ 0,00 $
0,00 $ - 0,00 $
0,00 $ - 0,00 $
150,00
55,00
65,00
65,00
75,00
75,00
41,507,67
283,20
700,00
3,922,00
1,425,00
1,000,00
2,550,00
80,00
160,00
10,120,20
PAYESrXLS
J
___-:raJE
9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 $ 24,50 0,00 $ - 0,00 $
10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 $ 26,30 0,00 $ - 0,00 $
11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 439 $ 28,50 0,00 $ - 0,00 $
12 30" RC PIPE SEWER, DESIGN 3006 CLASS III LF 150 $ 41,00 0,00 $ - 0,00 $
13 30" RC PIPE APRON EA 1 $ 950,00 0,00 $ - 0,00 $
14 SUBGRADE PROCTOR EA 1 $ 80,00 0,00 $ - 0,00 $
15 SUBGRADE DENSITY -INPLACE EA 8 $ 40,00 0,00 $ - 0,00 $
16 PIPE FOUNDATION MATERIAL CY 50 $ 14,00 0,00 $ - 0,00 $
TOTAL
$
5,590,20
$
$ 41,507,67
$ 10,120,20
$
$ 51,627,87
T ALTERNATE 3,0 PIKE LAKE TRAIL (STORM SEWER)-TOTAL
$
TOTAL ESTIMATE THIS PERIOD FOR ALTERNATES
ALTERNATE 1,0 MUSHTOWN ROAD (STREET)
ALTERNATE 2,0 MUSHTOWN ROAD (STORM SEWER)
ALTERNATE 3,0 PIKE LAKE TRAIL (STORM SEWER)
$
$
$
5,590,20
I HEREBY CERTIFY THAT THIS IS AN ACCURATE TABULATION OF THE BIDS
RECEIVED FOR THE ABOVE MENTIONED PROJECT,
Pay Estimate 4
Page 9
PAYEST.XLS
TEL: Jan
JAN-eS-1999 1SI0~"'M _ _.~~~~ C?_~~~~;~~!~~".~
MINNESOTA Depart:JMnt of R~vQXl~e
Withholding Affidavit far Contrador5
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MINNESOTA Department of Revenue
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Withholding Affidavit for Contractors
This oHidavlt mil" be OpprOlleJ by the Mlnn.1Ofa D.parlment of ReYMUft Wore ,J.e JIoIe of
Mlnnft.~c>'a of ony of III svoclivi,.lons con make hllul poym8TIt to confrOe/on.
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Certificate of Complkanco
Bcscd 01\ record. of tilts M1nn~oia Oeponment of Kevonue, I certify that !he conlroclor who hoe signed !hI, certiftea.. hQ3
fulflll.d aR th t'IIqulro/l'lenll of Mlnneoola Stalyto. 290.9'2 ond 290.97 concomlng \h. withholding of Minnesota Income lox
from wagea paid 10 employee. telatlng to contract servlc:a, ""lIh the sIolD of MlnnollOla ood/VI 115 iubdlvI,lona.
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IC 13-4 afftdClvil1 and hall. then'l eerllfled by Ihe Department of RlMInu. befe,. you can fll. your Clfflclo";lI. For eech
'1.~._"lrQl;tur you had, flU In ,1\1' Information below and oltac:h Cl copy oJ _och 5ubc:on' . . ,'I c.rtlrr.d IC.134. IF you
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OFFICE MEMORANDUM
Minnesota Department of Transportation
METROPOLITAN DIVISION--Waters Edge
State Aid Office
To: Mr. Pat Murphy
State Aid Engineer
Mails top 500
From: Sharon LeMay
Finals Administrator
Metro State Aid
Date: September 1, 1998
Phone: 651-582-1609
Subject:
REPORT OF STATE AID CONTRACT
SAP 201.114-03
CITY OF PRIOR LAKE
Please process the attached Report of State Aid Contract for the above referenced project.
The plans for this project were approved on Julv 25,1997 and project was let on
Auaust4.1997. .
Documentation is attached as follows:
. Report of State Aid Contract
. Abstract of Bids
NOTE: City is not applying for full state-aid eligible amount at this time due to low fund
balance, Please note any changes made to documentation submitted and forward to me for
distribution to Local Agency,
QQ_ Greg IIkka, City of Prior lake
R~~"'J~j
SEP 3 \998
.... ..,
[
ASSESSMENT NOTICE
CITY PROJECT #97-17, PIKE LAKE TRAIL
DATE: December 21, 1998
TIME: 7:30 P,M.
PLACE: Prior Lake Fire Station #1, 16776 Fish Point Road S.E.
NATURE OF IMPROVEMENT: As described in enclosed Public Hearing Notice
AREA TO BE ASSESSED: As described in enclosed Public Hearing Notice,
TOTAL AMOUNT OF ASSESSMENT ROLL: $224,473.10
Holy Cross Lutheran Church
P.O, Box 177
14085 Pike Lake Trail NE
Prior Lake, MN 55372
If the City Council adopts these assessments at or after the assessment hearing you may pay the total amount of your
Statement of Special Assessments within 30 days after the assessment hearing without interest. Partial prepayments
of assessments will also be accepted, but only within the 30 days following the hearing date, Otherwise the total
amount will be certified to the Scott county Auditor at Shakopee and an annual installment will appear on your tax
statement. All prepayments must be submitted to the Finance Office of the City, The City also has adopted a
deferred assessment ordinance whereby the City Council may defer the payment of special assessment for those
individuals who are permanently disabled or have attained the age of 65 or older, Guideline criteria and
applications are available at City Hall, Application must be made within 30 days following the adoption of the
assessment roll by the City Council.
If the entire assessment is not paid, then the assessment must be paid in annual installments with interest on the
unpaid balance, The first installment shall be the annual principal plus interest calculated from the public hearing
date to the end of this year plus the twelve months of the next year.
STATEMENT OF SPECIAL ASSESSMENTS
1. Total Current Paving Assessment
2, Total Current Water Assessment
3, Total Deferred Paving Assessment
4. Total Deferred S&W Assessment
5, Frontage Assessed
6. Frontage Deferred
7, Acreage Assessed
8, Acreage Deferred
9. Deferred Classification
10. Paving Rate per Front Foot
11. Water Rate per Front Foot
12. Acreage Rate
13. Length of Assessment (years)
14, Interest Rate
15. Parcel No,
16. Legal Description
$64.873.30
565'
$114.82/FF
9
8%
25-926-003-0
Sec 26. Tl15. R22 8.23 AC
N 640' ofW 560' ofNl/2 NE1I4
The proposed assessment roll is on file in the City Manager's office and any written or oral objections will be
considered at the public hearing, No appeal may be taken as to the amount of any assessment unless a signed,
written objection is filed with the City Manager prior to the hearing or presented to the presiding officer at the
hearing. An appeal to district court may be made by serving notice upon the Mayor or City Manager within 30 days
after adoption of the assessment roll and filing such notice with district court within 10 days after service upon the
Mayor or City Manager,
162mft~~e Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph, (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
.J. JI J1j
q ':1'-1 -1-
CHANGE ORDER
CITY OF PRIOR LAKE
16200 EAGLE CREEK AVENUE SE
PRIOR LAKE, MN 55372
Rr=CEIVED
SFP n 1 1998
en \' lJFPRIOR LAKE
CHANGE ORDER NO.2.
TO:
McNamara Contracting, Inc.
5001160th Street West
Rosemount, MN 55068-1304
DATE:
June 1, 1998
FOR:
Project No. 97-17, pike Lake Trail
Grading, Stonn Sewer, and Street Improvements
OWNER:
You are hereby directed to make the following change to your contract dated Auqust 18. 1997..
The change and the work affected thereby is subject to all contract stipulations and covenants.
This Change Order will increase the contract sum by:
City of Prior Lake
T
Jbree_Thousand-Four-Hundred-Eightv-SiX and No/IOO Dollars ($3.486.00)
Add the following:
I Unit
LS
LS
9uantity
1
1
Unit Price Amount
$1,086.00 $ 1,086.00
$2,400.00 ~ $ 2,400.00
I. Item
\ 1.
2.
Descriotion
15% mark-up on wall
Labor
Total Addition~ =$ 3,486.00 ,
$ 953.641.85
Amount of Original Contract
~ </8.142.00>
Change Order No. 1 <deduct>
$ 3.486,00
Change Order No.2
$ 878.985.85
Revised Contract Amount
Due to weather considerations, fInal completion of the bituminons wear course on Pike Lake Trail
and Mushtown Road is ,hereby extended to July 31,1998.
G:\PROJECTS\1997\I7PIKESO\C02.DOC
If
I,
--
, ,
DATE:
June 1, 1998
CHANGE ORDER NO.2
TO:
McNamara Contracting, Inc.
5001 1 60th Street West
Rosemount, MN 55068-1304
FOR:
Project No. 97-17, Pike Lake Trail
Grading, Storm Sewer and Street Improvements
OWNER:
City of Prior Lake
Approved as to Form:
/tUJ~il~tL~
CITY AITORNEY
APPROVALS:
Approved: City of Prior Lake
Owner
Approved: ,McNamara Contracting. Inc..
--
-
'.~. ,~qll B~-f);u.,
Date
6(,1 (q0
Date
By \,,~
"~":Yayor
By
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<<
City M
" q ~4 ~
Date.
Title
f!tm4ckt
--I
G:IPR.OJECI'S\I997\I7P1KESOIC02.DOC
II II ~iI
T
T"
ASSESSMENT RATE:
ASSESSMENT CODE:
INTEREST RATE:
SPREAD:
P ~ VMENT METHOD:
I
LEGAL DESCRIPTION
&
PARCEL NUMBER
See, 26, TI15, R22 25
S 25 A of NE'l. NW'/.
25-926-006-0
Sec. 26, TI15, R22 8,23
N 640' of W 560' ofN'/, NE'l.
25-926-003-0
Sec. 26, TI15, R22 15
N 552' ofE 1183.7' ofNE'/.
NW'/.
25-926-002-0
~. 25, TI15, R22 2.5AC
!'iO' ofN 435,60 of SE'l. NW'/.
25-926-00 1-1
DATE:
DECEMBER 21, 1998
PROPOSED $114.82/FF PAVING
PAVING - 92
8.0%
PAVING - 9 YEARS
EQUAL PRINCIPAL
CURRENT
FRONTAGE
565'
150'
PROPERTY OWNER
&
ADDRESS
DEFERRED
FRONTAGE
ISO'
Herbert & Elaine Wensmann
1895 Plaza Drive
Eagan, MN 55122
Holy Cross Lutheran Church
P.O, Box 177
14085 NE Pike Lake Trail
Herbert & Elaine Wensmann
1895 Plaza Drive
Eagan, MN 55122
620' -
150'
TOTALS
$'~~~~AA\$t~1~c?M.!,tm/ SI53,569.5O
. Credit reflects entire principal paid in 1997.
o
320'
Ed Vierling
14310 Pike Lake Trail
Prior Lake, MN 55372
o
ORIGINAL
CURRENT
PAVING
ASSESSMENT
AMOUNT
(Code 92)
$22,695,00
$85,484.50
$22,695,00
$22,695,00
REDUCED
CURRENT
PAVING
ASSESSMENT
AMOUNT
(Code 92)
$17,223.00
$64,873.30
$17,223,00
$17,223,00
SI16,542.30
REASROLLDOC
1998
PAYMENT
CREDIT
<$1,054.53>
<$3,972,04>
<$1,054.53>
<$5,527.16>*
REFUND
NET
CURRENT
PAVING
ASSESSMENT
AMOUNT
(Code 92)
SI6,168.47
$60,901.26
$16,168,47
None
....S>
~
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~
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Pike Lake Trail
Assessment Determination
I
Project #97-17
-
With Change Orders
(Deduct)
Step 1: Determine Construction Cost from bids, after Change Orders:
Street:
Storm Sewer:
Sanitary Sewer:
Watermain:
12./' I"
$191,470,50
$69,431.60
$12,423,00
$52,564,90
$325,890,00
($266,126.5'" $78,142,00 + $3,486,00)
Note: Error in bid quantity for a $2,850 difference.
This error is not reflected in the "Original Contract
Amount" in the pay estimates to date.
Step 2:
Deduct from Street and Storm Sewer the following costs:
Street + Storm Sewer:
1) Trunk Storm Sewer
2) 7 to 9 Ton
3) Sidewalks
1) Trunk Storm Sewer (Oversizing)
2) 7 to 9 Ton (Oversizing)
3) Sidewalks
$9,098,70 (Bid PriCE!.s)
$5,189,00 (Bid Prices)
$11,580.00 (Bid Prices)
$260,902,10 (=$191,470,50 + $69,431,60)
($9,098,70)
($5,189,00)
($11,580.00)
$235,034.40
Step 3:
Determine Project Costs (Construction + "Soft") add 30%
Street + Storm Sewer:
Sanitary Sewer:
Watermain:
Non-Assessable
1) Trunk Storm Sewer
2) 7 to 9 Ton
3) Sidewalks
Total =
$305,544.72 (1,3 x $235,034.40)
$16,149,90 (1,3 x $12,423,00)
$68,334,37 (1,3 x $52,564,90)
$33,628.01 (1,3 x ($9,098,70 + $5,189,00 + $11,580,00))
$423,657.00
Step 4: Determine Front Footage Rate for each type of work:
Project
Cost Frontage F/F Rate
Street + Storm Sewer: $305,544.72 2,661 $114,82
Sanitary Sewer: $16,149,90 2,096 $7,71
Watermain: $68,334,37 2,661 $25,68
Step 5: Determine Total Assessable Amounts:
Assessabl City Assessable
F/F Rate e Frontage Frontage Amount City Cost
Street + Storm Sewer: $114.82 1,955 706 $224,473,10 $81,062,92
Sanitary Sewer: $7,71 1,390 706 $10,716,90 $5,443,26
Watermain: $25.68 2,105 556 $54,056.40 $14,278.08
Non-Assessable $33,628.01
,
TOTALS $289,246.40 $134,412,27
T
Assessable totals
It
t... Pike Lake Trail
a-
*StreeUStorm sewer cost $ 402,597,52
~ Sanitary Sewer ($12A23,OO x 1,3) $ 16,149,90
Watermain ($52,564,90 x 1,3) $ 68,334,37
Sidewalk ($11,580,00 x 1 ,3) [MSA] $ 15,054,00
7-9 tons ($5,189.00 x 1,3) [MSA] $ ~ le14~,11'
trunk storm ($9,098,70 x 1,3) ]TRUNK] $ 11,828,31
Project Assessable Assessable
Project Assessments Cost Frontage Rate F/F frontage Amount City FF City Cost
...
StreeUStorm Sewer $ 4Q2,597,52 2,6Q1 $151,30 1 ,955 $ 295,782,85 706 $ 106,814,67
Sanitary Sewer $ 16,149,90 2,096 $7,71 1,390 $ 10,710,10 706 $ 5,439,80
Watermain $ 68,334,37 2,661 $25,68 2,105 $ 54,056,31 556 $ 14,278,06
Non-assessable (SWKJ 7- 9 ton /TRUNK STM) $ 33,627,31 $ 33,627,31
9,0
T atals $ 520,709.10 $ 360,549,25 $ 160,159,85
Actual bid for street $ 266,126,50
Storm sewer bids $ 69,431,60
Trunk Storm se~er,deduct (LAlli \ ) $ (9,098,70) -
7-9Tondeduct1"bas=- $ (5,189,00)
Sidewalk/Ped, r~mps bid
total of bids
30% admin/bond/eng./insp/survey
*Grand Total
""
..
~
<DIe
Page 1
Cf1- )1-
August 27, 1998
Mr. Bob Brown
Metro Division State Aid Engineer
Minnesota Department of Transportation
1500 West County Road B2
Roseville, MN 55113 ·
Subj: S,A.P, 201-114-03
PIKE LAKE TRAIL, PRIOR LAKE, MINNESOTA
Dear Mr. Brown:
Please find enclosed a Report of State Aid Contract for the subject project. Also included is a
tabulation of the bids received on the project, Please forward these to the appropriate member of
your staff for processing,
If you need additional information or documentation or have any questions please call me at 447-
9831.
Thank-you.
Sincerely,
k~
Greg ~a, P .E.
City Engineer
CITY OF PRIOR LAKE
16200 Eagle Creek Ave. S.E" Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
MnlDOT 31072 (Rev. 12/96)
REPORT OF STATE AID CONTRACT
S.A.P.
201-114-03, Pike Lake Trail (Submit one Report for each project number.)
Other S.A.P.'s or S.P.'s tied to this project
City of _ Prior Lake
N/A
(For reference only)
TO THE COMMISSIONER OF TRANSPORTATION:
The City of Prior Lake has entered into a Contract with McNamara Contracting. Inc, of
Rosemount. Minnesota. for the construction of the above mentioned project which was let on
AUl!Ust 4. 1997, in the total amount of$403.396.00. Payment and Performance Bonds for the
full amount of the contract have been provided by National Fire Insurance COITmanv of Hartford.
with the aggregate liability of the bond(s) equal to twice the amount of the contract. A portion of
this contract in the amount of $276.396,00 will be paid for with local funds. The remainder of
the contract in the amount of $127.000.00 qualifies for State Aid participation and funding is
requested on the following basis:
URBAN (Cities over 5000) $_ 127,000,00 from Municipal Acct. *
RURAL $ from Acct. *
MUNICIPAL (under 5000) $ from Acct. *
OTHER $ from Acct. *
OTHER $ from Acct. *
RIW Acquisition costs will not be requested.
Project DevelopmentJEngineering costs in the amount of $ 0,00 are hereby requested.
*
**
Regular, Municipal, State Aid Bond Account, CTB, MTB
Fund 29 (Bridge grants); Town Bridge; State park Road; etc,
I hereby certify that the wage rates on this contract equal or exceed the minimum hourly rates
required for work on state funded construction projects as determined by the Minnesota
Department of Labor and Industry,
Remarks:
DATED: '2-7 .4-vd-
19'1 g'
SIGNED:
~~ J!1, .wt~
() qJfj Engineer
DAI bV:
19
APPROVED:
District State Aid Engineer
...&, ..1. ...
MniT'OT 31072 (Rev. L S)
...
REPORT OF STATE AID CONTRACT
S.A.P.
201-114-03. Pike Lake Trail (Submit one Report for each project number,)
Other S,A.P.'s or S,P,'s tied to this project
City of Prior Lake
N/A
(For reference only)
TO THE COMMISSIONER OF TRANSPORTATION:
The City of Prior Lake has entered into a Contract with McNamara ContractinQ. Inc, of
Rosemount. Minnesota" for the construction of the above mentioned project which was let on
AUQust 4. 1997. in the total amount of $403.396.00, Payment and Performance Bonds for the
full amount ofthe contract have been provided by National Fire Insurance Comoanv of Hartford.
with the aggregate liability ofthe bond(s) equal to twice the amount of the contract. A portion of
this contract in the amount of $276.396.00 will be paid for with local funds, The remainder of
the contract in the amount of $127.008,00 qualifies for State Aid participation and funding is
requested on the following basis90 (; ) ~ 3? , ~ ~
URBAN (Cities over 5000) $_127.000,00 from Municioal Acct.*
RURAL $ from Acct, *
MUNICIP AL (under 5000) $ from Acct. *
OTHER $ from Acct. *
OTHER $ from Acct. *
R/W Acquisition costs will not be requested.
Project DevelopmentlEngineering costs in the amount of $ 0,00 are hereby requested,
*
**
Regular, Municipal, State Aid Bond Account, CTB, MTB
Fund 29 (Bridge grants); Town Bridge; State park Road; etc,
----------------------------------------------------------------------------------------------------------------------
I hereby certify that the wage rates on this contract equal or exceed the minimum hourly rates
required for work on state funded construction projects as determined by the Minnesota
Department of Labor and Industry,
Remarks: IJ~ C'mYi'd r fJi) Cfipfy, ~~O ,,01'0.10 a~ af2-
DATED: '27 A--tAd 191~ SIGNED: /~~ //1, r~v1-
(/ <@Engineer J
~ 1 1ffi
DATED: APPROVED: ~s_iP~ ~~-
TEL:
JAN-0B-1999 15:11
Jan q.8 99
t'O-lAI1ffiA ca-rrRACT I NG I NC . ,I '
16:21 No.008 P.06
6123225944 P.06/06
""""
JUN 22 '99B
Mlnn..ote Department of Rovenua
Withholding Affidavit for Contractors
Ie-1M
J:Ioy. 11 JOO
Company naml!
PRECISION PAVIiMENT MARKING INC
Addr1la&
14280 JAMES ROAD
City th.te Zip COde
ROGERS MN 66474
Plene type or W'f'll'lt ot..rly Ilton. TI1le will b" your
mallt'lp lab.1 for returnl"g tho oomp1e\Od fornl.
Telephone rAMnbet
to 12)629-11120
DId VOU /'t,v. .mCloy... wortc 011 tIlle proJecn1
If non., IlCIJTIln who dlddW'worlt:" - ".., ,
YES
ThIll etfldavll MUtlt be apDfoved by the .JUM..ota D~r\nwnt or Reven"" bcrflM" the
!hatD of MlnnlllQta or Iny 0' III BUlldlvl,'ona oll1lnalle flnll payment to oOnlrlC1N(I,
MlnnMOta 10 numbftr
1888443
MonlJllvNI \'VGrit begllO
Oct.97
Month',.ar work ended
JUI'I-9B
I
Totll ConVlot lmot.Int:
$4,740,00
Amount 1111 dUI:
"'lIll1et number:
Proltot location:
,",uleat ~r:
Addrea
Check the bolf thet dHorlbea your b\Volvernoht In th. praJecI and fill In "I Information roquell18d In Ihat aeftgory:
- __0
'488.00
CP U7-02
FISH POINT AD/PRIOR LAKe
CITY OF PRIOR LAKE
080le n... ...r
0!;IIIJcon\lWOlOf If you I,. I .vbGonltaotor, flU In the name e"d .ddrellt of the UUltreotor 1tIat hlled \'Ou:
MCNAMARA CONTRACTING INCi BOOl lOOTH WEST. R05EMOUNT, MN 65Q69
Dprtrn ConlrMtor H you IlUbcotr1roctad out any work on rhl8 pr~jeet. all of vour lubeomrllc:torll mwt fae thllr own
IC.\34 .ftld.,," end tUNII V.II L"'lIrtIllecl by ttlo D'Plnment at Revenue before YOII Olin fU. your
.fTleI.vIt. Fft, eath cuboonttevtOl vou hid, fill In ~'" MIIltI. InfOrm.tlon billow, II'Id ntlOh I copy
of each suI, .. '." oIVr'1 oertIflocf Ie. 134. IIf you n"lef MOtl 'PIUII, ..tech II c..,.,... she"t,)
8Ulinllll name Address Own.rlOffloer
................. 4o.'
---
I._~- ".:_
I 1I-.1..1het.." ~"ammIon IIlIv01Ml1d In I\n thl& torm Iv true Ind oorn.... to tll. tlI&1 ot my kncrwltdltlt WId bell... 'authorlzl'
the 0eper1ment of R~nue 10 d1lCllose pertlnenr Information rela"", to thla project, Including 'ending oopl81 ot fila form,
to 1he prime conIr: 'lIIT1 . IUboo "" . ,Dr. erld ta firry .ubOomrDOtCll"I H J 1m I prIMe oontteoto" "lll '0 tho con'ractlng agenav.
IItroto.. --I-- Title Olt.,
....1 OFACE MANAGER 8/1 8/98.
r oertifloatlon, mall original and one copy to;
MlnnlttotQ Olilpartmont of Revenue, Bualn&G9 TrUll! Tax Seotlon
Mall Stellon 6610, 81 Puul, MN 86148-6610
C.r1IfIoete of Compllanoe with MInn..ola 'noom. Tax Withholding Lew
easr:d on rcoords 0' the Mlrlnoeotl Dup.nm.nt of nOVenvll, I wnlly that th. contfAtlt", wha ..,.. clghnod this Hrtllk:.w nu
ful'lQ.d aN thl ,."url'fIlmtl Of Mlnne.at. Sttatutll& 290.92 end 290.87 cOllClefnlng the wlthtloldlng 0' Minneeot. inoom. till 'rom
WIlQOI oeld 10 AmDlov.... r.l,mll to. ~ontr.ct ..NlOOI with the ct. " 0' MlrlneeotoO Ind/or Ih eulKllvllllonl,
1""1\1,. "I..,\llarIr..rr '''I ., ..... tA'V~
~~v~
D\1te
~
....... Na. IOOoIN
TOT~ P.l2l6
I. III II!I
,.I JI. .II..
1
'(1 ~Ir
CHANGE ORDER
CITY OF PRIOR LAKE
16200 EAGLE CREEK AVENUE SE
PRIOR LAKE, MN 55372
CHANGE ORDER NO.1
TO:
McNamara Contracting, Inc,
5001 160th Street West
Rosemount, MN 55068-1304
DATE:
April 20, 1998
FOR:
Project No, 97-17, Pike Lake Trail
Grading, Storm Sewer, and Street Improvements
OWNER:
City of Prior Lake
You are hereby directed to make the following change to your contract dated Ammst 18. 1997,
The change and the work affected thereby is subject to all contract stipulations and covenants.
This Change Order will decrease the contract sum by:
Seventv-EiQht-Thousand-One-Hundred-Fortv-Two and No/lOO Dollars ($-78.142.00)
Deduct the following:
Item Description Unit Quantity Unit Price Amount
1. Retaining Wall S.F. 6,000 $14.30 $85,800.00
2. Guard Rail L.F. 570 $13.00 I $7.410.00
Total Deductions ! $93,210.00
Add the following:
Item Description Unit' Quantity Unit Price Amount
1. Common Excavation C.Y. 1,000 $3,50 $ 3,500,00
2. Silt Fence L.F, 600 $2.75 $ 1,650,00
3. Clearing Acre 0.23 $2,500.00 $ 575.00
4. Grubbing Acre 0.23 $1,250.00 $ 288.00
5. Retaining Wall S.F. 130 $23.00 $ 2,990,00
6. Costs Incurred(wall Sub) L.S. 1 $4,250.00 $ 4,250,00
8. Utility Sub Re-Mob L.S. 1 $500.00 $ 500,00
9. Watermain Modifications L.S. 1 $1,315.00 $ 1,315,00
Total Additions $15,068.00
G:\PROJECTS\I997\17P1KES0\CO 1 ADOC
----~.~----~.__.---'- .
1
DATE:
, April 20, 1998
CHANGE ORDER NO, 1
TO:
McNamara Contracting, Inc.
500 I 160th Street West
Rosemount, MN 55068-1304
FOR:
Project No. 97-17, Pike Lake Trail
Grading, Storm Sewer and Street Improvements
OWNER:
City of Prior Lake
Amount of Original Contract
$ 953.641.85
Change Order No, 1 <deduct>
$ <$78.142.00>
Revised Contract Amount
$ 875.499,85
The Contract time for bituminous base course completion for Pike Lake Trail is hereby extended
to June 30, 1998. Substantial completion and final wear course completion for Pike Lake Trail is
hereby extended to July 15, 1998, Contract time for Mushtown Rd. and Fish Point Rd. are not
affected by this change.
Approved as to Form:
CITY ATTORNEY
APPROVALS:
Approved:
City of Prior Lake
Owner
Approved: McNamara Contracting:. Inc,
By
By
By
Date
Title
Date
G:\PROJECTS\I991\17PIKESO\COI A,DOC
.
T
ISSUE DATE (MMIDD/YYI
Certificate No. 00036038
PRODUCER
COBB STRECKER DUNPHY & ZIMMERMANN, lNC,
150 SO, 5th ST,.SUITE 2000
MINNEAPOLIS, MN 55402
CERTIFICATE OF INSURANCE
08/20/97
This certificate is issued as a matter of infonnation only and confers no rights
upon the certificate holder, This certificate does not amend, extend or alter the
coverage afforded by the policies listed below,
COMPANIES AFFORDING COVERAGE
COMPANY
LEITER A TRANSCONTINENTAL INSURANCE CO.
COMPANY
LiB H~.R B
INSURED
MCNAMARA CONTRACTING, INC.
5001 160TH STREET WEST
COMPANY
LEITER C
COMPANY
LJ::\llJ::\R D
TRANSCONTINENTAL INSURANCE CO, ~,
..,~
CONTINENTAL CASUALTY COMPANY ~ <'
/ T
TRANSCONTINENTAL INSURANCE CO. (9~..>
ROSEMOUNT
MN 55068
COMPANY
LEITER E
COVERAGES
This is to certify that policies of insurance listed below have been issued to the insured named above for the policy period indicated,
Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate may
be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and
conditions of such policies, Limits shown may have been reduced by paid claims,
E~ Type of Insurance
Policy Number
Policy Effective . Policy Expiration
Date (mm1dd/v'!l Date (mm1dd/vv)
Liabilitv Limits
A GENERAL LIABILITY
General Aggregate
Pire Damage
(Any One Fire)
Medical hxpense
(Anv One Person'!
$1.000,000,00
$1.000,000,00
$500 .000,00
$500,000.00
$,00
$,00
[ X ] Commercial General Liability
[ ] Claims Made
[ X ] Occurrence
[ ] Owner's & Contractor's Proto 121134300
[ ]
03/01197
03/01198
l'rOOucts-Lomptups
A!!~re~ate
l'ersonal & Advertlsmg
Iniurv
hach Occurrence
B AUTOMOBILE LlABILffY
[ X ] Any Auto
[X] All Owned Autos (priv Pass,)
[ X ] All Owned Autos(Other)
[ X ] Hired Autos
[ X] Non-Owned Autos 121134278
[ ] Garage Liability
[ ]
CSL
03/01197
03/01198
Bodily
Injury
Per Person
Bodily
Injury
Per Accident
P,ul',,.~j
lamilfp'
$1.000.000.00
$,00
$,00
C
EXCESS LIABILITY
[ X] Umbrella Form 121134295
[ ] Other Than Umbrella Form
03/01197
03/01198
$.00
Each A.ggregate
Occurrence
$5,000,000,00 $5,000,000.00
StatutorY I
~luo,uou.uo (tiaCh ACCident)
D WORKERS' COMPENSATION
AND
EMPLOYERS' LIABILITY 168516047
03/01197
03/01198
$500,000,00 (Disease Policy Limit)
$100,000,00 (Disease Each Employee)
E OTHER
UJ::\,:)\...luPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONJ/SPECIAL ITEM...
1997 STREET & UTILITY CONSTRUCTION OF PROJECT 97-02; FISH POINT ROAD, PROJECT 95-07
MUSHTOWN ROAD PROJECT 97-17 PIKE LAKE TRAIL
ADDITIONAL INSUREDS: CITY OF PRIOR LAKE (OWNER) AND THE PROJECT ENGINEER
CITY OF PRIOR LAKE
16200 EAGLE CREEK AVENUE SE
PRIOR LAKE MN 55372
~AN~IDJ,.AJ~Qt'
Should Any vf 1 De Above Described Policies Be Cancelled Before The
Expiration Date Thereof, The Issuing Company Will Mail 30 Days
Written Notice To The Certificate Holder Named To The Left,
CERTIFICATE HOLDER
AU;~ORIZED REPRESENTA:...TI~
,,<J( Q...U..;-yr H ' ~(;VYO
..... ".&L. ....
.~-'
JAMPBELL KNU1 ~ON
91/\"1'
Professional Association
Attorneys at Law
Thomas J, Campnell
Roger N, Knutson
Thomas M, Scott
Elliott B, Knetseh
Suesan Lea Pace
(651) 452-5000
Fax (651) 452-5550
Joel J, Jamnik
Andrea McDowell Poehler
Matthew K, Brokl*
John F, Kelly
Matthew J, Foli
Marguerite M, McCarron
December 24, 1998
* Al.s() licensed in \'x'i.mm.sin
Mr, Greg Ilkka
Director of Public Works
City of Prior Lake
16200 Eagle Creek Avenue SE
Prior Lake, MN 55372-1714
Re: Holy Cross Lutheran Church vs, City of Prior Lake
Dear Greg:
Enclosed for your information is the Church's final written argument, The Judge has
up to 90 days to make a decision,
Best regards,
7///7
/// 1/ .
i?1
By:
Thomas M, Scott
TMS:cjh
Enclosure
\' l.t
DEe 2 ~ '~~6
Suite 317 . Eagandale Office Center · 1380 Corporate Center Curve · Eagan, MN 55121
...a ~I. .u.,
DEt~23-98 WED 02:43 PM O#NEILL.TRAXLER & ZARD
" 1
6127582599
P.03
IN DISTRICT COURT
STATB OF MINNESOTA
COUNTY OF SCOTT
FIRST JUDICIAL DISTRICT
ASSBSS~NT APPE~
--------------------------------~----------------------------------
Respondent.
)
}
)
)
) APPELLANT'S FINAL
) ARGUMENT
)
)
) Court File No. 97-20534
)
)
)
Holy Cross Lutheran Church,
Appellant,
vs.
city of Prior Lake,
-------------------------------------------------------------------
The principal issue in this assessment appeal is whether the
assessment to Appellant' s property exceeded the special benefit.
Appellant contends the assessment exceeds the special benefit, and is
therefore unlawful.
Municipalities are authorized by statute to make local
improvements and to assess properties benefitted by such improvements.
Minn. stat. S429.021 and S429.051. For a special assessment to stand,
it must meet the following guidelines: (I) the land must acquire a
special benefit from the improvement; (2) the assessment must not
exceed the benefit; and (3) the assessment must be uniform on the same
class of property. Tri-St,~t~ I.~,t:ld Co. v. City of Shoreview" 290 N.w.2d
755, 777 (Minn. 1980). The benefits from an improvement are calculated
on the market value of the land before and after the improvement.
.Anderson v. Gitv of Bemid;~, 295 N.W.2d 555, 560 (Minn. 1980). If the
assessment ia set higher than the special benefit conferred, it is a
taking without compensation to the extent of the excess. Car1son-Lanq
Realtv Co. v. Citv of Windo~, 240 N.w.2d 517.519 (Minn. 1978). When
the issue presented is the claim that a special assessment exceeds the
~
...&. .la, .11..
DEC~23-98 WED 02:44 PM O~NEILL,TRAXLER & ZARD
, 1
6127582599
P.04
benefit from an improvement to the assessed property, the trial court
must independently review the evidence relating to the value of the
assessment rather than defer to the decision of the taxing authority.
Tri-State at p. 778. A district court must order a reassessment if it
finds that a reduction is appropriate. Buettner v. Citv of St. Clou~,
277 N.W.2d 199, 204-05 (Minn. 1979).
An II independent finding of
special benefit establishes a permissible assessment ceiling." Mi. at
205.
Jack Hunter, President of Holy Cross Lutheran Church congregation,
testified that in 1993 they purchased the subject parcel from the
Minnesota South District of the Lutheran Church Missouri Synod for
$43,482.00 with the purpose of constructing a church.
He testified
they paid $78,682.47 for the improvements to the property in 1993, in
the form of sanitary sewer and trunk, street collector fee and
stormwater management fee. The Church was unable to obtain a building
permit until the improvements were made. Mr. Hunter testified that he
received notice of the City's proposed assessments in 1997 and appeared
at city Council meetings challenging the proposed assessment. After
the assessment was adopted, he again met with city officials to
attempt to resolve the matter. The response he received was that the
City would let the Courts handle the matter from this point on.
The property was a difficult parcel for development purposes. The
original top of the hill was 45 feet above the road.
The Church
investigated two options for development. To regrade the property to
make it fully usable would involve moving approximately 75,000 cubic
yards of dirt at a cost in excess of $200,000.00. The other option,
which was selected, involved removing 5 feet of dirt off the top of the
site. A switchback driveway was created to climb the 40 feet at a cost
,,j JI .iJ.,
DEC~23-98 WED 02:45 PM O~NEILL,TRAXLER & ZARD
6127582599
p.e5
DEC~23-98 WED 02:45 PM O~NEILL,TRAXLER & ZARD
-']:!
6127582599
P.1<l6
benefit from all utilities for the Church parcel, including the amounts
paid in 1993 of $78,682.47 and the 1997 assessment of $111,001.20. Mr.
Wicker concluded that the assessments exceeded the special benefit by
$89,684.00.
Mr. Wicker stated that the parcel was clearly over
assessed and that the property did not receive a special benefit of
$111,001.20 from the recent assessment of approximately $111,001.20.
He stated that full utilities resulted in a benefit of $100,000.00 to
the
"'l'l.,.....~, _
r------
Full utilities will cost the
Church
approximately
$189,000.00.
This exceeded the benefit to the property by
approximately $89,000.00.
using Mr. wicker's analysis, the special
benefit to the property from the improvements was approximately
$22,000.00.
The City will attempt to argue that this analysis is inappropriate
because the improvements in 1993 were paid for by the Church and were
not "assessed." This is an attempt to confuse the Court by using an
apples to oranges analysis. They will claim because the improvements
were not assessed in 1993, they cannot be factored in to a "before and
after" valuation. This is a red herring issue.
The issue under Chapter 429 is whether the assessment exceeds the
special benefit. Both appraisers testified that it did, while they
came up with different valuations. Both appraisers factored in the
previous amounts paid for improvements. Appellant's appraisal found a
"before" valuation of $88,000.00 and an "afterll valuation of
$188,000.00, for all utilities. The property did not receive a special
benefit from the improvements as assessed by the city.
City Engineer Greg Illka testified that pursuant to statute and
City procedures three basic criteria must be satisfied before a parcel
can be validly assessed: (1) land must have received special benefit;
I
..&, .11&
, ,., ~J;:C'-23-98 WED 02: 46 PM 0" HE I LL, TRAXLER & ZARD
1
6127582599
P.C37
(2) amount of assessment must not exceed the special benefit; and (3)
Mr. Illka testified that these
the assessment must be un1torm.
criteria were from the City's assessment policy manual.
On cross
examination, Mr. Illka agreed that the city did not make a specific
determination prior to making the assessments that the amount of the
assessment did not exceed the special benefit. He testified that they
did not have an appraisal of the property "before" and "after". Mr.
Illka testified that the general way a public improvement is assessed
to the property owners is that they take the total project cost, look
at the front footage of the parcels, and divide that to get the
assessments. He testified that they generally just look at the costs
and do not get an appraisal of the affected parcels to determine
whether the improvement increases the property valueB to the levels of
the assessment. He testified that the City tries to look at the costs
of development and attempts to determine whether the improvement would
increase the market value to the level of the assessment. On crOBB
examination, Mr. Illka stated that the city council tries to make a
determination as to whether the special benefit exceeds the amount of
the assessment.
In reality, the City council relies on the City
Engineer's opinion. In Respondentia Exhibit 4, subsection 26, page 4,
the city Manager asked whether in the City, Engineer's professional
opinion, the special assessment benefit equals or exceeds the amount
proposed in the assessment roll. Mr. Illka said the benefit did exceed
or equal the amount proposed in the assessment roll in his professional
opinion. At trial, Mr. Illka attempted to place the decision solely in
the hands of the Council.
During the public hearings on the improvements, council Members
had concerns about the valuations. Council Member Schenck questioned
....
I
DEC~~3-98 WED 02:47 PM O~NEILL.TRAXLER & ZARD
[
6127582599
P.la8
how the City proposed to address the proof of the proposed valuation
increase to the property. At that City Council meetins, November 3,
1997, Jack Hunter stated that in 1993 when they built the church they
were told they had to request sewer whe(l applying for a building
permit, or they would not ,get the building permit.
He stated that
Larry Anderson, former city Engineer, worked with the developer to try
and have them pay all the costs of the access road. The Church did not
believe they would be assessed again for any future improvements. In
subpart 17 of Exhibit 4, page 4, several council Members expressed
concern whether there would be any appeals of the pike Lake Trail
project. There was concern at that time whether the assessments were
consistent wi th the added value to the property.
Mayor Andren
indicated that the Pike Lake Trail had been an issue for 4 years and
that at one time a developer was going to do townhomesi then it was
changed to a business park. She said she was concerned about having an
assessment hearing after the project was commenced, because they had
not done it that way. Mr. Illka further testified that the City had
recently reassessed the property to $79,382.00, as compared to the
initial $111,000.00.
He testified that this was a resul t of a
retaining wall being removed from the project.
Jason Messner, the City'S appraiser, testified that he conducted
a "before and after" analysis of the parcel with utilities and came up
with a special benefit of $83,000.00. He testified he factored in the
previous assessments of approximately $78,000.00. He further testified
that he was familiar with the appraisal previously done by Frank Wicker
prior to performing his appraisal.
One valuation area not addressed by either appraiser conc~rned the
development costs for this parcel. The City'S appraiser valued the
'. 1I1 1m
1
..&, ..,.....
DEC~23-98 WED 02:47. PM O~NEILL.TRAXL~R & ZARD
T
6127582599
P.09
property at $327,000.OQ after utili~ies. If th~ property was ever to
be developed for anything other than a church, single family housing
for example, the developer would have to incur well over $200,000.00 in
additional development costs. There would be additional costs to bring
the utilities to each lot. This piece of property could not be
developed with affordable lots. Ultimately, the property is not worth
as much as other parcels of similar size and location. The Church
bought a hill. This ca.nnot be compared to other flat or slightly
rolling land with woods or ponds. This was not factored in by either
appraiser. Both appraisers were too high if development costs were
factored in. Given the costs of developing the land and the probable
proceeds from sale of developed sites, the City's assessment cannot be
supported.
The present use of the land is not the controlling factor in
determining whether the land has received benefit from the improvement.
Rather, the test is whether the land could be used for purposes which
would benefit from the improvement. polden v. Citv of EaaaoJ, 393
N.W.2d 526, 528 (Minn.Ct.App. 1986). The economic infeasibility of
developing the property reduces the level of benefit from the
improvement. The Church had a street before. The Church had water
before. Does a paved street and city wa~er increase the value of the
property by $111,000.00. Clearly this is not an accurate assessment.
The City has recently proposed to reassess the parcel to a total
assessment of $79,382.50. 'l'his is a change supposedly based on reduced
costs of the project. However, once again there was no discussion as
to property valuations. Appellant claims that the City reassessed the
parcels in light of the appraisal they received. Mr. Messner testified
that he started the appraisal several months ago and it took him time
DEC~23-98 WED 02:48 PM O~NEILL,TRAXLER & ZARD
T
6127582599
P.10
to finish: but gave the reason that it was simply not a high priority
item. His report is dated November 11, 1998. The date of the notice
of public hearing on reassessment for Pike Lake Trail project was dated
December 4, 1998. Appellant contends that this is simply an attempt to
avoid costs in this matter granted to the prevailing party. The City
has admitted that the special benefit should now be reduced to
$79,382.50. The initial assessment was $111,001.20. Appellant had to
take this appeal as the costs of improvement exceeded the special
benefit: As such, at the appropriate time, Appellant is entitled to
their costs and disbursements in this matter.
Another inequity in this case concerns the delay in receiving the
City's appraisal.
Appellant had their appraisal in December 1997.
Appellant did not receive the City's appraisal until a few weeks before
trial. Further inequity concerns the interest costs incurred by the
Church for the assessment. They were assessed in November of 1997, and
interest began accruing on the assessment at that time. The project
was not completed until the middle of 1998. They were being charged
interest on the full utilities, but they only had partial use until
completed. The Church, to date, will have been charged with one year's
interest ($10,291.19) on the full assessment, despite the fact that
they did not benefit fully until the project was completed and that the
assessment amount significantly exceeds the special benefit.
In conclusion, Appellant's property had water prior to the 1997
improvements. Appellant's property had road access prior to the
improvements. The improvements provided City water. The improvements
provided a paved road. The total costs to the Appellant for these
improvements was approximately $189,000.00. The Church was required to
undergo the initial improvements in 1993 in order to obtain a building
il II 1111
I
DEC-23-98 WED e2:4~PM O~NEILL.TRAXLER & ZARD~, 6127582599
P. "11
permit to build their church.
Whether they paid these costs by
agreement or were assessed is irrelevant. If they did not pay them,
the costs would have been assessed at a later date. Appellants had to
construct a switchback driveway at a cost of $50,000.00 and shave 5
feet off the top of the hill to make the property usable.
If the
property were to be developed, for single family homes, which is
consistent with development in the neighboring property, significant
grading would have to be performed to make the parcel usable. These
costs would have to be passed on to the lots and would be cost
prohibitive to new buyers.
The proposed assessment, and also the proposed reassessment,
exceed the special benefit to the property. Appellant respectfully
requests that the Court order the City to reassess the parcel with a
,
ceiling of $22,000.00, and recalculate the interest accrued to date in
an equitable amount.
DATED: This 23rd day of December, 1998.
Ch
Atty. ID '212209
O'NEILL, TRAXLER, ZARD,
NEISEN & MORRIS, LTD.
Attorneys for Appellant
Law Building, 222 East Main
P. O. Box 105
New Prague, Minnesota ,56071
Phone: 612-758-2568
il III 1111
r,'IEY
~1 -11-
O'NEILL, TRAXLER, ZARD, NEISEN & MORRIS, Ltd.
A1TORNEYS AT LAW
LAW BUILDING
222 EAST MAIN STREET
P. O. BOX 105
NEW PRAGUE, MINNESOTA 56071
ROBERT 0, O'NEILL
STEVEN D, ZARD
CHRISTOPHER A. NEISEN
CHRISTOPHER E, MORRIS
Phone: (612) 758-2568
Fax: (612) 758-2599
NORBERT B. TRAXLER
Of Counsel
February 16, 1998
Mr. Frank Boyles
City Administrator
City of Prior Lake
16200 Eagle Creek Avenue S.E.
Prior Lake, Minnesota 55372
RE: Holy Cross Lutheran Church
vs. City of Prior Lake
Court File No. 1997-20534
Dear Mr. Boyles:
Please find enclosed and
Appellant's Informational
referenced matter.
served upon you by U. S . Mail the
Statement Form regarding the above-
LER, ZARD,
IS, LTD.
CEM/cln
Enclosure
cc: Jack Hunter
f'l ~"'~'-""-~"._--"'--"~'
FORM 111.02 INFORMATIONAL STATEMENT ~civil Matters--Non-Familv\
STATE OF MINNESOTA
DISTRICT COURT
COUNTY:_SCOTT
JUDICIAL DISTRICT: FIRST CASE NO.: 1997-20534
CASE TYPE: Assessment Apneal
Holv Cross Lutheran Church.
Appellant,
APPELLANT'S
INFORMATIONAL STATEMENT FORM
vs.
City of Prior Lake.
Respondent.
1. All parties (have) ~~~~~ ~~~ been served with process.
2. All parties {3~7~) (have not) joined in the filing of this form.
3. Brief description of the case: Annellant did not receive ~
snecial benefit in the amount assessed from Public ImDrovemen~
Pro;ect 197-17 which was adonted bv Resnondent on Rovember 3.
1997. and. therefore. Annellant should only be assessed for th~
amount of snecial benefit.
4. It is estimated that the discovery specified below can be
completed within 4 months from the date of this form. (check
all that apply, and supply estimates where indicated.)
a. Factual Depositions No Yes X , estimated number 2
b. Medical Evaluations No Yes , estimated number
c. Experts Subject to
Discovery No Yes X , estimated number 2
5. Assignment as an expedited X standard complex case is
requested. (If not standard case assignment, including brief statement
setting forth the reasons for the request.)
6. The dates and deadlines specified below are suggested.
a. 04/15/98 Deadline for joining additional parties, whether
by amendment or third party practice.
b. 04/15/98 Deadline for bringing non-dispositive motions.
c. 05/01/98 Deadline for bringing dispositive motions.
d. RIA Deadline for submitting to the
Court. (specify issue)
e. RIA Deadline for completing independent physical
examination pursuant to Minn. R. civ. P. 35.
f. 05/15/98 Date for formal discovery conference pursuant to
Minn. R. civ. P. 26.06.
g. 06/01/98 Date for pretrial conference pursuant to Minn. R.
Civ. P. 16.
h. 06/15/98 Date for scheduling conference.
i. 06/01/98 Date for submission of a Joint Statement of the
Case pursuant to Minn. Gen. R. Prac. 112.
j. 06/30/98 Trial date.
k. 06/01/98 Deadline for filing (proposed instructions),
(verdicts), (findings of fact), (witness list),
(exhibit list).
1. R/A Deadline for
7.
Estimated trial time: 1 days
than a day must be stated in hours).
(specify)
hours (estimates less
"""
8. A jury trial is: (X) waived by consent of Appellant
pursuant to R. civ. P. 38.02. (specify party)
( ) requested by
(NOTE:Applicable fee must be enclosed.) (specify party)
9. a. MEETING: Counsel for the parties have not met N/A
to discuss case management issues. (date)
b. ADR PROCESS (check one):
Counsel agree that ADR is appropriate and choose the
following:
Mediation
Arbitration (non-binding)
Arbitration (binding)
Med-Arb
Early Neutral Evaluation
Moderated Settlement Conference
Mini-Trial
Summary Jury Trial
Consensual Special Magistrate
Impartial Fact-Finder
Counsel agree that ADR is appropriate but request that
the Court select the process.
X Counsel states that ADR is NOT appropriate because:
the case implicates the federal or state
constitution.
X other (explain with particularity)Parties should
be able to neaotiate this matter without the aid
of ADR.
domestic violence has occurred between the
parties.
c. PROVIDER (check one):
The parties have selected the followingADR neutral:
The parties cannot agree on an ADR neutral and
request the Court to appoint one
The parties will select an ADR neutral on or
before
10. st ny additional information which might be helpful to
hen scheduling this matter. N/A.
signed:
Lawyer for Respondent
signed: \
L Appellant
Christopher E. Morris
Atty.Reg.#: 212209
FIRM: O'NEILL. TRAXLER. ZARD.
NEISEN & MORRIS. LTD.
Address: Law Buildina. 222 East Main L
P. O. Box 105
New Praaue. MN 56071
Phone: ,'612\ 758-2568
Date: Februarv 16. 1998
Atty.Reg.#:
FIRM:
Address:
Phone:
Date:
. III 1111
-111
'1:r -/r
December 30,1997
Mr. Tom Scott
Campbell Knutson Scott Fuchs
1380 Corporate Center Curve
317 Eagandale Office Center
Eagan, MN 55121
SUBJECT: HOLY CROSS lUTHERAN CHURCH
APPEAL OF SPECIAL ASSESSMENT
PIKE LAKE TRAil IMPROVEMENTS
Dear Tom:
I am forwarding a copy of the information given to me by representatives of Holy Cross
Lutheran Church. They apparently had an appraisal done on the property.
In 1993 the Church and the City entered into an agreement to extend the sanitary
sewer to the Church. They discuss what they paid for the sanitary sewer improvement.
I have included a copy of that agreement with this letter for your information.
I assume that the next step is for the City to obtain its own appraisal of the property.
Please advise if you wish me to take the lead on obtaining that, or if you will.
If you have any questions my direct dial number is 447-9831.
Sincerely,
1J:k~
Director of Public Works/City Engineer
CITY OF PRIOR LAKE
Enclosure
16200 Eagle Creek Ave. S.E" Prior Lake, Minnesota 55372-1714 / Ph, (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
~
...&. ..a. ....
l!1
Holy Cross Lutheran Church
Special V.oter's Assembly
December 22, 1997
Status report regarding Holy Cross' Appeal of Special Assessments.
Frank J. Wicker Associates has completed it's Appraisal Report,"Street Improvements
and Cost Benefit Analysis". Wicker appraised the property as vacant land,
considering its highest and best use as residential since the parcel is adjacent to
residences, with new residential developments occurring to the South qnd East of the
parcel.
The appraisal uses six comparable properties with limited utilities and six properties'
with full utilities. Wicker's professional conclusion is the Holy Cross property is worth
(as of December 5, 1997):
Value before improvements
Value after improvements
Total benefit of improvements
$ 88,060
$188.700
. $100,640
In 1994 we paid $78,682.47 for partial improvements. With an average escalation 5%
per year, this would equal $92,900 when also brought to December 5, 1997.
Therefore,
Total economic benefit received from improvements $100,640
Previously paid $ 92.900
Remaining cost benefit for street improvement $ 7,740
.
,~ ....
1
-...,
RE!.!.r1ALS
WHEREAS, Holy Cross desires to construct a church building on its property
in the City of Prior Lake, and
WHEREAS, Holy Cros has requested that the City provide sewer service to
its property line which will require extending sanitary sewer across County State
Aid Highway 42 and along the length of property located on Pike Lake Trail, and
W 1f..l1.;REAS, in order to extend said sewer line as requested by Holy Cross,
the City requires reimbursement for certain construction costs and needs certain
right-of-way easements for the City and Scott County
NOW THEREFORE, in consideration of the mutual promises, convenants
and agreements herein and in consideration of the City extending its sanitary sewer
line to Holy Cross' property, the parties agree as follows:
Page 1
~. "'''
II
1.
1 ~
Holy Cross .:snall pay City Four Thousand (~,vOO.OO) Dollars prior to
the issuance of a building peU..L~t by the City to Holy Cross.
2. Holy Cross shall pay City Seventy-Four Thousand Six Hundr~d
Eighty-Two And 47/100ths ($74,682.47) Dollars (the balance of the sanitary sewer
extension construction costs and related fees) by July 19, 1993. In the event said
balance is not received by the City by July 19, 1993, the City shall stop further
building inspections and will.not issue a Certificate of Occupancy.
3. Holy Cross shall execute and deliver all necessary easements. required
for the extension of the sanitary sewer project as prepared by the City and Scott
County~
4. The assumptions and understandings of the parties as set forth on
Exhibit "A" attached hereto are incorporated herein and are part of this Agreement.
5. This Agreement may be amended by the parties hereto only by written
instrument executed in accordance with same procedures -and formality followed for
the execution of this Agreement:
6. This Agreement may be simultaneously executed in several
counterparts, each of which shall be an original and all of which shall constitute one
in the same instrument.
7. The terms and conditions hereof shall be binding upon and inure to the
benefit of the representatives, successors, and assigns of the parties hereto.
8. This Agreement shall be executed by the City Manager and the Mayor
of the City only when authorized by the City Council.
IN VI rn'ffiSSWHEREOF, City and Holy Cross have caused this Agreement
to be duly executed as of the day and year first above written.
Page 2
1
'.Db
T~; CITY COUNCn.. ON T~ 2/ DAY. OF
.r'~'. I
, . Ii
~~g,db.,;J~
FrankBors?~w ~er
~/Lyt' ~~.
LYd1YAndi~n, Mayor
, !
APP~VED AS TOi~
By ~ltw^ (1, \, \.l"'-U
Glenn R. Kessel
LOM:MEN, NELSON, COLE, & STAGEBERT, P.A.
80 South 8th Street, Suite 1800
~eapolis,~ 55402
HOLY 9)088 LUTHE~ CHURCH
By ~-'~,-~: (14
ch~les g, ~/
By (7 /.,../k--
Gary Tho J: pson; TruStee
By'0~'
David Busse, Trustee
Page 3
- -. ....."
T
STATE OF MINNESOTA)
) .
COUNTY OF SCOTT )
On the day of , 19 , before me, a Notary
Public, within and for said County personally appeared Lydia Andren and Frank
Boyles, to me personally known, being each by me duly sworn did say that they are
the Mayor and City Manager, respectively, of the City of Prior Lake, a Minnesota
municipal corporation, named in the foregoing . instrument; and that said
instrument was signed on behalf fo the municipal corporation :by authority of its
City,Counci1 and acknowledged said instrument to be the free act and deed of said
municipal corporation.
N atary Public
STATE OF MINNESOTA)
)
COUNTY OFSCO'fT )
On the /5~daY of ~ (){.m L .1993 before me, a Notary Public,
within and for said County persriiliy appeared Charles Vig, Gary Thompson, and
David Busse, to me personally known, being each by me duly sworn did say that
they are Trustees of Holy Cross Lutheran Church, and that said instrument was
signed on behalf of the Church of authority of its Board of Trustees and
acknowledged said instrument to.be the free act and deed of said Church.
AGREE.WRT
MARY A. M1EROW ... JY7/1;1.A..f () 1YI.J.J/'v62-U'-
!~'~".... NOTAR'f pUBlIC_MINNESOTA ,~ ~
(~ SCOTT COUNTY.r u.
L. \. Yy;.~~:EJ;*8&()d.15, 1996 otary Public
, __ ,__,.__\\t\t\\lt\\~"
~,\\., .,,\l .
Page 4
~
T
--.
11 EXllltsIT A"
HOLy CROSS LJJTHERAN CHURCl{
June 11, 1993
1. ,ASSIJ)\'Jt' J .ONS,
A. Holy Cross will grant easements for street as prepared by Scott County and the
City of Prior Lake
-75 feet CSAH42
-75 feet Pike Lake Trail
B. Frontage and area charges, based upon easements being provided.
2. City will extend sanitary sewer across CSAH 42 and extend the length of the ,p..v,perty
along Pike Lake Trail and provide a sewer service stub to the }'..v~ line.
The City understands that the church desires completion of the building by September I,
1993. The City will make reasonable efforts to have the sewer available at ,that time. In
the event that the sewer is not available at that time, the City will not be liable for delays
caused.
3. Sanitary sewer, watermain and paving ilU}'wvements will be adjacent to the property
along CSAH 42 & Pike Lake Trail in the future. Assessments and/or charges will be
based upon the rates and policies at that time.
4. The cUUI;......trates are as follows:
Sewer
Street
Water
$ 401F00t
$ 401F00t
$ 20IFoot
Street Collector
Trunk Sewer
Trunk Water
Stonn Water Management
$ 700/ Acre
$1,375/Acre
$1,375/Acre
$. 168/Square Foot
5. The amqunt owed to the City based upon providing ROW.is as follows:
SANITARy'sEWER
A.
Sanitary Sewer Trunk
6.29 Acres ($1,375/Acre)
=
$ 8,648.75
B. Sanitary Sewer Lateral
..
Page 1
;-.. III 1m
t'
490 Feet l~.oolFoot)
,""
=
:j)19.600.00
SUB TOTAL
$28,248.75
STREET COLLECTOR FEE
6.29 Acres ($700.00/Acre)
STORM WATER MaNAGEMENT FEE
=
$ 4.403.00
6.29 Acres ($.168/Square Foot)
43.560 Square Feet/Acre
=
$46.030.72
$78.682.47
TOTAL
=
6. To facilitate cash flow for the church in lieu of collecting the amount owed to the City up
front, the church will pay $4,000.00 prior to issuance ofa building pennit and the balance
by July 19. 1993. In the event that payment is ,not made by July 19. 1993, the City will
stop further building inspections and will not issue a Certificate of Occupancy.
7. City Staff will present this for Council approval at the June 21. 1993 Council Meeting.
The church will agree to this in writing prior to placing it on the Council Agenda.
CHURC1.WRT
Page 2
11 ~I 1m
CONSTRUCTION PAYMENT VOUCHER
Estimate Voucher No.
3
For Period Ending:
November 30. 1997
Date: December 10, 1997
Project Number:
97-17
Class of Work:
Pike Lake Trail Street Imorovments
For: Citv of Prior Lake
To:
McNamara Contracting. Inc
5001 160th Street
Rosemont ,MN 55068
A, Original Contract Amount
B. Total Additions
C, Total Deductions
D, Total Funds Encumbered
E. Total Value of Work Certified to Date
F, Less Retained Percentage
G. Less Total Previous Payments
H. Approved for Payment, This Report
I. Total Payments Including This Voucher
J. Balance Carried Forward
$ 403.396.00
$ 0
$ 0
$ 403.396,00
5 %
$ 238.419.36
$ 11.920,97
$ 96.972,01
$ 129.526.38
$ 226.498.39
$ 176,897.61
APPROVALS
Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials
are satisfactory and the work properly performed in accordance with the plans and specifications and that the total
work is 60 % completed as of, November 30 . 1997, I hereby recommend payment of this voucher,
Project Engineer Approval: ~ ~ ~ --/Jl. ~
/17;7 '
This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work
certified herein is a fair approximate estimate for the period covered by this voucher,
Signed By: 9 ~ Yh A
r!~
(
Contractor: Me,,'V OJ'f1AN.. w.rrl-+ (ttcl't'j :r;;.. L ..
Date:
1':k-tD-o'l
Title:
CITY OF PRIOR LAKE
-f ':fw Iv( c-Q~-f+
V oucher Check~<rBy .
1'2- /ID ('1'
50 ( - 4830 S - 50 )
Date:
Approve~r Payme~
K~~
Authorized Representative
Date: (;)...1 \ 0 ) C\ 1
VOUCH3,DOC
-.
CONSTRUCTION PAYMENT VOUCHER
Estimate Voucher No.
2
Date: November 5. 1997
Class of Work:
For Period Ending:
October 31. 1997
Project Number:
97-17
Pike Lake Trail Street Imorovrnents
For: Citv of Prior Lake
A. Original Contract Amount
B. Total Additions
C. Total Deductions
D, Total Funds Encumbered
E. Total Value of Work Certified to Date
F, Less Retained Percentage
G, Less Total Previous Payments
H, Approved for Payment, This Report
I. Total Payments Including This Voucher
J. Balance Carried Forward
APPRQV ALS
To:
McNamara Contracting. Inc
5001 160th Street
Rosemont ,MN 55068
$ 403.396,00
$ 0
$ 0
$ 403.396,00
5 %
$ 102.075.80
$ 5,103,79
$ 16.022,94
$ 80.949,07
$ 96.972,01
$ 306.423,99
Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the materials
are satisfactory and the work properly performed in accordance with the plans and specifications and that the total
work is 25 % completed as of, October 31 . 1997, I hereby recommend payment of this voucher.
Project Engineer Approva1:_ ~~~
This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work
certified herein is a fair approximate estimate for the period covered by this voucher.
Contractor: (V1<AJ..~,"".... C...+r..~j"'i ':t.... S;gned By: ~ J11;;J;...
Date: (l- lP - l1l Title: ~
CITY OF PRIOR LAKE
~!~
Voucher~~ejA!y
Date: /1- 6,. 91
5"D\ - 462040 - 50 I
VOUCH2,DOC
I ~I IIII
APprov~.orpa~~
r~.-( .
Authorized Representative
Date: II / (. I <t ..,
,p~I1!lj),\1!lI!'i1!c\\%,wn!i'{X'i'i,"{nnwn:\l\!!Q"jI€Tm!frJI'lj:~i!,!1\~~!l1$~jpk~!i!~!l!'l'ji\\W{:{:W{W!0tKKiii'i;'i>i""ii'
ASSESSMENT HEARING DATE: NOVEMBER 3, 1997
ASSESSMENT RATE: PROPOSED $151.30IFF PAVING, SINGLE FAMILY RESIDENTIAL
ASSESSMENT RATE: PROPOSED $7.71IFF SAN. SEWER, SINGLE FAMILY RESIDENTIAL
ASSESSMENT RATE: PROPOSED $25.68IFF WATERMAIN, SINGLE FAMILY RESIDENTIAL
ASSESSMENT CODE: PAVING - 92
ASSESSMENT CODE: SEWER - 93 '
ASSESSMENT CODE: WATER - 93
INTEREST RATE: 8.0%
SPREAD: PAVING - 10 YEARS
SPREAD: SAN. SEWER - 20 YEARS
SPREAD: W A TERMAIN - 20 YEARS
INITIAL YEAR: 1998
ADDITIONAL INTEREST: 58 DAYS
PAYMENT METHOD: EQUAL PRINCIPAL '1
.
LEGAL DESCRIPTION
&
PARCEL NUMBER,
PROPERTY OWNER
&
ADDRESS
Herbert & Elaine Wensmann
3312 West 151st Street
Rosemount, MN 55068
Holy Cross Lutheran Church
P,O. Box 177
14085 NE Pike Lake Trail
Herbert & Elaine Wensmann
3312 West 151st Street
Rosemount, MN 55068
Ed Vierling
14310 Pike Lake Trail
Prior Lake, MN 55372
Lot 8 Block 1
Maple Hills Addition
TOTALS
ASROLL.DOC
PAVING SEWER WATER
CURRENT ASSESSMENT ASSESSMENT ASSESSMENT
FRONTAGE AMOUNT AMOUNT AMOUNT
(Code 92) (Code 93) (Code 93)
770' $116.501.00 $5.936,70 $19.773,60
565'
$85.484,50
$4.356.15
$14.509,20
470'
$71.111.00
$3.623,70
$12,069,60
150'
$22.695.00
$1.156.50
$3,852,00
150
$22.695,00
$1.156.50
$3.852,00
$318.486.5Q
$16.229,55
$54.056.40.
'::>'T~l ~~N J-1A-~~
-
ISO' ISo' ) 5"0
-nO' 770f 770
410' 4-70' 470
5"fo!7 r 5foS-
13 <Jo \ S-O
, "
/955' ~IO S- .
I
LEO B. lc HElEN A. VlERuNC
SO'
>-
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ir
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_ TD'fA-l- ~
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770 '
470 '
0'
~\;\o~
~~T
...
lfJ
~ II ~ IL . 45' R.O,W. TO BEl
'--l-t. ~ ..... - - ACQUIRED
. f -
,.."..','..m....::p.. .............,_....,....:::t:"........,.. .
., .. no......... .. . _..........'......... ....,~....
\ .. , .. --...--.... ...-......-""'..':":..-.. . t........._-",...,..,...........m'~.......~
~ """""" "Q"-<T-_, I SO · W",1l' ~ '-- 11 ~ . .um.
AS PER KNOB H1U AOOIllON 0 ~e:~ EXlsn~,o.w.-
o ~~ . . ~ \0\LLS
f' '''TOI<A- COI<<u: ..J \
v: l~
\ ~
w\ I\JLt- \.;
\ ~
~
;:>'~IC
15'0'
770'
410'
5"05'
H~~
15'0'
77D I
470'
C:h c: '
t-'IK~ I AKr --RAil
,
770 STR.Ee.T
770' {..JA. n=~
770' ~GHE:R.
'l\ENSMANN
REAlTY
ED VlERUNC
,
1$"0 S~
\>0' ~t=vi~
ISO'14.ATe.R
PROPOSED RETAINING WAlLS
~\
\
"0 \ \..- \.--
70fo....,>o:;. $"~. H
70 b ' S1JZ.ee.l
70h' 7eWf;~
~ PROPOSED SANITARY SEWER
\..,...,....::::::::.-.J STREET IUPROVEMENTS
F-~':'~.~':-:.:':.:.:::::~ M
.. ~ -1-.ll::a
r""'ItP"'\,"""'.....__ _____ _ ____
"..., :3 ") ~ I ?f?' \t 'J
t:I ..1 01J.flO
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L
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~: j r
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'9 \ 0 ~
~ ..l H6
-t ~8 I
o 31e/~
~
>- si'4~ 01.~'ro
I
09!;;
lOSt"
...al$iJI
It<;tthl
1S'0
/FJ \
~o?\i- ob
g..~'._".
"." .
, ' o',e"
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c.; ()
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..,..........-"
/
91~~~2
lONVl:18 AH10~OO
~I I AKI:: ....HAIL
,
770 STR.66.T
770' 14ATlil<
770 ' ~GH~R.
WENSUANN
REAlTY
~NSUANN
REAlTY
I
47D $TRet::'-r
470' ~S~e.fZ.
470' NATe!Z.
N
V
I~
o
a:::
ED V1ERUNG I >-
1$"'0 I S~ PROPOSED STORM 5EWERl ~
\s;b' 5t:vl~ PROPOSED RETAINING WALLS <t PROPOSED STREET I.z! 5
ISO' L4A~ SEClION UNE-r ()
/!, 45" R.O. W. TO BE - . . . , .'.
'I ACQUIRED - - - ~ -t
("I/' ~"::':'{.:'=.f""""""":'~"":"~""':'"""'t,:~~"".,:,,,'iID~~!~:::..'~'4$::"': _.~"
- . Ic.....'lWI\~f'-- It ~ ' '.' ~E)(JSllNG'~5' R.O.W.' 'I, '-'
7V' rll;" EXISTl~.O.W. _ ,
D1CAlED RIGHT-OF-WAY 0 ~E:W. ~ \.1\\_\.-S C/~&-.' ,e':' t"',_~I) ~
PER KN08 ",,,oon... .. ~ \' \ ...,~ _ 7 J _ ,n..- I' 1
-c MITOKA CIRClE ~ LUlHERAN CHURCH , I
.\ l~ S'l12.eer >105' FUTUREJ
J\.-~ \. Yh. NA-TE~ 565' WATERMAIN I
\-JII\'\ I , \ S~e~ 0' I
o
~
\
\\\'--Y
~>o::. $"~ H
( '(/:O~': $1J2ee:
70 b ' ~e..Hf;~
~
o
200
.
,.
UTILITY AND & I Ht:t: I'
IMPROVEMENTS
PROPOSED SANITARY SEWER (THIS PROJECT)
PIKE LAKE TRAL
Assessable totals
I
I
Pike Lake Trail
$ 402,597 ~
$ 16,149~
$ 68,334,37
$ 15,054~
$ 6,745,00
$ 11,828,31
"Street/Storm sewer cost
Sanitary Sewer ($12,423,00 x 1,3)
Watermain ($52,564,90 x 1,3)
Sidewalk ($11 ,580,00 x 1,3)
7-9 tons ($5,.1.89,00 x 1,3)
trunk storm ($9,098,70 x 1,3)
Cost
Assessable
frontage
[MSA]
[MSA]
]TRUN"l
Project Assessments
Project
Frontage Rate F/F
Assessable
Amount
City FF City Cost
Non-assessable (SWKl7- 9 ton /TRUNK STM)
1,955 $ 295,782,85 706 $ 106,814,67
1,390 $ 10,710,10 7~_~,439,80
2,105 $ 54,056.31 556 $ 14,278,06
-",...,-
$ 33,627,31
- -, --
$ 360,549,25 $ 160,159,85 t
\
\
\
$ 402,597 ~ 2,661 $151,30
.-L- 16,1~~ 2,096 $7,71
$ 68,334,37 2,661 $25,68
----
$ 33,627~ ,__ ----,-
-----
,-
$ 520,709,10
---
$ 266,126.50
$ 69,431 ,60
$ .(9,098,70)
$ (5,189~,....___
$ (11,580,00)
$ 309,690,40 '.
~
$ 92,907,12 I
--+-
$ 402,597.52 \
-
Street/storm Sewer
Sanitary Sewer
Watermain
Totals
~
Actual bid for street
~
Storm sewer bids
Trunk storm sewer deduct
7-9 Ton deduct 1" base
Sidewalk/Ped, ramps bid
total of bids
30% admin/bond/eng.linsp/survey
"Grand Total
.......t
-;
, Page 1
J)~$(;Rll'1'l()N:
ASSESSMENT HEARING DATE:
ASSESSMENT RATE:
ASSESSMENT RATE:
ASSESSMENT RATE:
ASSESSMENT CODE:
ASSESSMENT CODE:
ASSESSMENT CODE:
INTEREST RATE:
SPREAD:
SPREAD:
SPREAD:
INITlAL YEAR:
ADDITlONAL INTEREST:
PAYMENT METHOD:
LEGAL DESCRIPTION
&
~RCEL NUMBE~
Sec, 26, Tl15, R2W
S 25 A of NEIl, NW/,
25-926-006-0
Sec, 26, Tl15, R22 8,23
N 640' ofW 560' ofNI/2 NEil,
25-926-003-0
~
Sec, 26, '[115, R22 15
N 552' ofE 1183,7' ofNE'/, NW/,
25-926-002-0
Sec, 25, TI15, R22 2,5AC
E 250' ofN 435,60 of SEll, NW/,
25-926-001-1
~
Lot 8 Block 1
Maple Hill Addition
25-082-008-0
-=-=:
-;
ASROLL.DOC
!!!tQJ)!!~'i!ftjilj;~~~i~Yii~~r!~g!'!Y!B~1'!"7
NOVEMBER 3,1997
PROPOSED $151.30/FF PAVING
PROPOSED $7.71/FF SAN. SEWER
PROPOSED $25,68/FF W A TERMAIN
PAVING - 92
SEWER - 93
WATER-93
8.0%
PAVING -10 YEARS
SAN. SEWER - 20 YEARS
W ATERMAIN - 20 YEARS
1998
58 DAYS
EQUAL PRINCIPAL
PROPERTY OWNER
&
~DDRESS
~ & Elaine Wensmann
3312 West 151st Street
Rosemount, MN 55068
Holy Cross Lutheran Church
p,O. Box 177
14085 NE pike Lake Trail
Herbert & Elaine Wensmann
3312 West 151st Street
Rosemount, MN 55068
Ed Vierling
14310 pike Lake Trail
Prior Lake, MN 55372
DaVid & Nancy Triebel
14264 Mitoka Circle NE
prior Lake, MN 55372
TOTALS
CURRENT
r:B-ONTAGE
770'
565'
470'
150'
150'
--.--
PAVING
ASSESSMENT
AMOUNT
(C~2)
~116.501.00
SEWER
ASSESSMENT
AMOUNr
(Code 93)
~85.484.50.
$71.111.00
~22.695,OO
$295.791.50
1
~5.936.7Q.
Q
$Ui23 ,70
$1.156,50
Q
$~W6.90_ T
WATER
ASSESSMENT
AMOUNt
(Code 93)
-
~.19,773,60
$14.509.20
~12.069.60
$3.852,00
Q
~3.852,OO
-
$54.056.40
- LEGAL DESCRIPTION PROPERTY 0-
& &
~RCELN11~ bPDRE~
- -
MUSHTOWN - -
~ - - - - - -
Lots 1, Block 2, Windstar Addition ~
Herbert & Elame Wens
25_911-044-1 3312 West 151st Street
Roseroont, MN 55068
I- - ---= Brink Lan~
Lotsl-12, Block 3, Lot 4, Block 1,
Woodridge Estates 3rd Addition 7765 East 175th Street
Prior Lake, MN 55372
l -
,~ L ~
DESCRIPTION:
ASSESSMENT HEARING DATE:
ASSESSMENT RATE:
ASSESSMENT CODE:
INTEREST RATE:
SpREAD:
INITIAL YEAR:
ADDITIONAL INTEREST:
PAYMENT METHOD:
Ii
\
ASROLL,DOC
~.
1
PROJECT #95-07, MIlSIlTOWN RO,\D STREET IMPROVEMENT
NOVEMBER 3, 1997
PROPOSED s67.50iFF P A- VING, SINGLE FA-MIL Y REsroENTlA.L
PAVlNG-9,\
8.0%-
PAVING -10 YEARS
1998
58 DAYS
EQUAL PRINCIPAL
WNER l - .
CURRENT
fl3:0NT Mill
---
PAVING
ASSESSMENT
~UN1
~code 94)
roan
-
150'
=--
-~oj25.QQ
$85.177,OQ
_ J -TI!T~ I- ~~J
-
1
-
I
.l.U. ill
10-30-57 4:56PM
BANNIGAN & KtLL1~
-,
SENT BY;
Banni;gan & Kel1v. P.A.J
ATTORNEYS AT LAW
1750 )lOIrI'H .....,..."..AI. UFB TOWEll
445 MlNNf"SOTA STIlBRT
SAJNl" rAUL, MINNI!$Ul'A :55101
(f) 11) 22.4-3781
PAX (612) ZZ3-1019
10HN F. 1\J\I'lJrllOAN. J1l,
PATRICK J. KELLY
JA)IET M. VfIUlBSKI
SO)lO l.D PAWctrrT
STBl'lUiI'f PLLY
O~tober 30, 1997
Sent Via Fax tJnd U.S. Mail
Mr. Frank Boyles
City Manager . Prior Lake
16200 Eagle Creek Ave. SE
Prior Lake, MN 55372
RE: Public Improvement Project No. 97-17. Pike Lake Traillmpruvemenrs
Dear Mr, Boyles:
This is to advise you that the Firm of Bannigan & Kelly. P. A. has been retained by Edward
Vierling, fee owner of record of !he property involved in the sbove-named pubtk project.
Please accept this tetter as written objection to lbe proposed special assessment. My client is
of lbe opinion that said property doeS not speciallY benefit in the amount of $33,710.00 (current
assessment) and $47,420.00 (defen'ed as_) from sanitary sewer, water, street and storm sewer.
trUllk. sewer and water fee, grading, sggregate base. concrete curl> and gutter, bituminous surfacing,
and appurtenant work for the improvement of Pike Lake Trail,
Please call me 80 that wc can disc.uss this matter, Thank. you for your coope,ration.
Respectively submitted,
BANNIGAN & KELLY. P,A.
.:)~ 'i._)!_~~t'L-
Stephen Kelly
SK/rlk
c: Mr, Edward Vierling (via. fax)
q7,I7
l.Jl lli
h'~' " : I '
_ '( ~. ,__' , I
I I ~ ; I
'J'-..- '
LICENSE AGREEMENT
()~~
~~
T
THIS AGREEMENT is made and entered into this a'l day of October, 1997 by and
between WENSMANN REALTY, INC" a Minnesota corporation ("Wensmann") and the CITY
OF PRIOR LAKE, a Minnesota municipal corporation ("Prior Lake").
RECIT ALS:
A. Wensmann owns certain real property m Scott County, Minnesota, legally
described as follows ("Wensmann Parcel"):
The Northeast Quarter of the Northwest Quarter (NEV4 of NWV4) of Section 26,
Township 115, Range 22, Scott County, Minnesota.
B. Prior Lake is presently in the process of improving a public street called Pike Lake
Trail which lies adjacent to the Wensmann Parcel.
C. The engineering, surveying, excavation, sloping, grading, installation and paving of
Pike Lake Trail and installation of utilities, as planned by Prior Lake, will be facilitated by
temporary use by Prior Lake and its contractors and subcontractors of that portion of the
Wensmann Parcel necessary to properly grade and shape the land area to generally lower the
elevation of a high area on the Wensmann Parcel and to use the soil materials taken therefrom to
slope and build up improved Pike Lake Trail.
D, The parties wish to accommodate each other and Wensmann has agreed to grant
Prior Lake, its contractors and subcontractors an immediate temporary license for engineering,
surveying, excavation, sloping, grading, installation and paving of Pike Lake Trail and installation
of utilities, which may affect the Wensmann Parcel and to grade and shape the land area adjacent
to the improved Pike Lake Trail.
r --.-
.I 11 JU
I..
T
NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of
which is hereby acknowledged, the parties agree as follows:
1. License. Wensmann hereby grants to Prior Lake, and its contractors and
subcontractors, a temporary non-exclusive license for engineering, surveying,
sloping, grading, installation and paving of Pike Lake Trail and installation of
utilities over that portion ofthe Wensmann Parcel, to-wit:
The Northeast Quarter of the Northwest Quarter (NEV4 ofNWt..4) of Section 26,
Township 115, Range 22, Scott County, Minnesota, ("Wensmann Parcel")
as is necessary to enable Prior Lake, its contractors and subcontractors to
complete the improvement of Pike Lake Trail as planned and designed by Prior
Lake.
2, Term. The License shall terminate upon the completion by Prior Lake of the
improvements to Pike Lake Trail, but in no event later than December 31, 1997,
unless otherwise extended in writing by the parties.
3. Indemnification,. Prior Lake hereby indemnifies and holds harmless Wensmann for
any and all claims, liabilities, or damages arising out of or in any way related to the
use by Prior Lake, its employees, contractors, subcontractors, agents and invitees
of Prior Lake, including without limitation any mechanic lien claims filed by
contractors or subcontractors providing materials or labor in connection with the
improvement of said Wensmann Parcel. In the event of the filing of any mechanics
liens against the Wensmann Parcel, Prior Lake shall immediately take all steps
necessary to remove such lien, including the posting of a bond if required. Prior
Lake further agrees to maintain general liability insurance, This paragraph in no
way waives the City's tort liability limitations provided in Minnesota Statutes Ch.
466 et. seq.
4. Restoration. Prior Lake will leave the Wensmann Parcel in as good condition as
currently exists and grade and shape the land in a workmanlike manner and take all
steps reasonable upon completion of grading so as to minimize any erosion.
s. Miscellaneou~, This license shall be governed by and construed in accordance with
Minnesota law, It shall be binding upon the parties and their successors and
aSSIgns,
WENSMANN rTY, INe.
BY~~-
\ 'C('v\.-r~~ '.~ensIUann~
It~: PIC;~lJ"...~~ /~r
2
--~-----~- '.....
I
.l.JI lI.J
r
ST ATE OF MINNESOTA)
) ss.
COUNTY OF DAKOTA)
The foregoing instrumentXas acknowledged before me this 2. L day of October, 1997
b~~(~~ Wensmann, the Pre~~t ofWensmann Realty, Inc., a Minnesota corporation, on
behalf of the corporation,
la~~] NOtaryPUbliC~ A.IJ
~
STATE OF MINNESOTA)
) ss.
COUNTY OF SCOTT )
The foregoing instrument was acknowledged before me this)1 day of October, 1997
by Frank Boyles, the City Manager for the City of Prior Lake, a municipal corporation, on behalf
o the corporation,
lCI\SlEMM.~
IIJVIffldd.
DNlIIIACCUnY
My CamftL EJIIIIISJII1. 31. 2000
~/l. t/cbJ
Notary Public
3
-------,..-
l Jl. lli
l)~
C9 C;r;~ I g <:r
t~~-
(!)~ ~s/ iC;'1]
:,,,, .;1."0.,,\
NOnCE OF PUBLIC ASSESSMENT
HEARING.
PUBLIC IMPllOVB~t'(I' PROJECT
#95-07' MUSltI'OWN ROAl) .'
:AND ..... .... ",' .'.
. PUBLlCIMPROVBMEN1P~omCT
97.l7jPlKELAKETRAlL '.' '
RBCONSTRUoTIONOOROVE-
MENT PROJECT'" :"
GR.AI>ING. STORM SEWER,
AGGRBOATS'BA,SB, CONCREte'
CURB ..... ".'.., ..': . ,.
AND G:t]T;rER.Bm.rMINOUS '
SUiFACING,SANlTARY SBWER,
WATER,MAW '.' .......~',
ANI> APPURTENANTWdRK.
IN. THB .
CITY OF.PRIOR1.AKB.."SCOTl'
CQUNTY.MINNEs.OrA
; Notice,ishete\))' given that the City
Council of the City ofptior ~e,MUme"
sota wUlmeetin-tbe .QoonCUc:bamberut
FiteStation l'{o.M~1<<,~FisJ:\;r.$i~tRoad,
ollMonday;the3rd()lNo,Vem~~; 1~97 at
? :30p.m, to consi.d~.,~dj)o"ibly ~opt,
U1epro~se~ ~~~~~~.~(~~~~ll'
~ ofgr~ ." ,~\~~m,..,eV{~,~agp'i~te.
:~e, eonae . ~'~dgq,...}li.1:unlbi6US';
sUrfacing,s . 'Jewe,rfl~",'llfid
''IlPurtbnant'. ot'1h.,tm:provo*ntbP
th6followingl~treetS: . ' . " ,'.
MUShl""YiN ROAD.- .:
,The area Proposed to b~~sesse~ is
every lot, piece;'aild par~l~~efitingfrom
. said improvement, whether abutting or
not, within the following described areas:
Part of the Northwest 114 of Section
11. To~ship 114 north. Range 22 west,
Scott County I Minnesota, .'
Specific 'propeity descripijons in-
cludtdin ttie abovedesenbed area,butnot
inclusive, are as follows::. ' . /,
. Lot 1, Block 2; Wtndstar Addition
, Woodridge 'E$tata~~r~Mdition
.'.r~LAKE.~
> ,Tbe ar~ ptc!1lQ$e4 ~;~fl,.,sessedis
every lot, piece. lIl1~p~lb~ne1itingfrom
said iniptoYeJ1lent;,whetberabutting or
not.,'Wi@.I1:tl11~foll~V{ingdestribed areas:
'..' .,.Part()ft)1eN.OFt1lh.a1f~fNoitheast1'J
4 of ',Sec(i,9Ii 16:;' TO'Ii@l1lPl1S:northl
"R~~'~Yr'est..SC(\~ COUIm';'Minn~6ta:
';<'The ~Ol'theaSt 114 of the Northwest If
'4,01 ~...tI"";".c ",__".0:3-'. ....
~
j.H JI.,
c~ I;jJu ~~
1G~ ) f! ~ ({)cJ;:-J,~ ;;;'>; I q 01
. __:~Y@l'~~ir
~~
,:~c IMPlwvEMBNTPROmcr
9'J.l1, pIKE I..AKB'lltAlL . "
=~~=N ,IMPROVE-
ING. j) l~AM S'BWEll. .
GATBBASB. CONCllBTE'
Gv Ill:!.1\., BITUMINOUS
ACING. SANITARY SEWEll.
.' lGPUllTENANT WORK
crl.'YGf PIUOR1..AKB. SCO'IT
~, MiNNBSOTA ....
;,~isbeteblgiven that'-
ltl. PKi"l)ftheCityO. f. Pri<<L.~... ... .~
, . 'm__taaeao.ril . ,-. ~
No,l.1&1;l6~"'''''
y .the.3t4....0..f. ..N... ....0'1....... ~'.' ...I~.".".'..".
. to COIlS_..d~8Sib ...... .'
I..' '.' . .' ......of.'
..... '~\~.Wer.. . . . ". .
., tb~~'"
'.....a.S....,.BeweJ..-....,
I.... . .~t~th$imprOvt~W>j
WUlg~treets:/ . 'i. "
", . . stuV,iN ROAD ,',
'. .....,.'. area ~"'.i."sed to. be. ass. ........ ..iI
,'.. .. pieQe;and~~fi.--
'. ..' vement, wbethClr &bu..
... . . ' the foUowit18 clescribe4'-:
~ of the N ...iL".st 1/4 of ~
1 ' 114 north. &an.eZ......
,Minnfl$O'" .;. .~~
....~~d. ...~.crlfti~
(","'.. , area.
_ as 1o)loW$:' .p
1.tloqt 2. W~ AddI1iIIa
. . ~3t4Addit*:;
J,.A:.O~'. .' ....., .
...t..... ...........t.,'......t'.;.'..a.....'. ..Jo...bCDC."..' .==.....1...... .......... '.
..,101,' IDCl .'.1' " , .'
~,~eD'Ot,'=k aW . ."
,.~.......... fi,..........;.....'.~..........O..f.. ..~.......Mld.N<dl.........'=:...........'..........'.......~.O..f.,'....N..~.~....I..._.............:..
." . 16.~Wft 11S . .'.
',.. '21~Scot\~; ,.,
,'~ 'N~li4"'''~'' ,
._~\26,~t15.' ".
, .. '~....SCOl~' . ."
. . ,..;l~o-"---
i.n .... . """""1"- ....~
,in ~ b1ItlIt
OW,.:..... <./.;
t8,.... ~1'.' Maple 1Ji1l~... '"
,e .. led to~ of both ~
..... S:~:80,' '. '
,.~J
.,-
.'. ..' . ..'....
M8il~ .~'" . .'.. .~~;'.. U.......
..pbjectiOl1S will beeonsidered atthe publi<:
~,No appealmaybe taken as ~ the
lIIlouutof any assessment unless asigned;
written objection is filed with the City
,)4ana&~ ~or to the beGing or ~esentlld
" the presiding offiCer at the beariJ.lg. An
~.to di$tri(:t ~ riJay.be ~ by
.rong no~~ upon tb~ Mayor or ,City
i........anager.wi:..thin.',~Qda.ys. ~.' ...114011...' ....
.,~ .-_entroll aIld filing sucj
~thdi8trlct court Withip 10 cia,.' ,;
,.;'.~. '.upoOtheMayor<<Cityl'.... .... .'...
,1!be City also has '. a d ~.
.'......!! ".J'i,'."""D.t".'.'!d'"~"=,,,, e.bY tllt.' ................'..
\ .' uncil__y~flllftb4;~entof : .:;
.; tsunentsfortbose,iDdividu8ls;.
:;' ntlydisabledorbave ,. i..
:.~of 6Sorl()}der. (luideline ,.' . . '
'l ~1lS lie a~~~at,City i.
\'. lications mus.tbe . '
~IoUowingtbe~ftDe
.-ntIOU by the CiI.1
I . ., ..,.
,-,.,....}.
""."C",",'.o,.,
,.1&, ,.Jl, ...
(
I,
<........,
October 15, 1997
RE: PUBLIC HEARING NOTICE ON ASSESSMENTS FOR STREET IMPROVEMENTS
ON PIKE LAKE TRAILIPROJECT #97-17
Dear Property Owner:
This letter is to notify you that your property is proposed to be assessed for the improvements of
Pike Lake Trail. Please find enclosed an Assessment Hearing Notice for Public Improvement
Project #97-17, This notice will be published in the October 18 and October 25, 1997 Prior Lake
American and describes the notice of improvements and the area to be assessed.
The Assessment Hearing is scheduled to be held on November 3, 1997. To provide 14 days
notice on the assessments to the property owners, we have prepared the assessments based on the
actual bid amount received for this project, The proposed front footage rates area as follows:
Street
Sanitary Sewer
Water
$151.30/FF
$7,71/FF
$25,68/FF
If you have any questions, please call either Jeff Evens or myself at City Hall, 447-4230.
Sincerely,
)~ . fl1444-
Greg n'U.a, P ,E.
Public Works Director/City Engineer
CITY OF PRIOR LAKE
GI/aj
9717LET,DOC
16200 Eagle Creek Ave, S,E., Prior Lake, Minnesota 55372-1714 / Ph, (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
,I J1 ill
08/18/97 MON 14:36 FAX 612 452 5550
CAMPBELL
,LJ-o
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Project: pike Lake Trail
PID: 15-rns::J120 & 15-g}H:J:HJ
Abstract Property
CONSENT TO EASEMENT,
PRIOR LAKE STATE BANK. organi;z.ed and existing under the laws of the State of
MinneSota, which holds a mortgage on all or part of the property more particularly described
in the foregoing Grant ofPennanont Easement. which mortgage is dated October 24. 1997, and
recorded November 8, 1997 as Document No. 382435 with the office of the County :Recorder
for Scott County, MinDesota, for good and valuable consideration, the receipt and suffICiency
of which is hereby ackDoWledged, does hereby join in, consent, and is subject to the foregoing
GIanI of PermaneDl EasemenL
PRIOR LAKE STATE BANK
STATE OF MINNESOTA)
) 5S.
COUNTY OF SCOTT )
The foregoing instrument was ""knowledged _ before me this I ~ day of
~ .' 1997. by ,."., ~ -"OAC!' ___ and bYl~~ 1 .<MIMf~ ;
the 1:1<.' _ and IITfF --",...;tr ofPRlOR LAKE STATE BANK. organized and
existlXlg w>ler the laws of the State of MiDnCsota, on its-bebalf. -
~~
Nota# Public' -
THIS INSTRUMENT WAS DRAl'l,t,lJ BY:
eMu bELL KNUTSON
professional Association
317 Eagandale Office Center
1380 Corporate Center eurve
EagaD. MN 55121
Telephone: (612) 452-5000
kg1n (3693/118)
..
e JOAN M. MUElXEN
NOTARY F'UBl..lc-MlNNESOTA
SCOTT COUNTY
M1l;. ,.., EGs.WU1.2IDI
53169
,.....
,.&, ,~l ...
.-----.-
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/ PAYESTIMATENUMBER1
~
PROJECT: FISHPOINT ROAD SAP 201-105-06._'11- 0 :t
PIKElAKEROADSAP201.114-03 ~q7-/7
MUSHTOINN ROAD '1')'-" 7
OWNER: CITY OF PRIOR lAKE. MINNESOTA
OPENING DATE: AUGUST 4,1997
ENGINEER: HOWARD R. GREEN COMPANY
1 c
9/31/97
SCHEDULE 1,0 FISH POINT ROAD (STREET)
1 MOBILIZATION LS 1 4,000,00 0,50 2.000,00
2 COMMON EXCAVATION CY 1105 5,00 1105,00 5.525,00
3 SUBGRADE EXCAVATION CY 500 6,50 0,00 0,00
4 TOPSOIL BORROW CY 1066 7,00 0,00 0,00
5 SUBGRADE PREPARATION RDSTA 12 125,00 12,00 1.500.00
6 GEOTEXTILE FABRIC TYPE V SY 1500 1,00 0,00 0,00
7 AGGREGATE BASE, CLASS 5 TON 3850 7,25 2650,80 19.218,30
8 3' MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 7,25 0,00 0,00
9 TYPE 41A, 21/2' BITUMINOUS PATHWAY TON 300 42.00 0,00 0,00
10 TYPE 41A.1/IIEAA COURSE MIXTURE TON 700 24,50 0,00 0,00
11 TYPE 31B, BASE COURSE MIXTURE TON 1410 21,00 0,00 0,00
12 BITUMINOUS MATERIAL FOR TACK COAT GAl 220 1,50 0,00 0,00
13 ADJUST GATE VAlVE EA 4 100,00 0,00 0.00
14 ADJUST FRAME AND RING CASTING EA 8 165.00 0,00 0,00
15 4' CONCRETE Wp.JJ( SF 5786 1,70 0,00 0,00
16 CONCRETE CROSSWALK SPECIAL SF 360 4.20 0,00 0,00
17 CONCRETE CURB & GlITTER, B618 LF 4600 6,20 4295,00 26,629,00
18 CONCRETE PEDESTRIAN RAMP EA 8 190,00 0,00 0,00
19 CONCRETE TRIANGUlAR VAlLEY GUTTER SF 150 5.25 66,00 346,50
20 CONCRETE VAlLEY GlITTER LF 75 15,50 47,50 736.25
21 PERMANENT BARRICADE EA 2 325,00 0,00 0,00
22 PAVEMENT STRIPING, 4' EQUIV, INlDTH LF 5000 0,50 0,00 0,00
23 FURNISH & INSTAlL SIGN PANELS. TYPE C SF 102 23.00 0,00 0,00
24 BAlE CHECK EA 30 15,00 0,00 0,00
25 SILT FENCE. HEAVY DUTY LF 525 2,50 53,00 132.50
26 CATCH BASIN SEDIMENT BARRIER EA 17 125,00 0,00 0,00
27 DUST CONTROL WATER MGAL 60 15,00 0,00 0,00
28 SEED MIXTURE 500 AC 1,1 1,000,00 0.25 250.00
29 SODDING, LAINN & BOULEVARD SY 2350 2.00 0,00 0,00
30 WOOD FIBER BLANKET TYPE REGULAR SY 1825 1,00 1218,00 1,218,00
31 TRAFFIC CONTROL LS 1 1,500,00 1,00 1,500,00
32 SUBGRADE DENSITY TEST, INPLACE EA 2 55,00 2,00 110,00
33 CLASS 5 GRADATION TEST EA 2 55,00 2.00 110,00
34 CLASS 5 PROCTOR TEST EA 1 100,00 1.00 100.00
35 CLASS 5 DENSITY TEST. INPLACE EA 3 55,00 3,00 165,00
36 CONCRETE TESTING EA 9 75,00 4,00 300,00
37 BITUMINOUS AIR VOID TEST EA 6 100,00 0,00 0,00
38 BITUMINOUS CORE DENSITY TEST EA 6 25.00 0,00
T SCHEDULE 1.0 FISH POINT ROAD (STREET) - TOTAL 59,840,55
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SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER)
1 12" RC PIPE SEWER DESIGN 3006 CLASS V LF
2 15. RC PIPE SEWER DESIGN 3006 CLASS V LF
3 18" RC PIPE SEWER DESIGN 3006 CLASS III LF
4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF
5 CONNECT TO EXISTING MANHOLE EA
6 CONNECT TO EXISTING PIPE EA
7 CONST DRAINAGE STRUCTURE, DESIGN 48-4020 EA
8 CONST DRAINAGE STRUCTURE, DESIGN SPECIA EA
9 SUBGRADE PROCTOR EA
10 SUBGRADE DENSITY - INPLACE EA
T SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER). TOTAL
SCHEDULE 3.0 PIKE LAKE TRAIL (STREET)
1 MOBILIZATION LS
2 CLEARING AC
3 GRUBBING AC
4 CLEARING EA
5 GRUBBING EA
6 SALVAGE AND REINSTALL CMP LF
7 REMOVE BITUMINOUS SURFACE SY
8 COMMON EXCAVATION CY
9 SUBGRADE EXCAVATION CY
10 SALVAGE TOPSOIL RESPREAD CY
11 MODIFIED SELECT GRANULAR BORROW CY
12 GEOTEXTILE FABRIC TYPE V SY
13 AGGREGATE BASE, CLASS 5 TON
14 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON
15 3. BITUMINOUS DRIVEWAY RESTORATION SY
16 TYPE 41A. WEARING COURSE MIXTURE TON
17 TYPE 31B. BASE COURSE MIXTURE TON
18 BIT, MATERIAL FOR TACK COAT GAL
19 MODULAR BLOCK RETAINING WALL SF
20 ADUST FRAME AND RING CASTING EA
21 4" CONCRETE WALK SF
22 CONCRETE CURB AND GUTTER, DESIGN B618 LF
23 CONCRETE DRIVEWAY PAVEMENT SY
24 CONCRETE PEDESTRIAN RAMP EA
25 TRAFFIC BARRIER DESIGN AB307 LF
26 FURNISH & INSTALL SIGN PANELS, TYPE C SF
27 SILT FENCE. HEAVY DUTY LF
28 CATCH BASIN SEDIMENT BARRIER EA
29 WOOD FIBER BLANKET SY
30 SEED MIXTURE 500 AC
31 SODDING, LAWN & BOULEVARD SY
32 DUST CONTROL WATER MGAL
33 PAVEMENT STRIPING. 4" EQUIV, WIDTH LF
34 TRAFFIC CONTROL LS
35 ClASS 5 GRADATION TEST EA
36 CLASS 5 PROCTOR TEST EA
480 23,75
870 25,25
70 27.00
200 10,00
1 500,00
1 475,00
9 1,050,00
9 825,00
1 85.00
8 40,00
1 3,000,00
0,9 2,500,00
0,9 1,250,00
28 150,00
28 110,00
30 15,00
280 3,00
4960 3,50
500 5,00
1080 2,50
1920 7.00
1500 1,00
4075 7,25
930 7,75
85 42,00
550 25.00
900 22,00
230 1,50
6000 14,30
3 160,00
6400 1,75
2700 6,30
30 28,00
2 190,00
570 13,00
103 23,00
1200 2,75
13 125,00
50 3,00
1 500,00
1600 2,00
35 20,00
6225 0,45
1 55,00
2 55,00
100,00
n:\clericalIPAYESfl.XI..S PAGE 2
T
448,00 10,640,00
867,00 21,891.75
74.00 1.998.00
0,00 0,00
1,00 500,00
1,00 475,00
9,00 9,450,00
9,00 7,425,00
1,00 85.00
5,00 200,00
52,664,75
0,50 1,500.00
1,50 3,750.00
1,50 1,875,00
28,00 4,200,00
28,00 3,080,00
0,00 0,00
0,00 0,00
0,00 0.00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0.00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
895,00 2,461,25
0,00 0,00
0.00 0,00
0,00 0,00
0.00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
0,00 0,00
,...., ..il .Mo.
9/31/97
37 CLASS 5 DENSITY- INPLACE EA 3 55,00 0,00 0,00
38 CONCRETE TESTING EA 4 75.00 0,00 0,00
39 BITUMINOUS AIR VOIDS EA 6 100,00 0,00 0,00
40 BITUMINOUS CORE DENSITY EA 6 25,00 0,00 0,00
41 SUBGRADE DENSITY-INPLACE EA 4 55,00 0,00 0,00
T SCHEDULE 3,0 PIKE LAKE TRAIL (STREET) - TOTAL 16,866.25
SCHEDULE 4,0 PIKE LAKE TRAIL (TRUNK STORM SEWER)
1 4. PERFORATED THERMOPLASTIC PIPE DRAIN LF 360 9,50 0,00 0,00
2 RANDOM RIP RAP CLASS III CY 8,5 53.00 0,00 0,00
3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 4 EA 2 1,050,00 0,00 0,00
4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 6 EA 3 1,490,00 0.00 0,00
5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 8 EA 1 2,400,00 0,00 0,00
6 CONSTRUCT DRAINAGE STRUCTURE. DESIGN S EA 8 825,00 0.00 0,00
7 CONNECT TO EXISTING STORM SEV\lER MANHOL EA 1 475,00 0,00 0,00
8 12. RC PIPE SEWER. DESIGN 3006 CLASS V LF 127 23,00 0,00 0,00
9 15. RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 24,30 0,00 0,00
10 18" RC PIPE SEWER. DESIGN 3006 CLASS III LF 552 26.30 0,00 0,00
11 21. RC PIPE SEWER. DESIGN 3006 CLASS III LF 122 28,50 0,00 0,00
12 24. RC PIPE SEWER. DESIGN 3006 CLASS III LF 255 30,30 0,00 0,00
13 27" RC PIPE SEWER, DESIGN 3006 CLASS III LF 184 36,60 0,00 0,00
14 36. RC PIPE SEWER. DESIGN 3006 CLASS III LF 150 50.50 0,00 0,00
15 36. RC PIPE APRON EA 1 1,250.00 0,00 0,00
16 SUBGRADE PROCTOR EA 1 80,00 0,00 0,00
17 SUBGRADE DENSITY - INPLACE EA 8 38,00 0,00 0,00
18 PIPE FOUNDATION MATERIAL CY 50 13,70 0,00 0,00
T SCHEDULE 4.0 PIKE LAKE TRAIL (STORM SEWER) - TOTAL 0,00
SCHEDULE 5,0 PIKE LAKE TRAIL (WA TERMAIN)
1 CONNECT TO EXISTING WATERMAIN EA 2 480,00 0,00 0,00
2 HYDRANT WITH 6. VAl..VE EA 5 1,750,00 0,00 0,00
3 6. GATE VALVE EA 1 455,00 0,00 0,00
4 8" GATE VAl..VE EA 1 600,00 0.00 0,00
5 10" GATE VAl..VE EA 1 840,00 0,00 0,00
6 12. BUTTERFLY VAl.. VE EA 2 775,00 0,00 0,00
7 6. DIP WATERMAlN, CLASS 52 LF 163 16,50 0,00 0,00
8 8. DIP WATERMAlN, CLASS 52 LF 48 19,20 0,00 0,00
9 10. DIP WA TERMAlN, CLASS 52 LF 773 21,80 0,00 0,00
10 12. DIP WATERMAlN, CLASS 50 LF 553 23,30 0,00 0,00
11 FITTINGS LBS 3150 1,55 0,00 0,00
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0,00
0,00
0,00
12
13
14
SUBGRADE PROCTOR
SUBGRADE DENSITY - INPLACE
PIPE FOUNDATION MATERIAL
EA
EA
CY
1
10
50
80,00
40,00
14,00
0,00
0,00
0,00
SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) - TOTAL 0,00
SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER)
1 8' PVC SEWER SDR 35 (10-12') DEEP LF 427 16,00 0,00 0,00
2 4' PVC PIPE SEWER LF 40 8,80 0,00 0,00
3 8")(4' PVC WYE EA 29.00 0,00 0,00
4 CONNECT TO EXISTING SAN IT ARY SEWER MANH EA 3 500,00 0,00 0,00
5 48' DIAMETER SANITARY MANHOLE EA 2 1,425,00 0.00 0,00
6 SUBGRADE PROCTOR EA 1 80,00 0,00 0,00
7 SUBGRADE DENSITY - INPLACE EA 2 40,00. 0,00 0,00
8 PIPE FOUNDATION MATERIAL CY 50 14,00 0,00 0,00
T SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) - TOTAL 0,00
SCHEDULE 7,0 MUSHTOWN ROAD (STREET)
MOBILIZATION LS 3,500,00 0,50 1,750,00
2 CLEARING AC 1 3,000,00 1,00 3,000,00
3 GRUBBING AC 1 1,750,00 1,00 1,750,00
4 CLEARING EA 1 400,00 1.00 400,00
5 GRUBBING EA 1 250,00 1,00 250,00
6 COMMON EXCAVATION CY 9037 2.50 7000,00 17,500,00
7 SUBGRADE EXCAVATION CY 650 4,25 650,00 2,762,50
8 SALVAGE TOPSOIL AND RESPREAD CY 2775 1,75 0,00 0,00
9 GEull:AliLE FABRIC TYPE V SY 1950 1,00 0,00 0,00
10 MODIFIED SELECT GRANULAR BORROW CY 3530 8,00 2169,57 17.356,56
11 AGGREGATE BASE. CLASS 5 TON 3425 7.25 3617,11 26,224,05
12 3' MINUS 100% CRUSHED QUARRY LIMESTONE TON 1210 7,75 3580,87 27,751.74
13 TYPE 41A, WEAR COURSE MIXTURE TON 650 25,00 0.00 0,00
14 TYPE 31 B, BASE COURSE MIXTURE TON 1025 21,00 0,00 0,00
15 BITUMINOUS MATERIAL FOR TACK COAT GAL 340 1,50 0,00 0,00
16 TYPE 41A. 2112" BITUMINOUS PATHWAY TON 150 42,00 0,00 0,00
17 BITUMINOUS DRIVEWAY SY 45 9,00 0,00 0,00
18 ADJUST HYDRANT EA 2 225,00 0,00 0,00
19 ADJUST FRAME AND RING CASTING EA 1 250.00 0,00 0,00
20 CONCRETE CURB & GUTTER. B618 LF 4630 6,15 0,00 0,00
21 CONCRETE VALLEY GUTTER SF 500 4,20 0,00 0,00
22 SILT FENCE. HEAVY DUTY LF 1100 2,75 1000,00 2,750,00
23 BALE CHECK EA 30 15,00 0,00 0,00
24 CATCH BASIN SEDIMENT BARRIER EA 11 125,00 0,00 0,00
25 SODDING, LAWN & BOULEVARD SY 10300 2,00 0,00 0,00
26 SEEDING MIXTURE 500 AC 1.6 1,000,00 0,00 0,00
27 SEEDING MIXTURE 250 AC 0,4 1,000,00 0,00 0,00
28 WOOD FIBER BLANKET SY 1600 1,75 0,00 0,00
29 DUST CONTROL WATER MGAL 60 10,00 0,00 0,00
30 TRAFFIC CONTROL LS 1 55,00 1,00 55,00
31 SUBGRADE DENSITY TEST, INPLACE EA 4 55,00 4,00 220,00
32 CLASS 5 GRADATION TEST EA 2 100,00 2,00 200,00
33 CLASS 5 PROCTOR TEST EA 1 55,00 1,00 55,00
34 CLASS 5 DENSITY TEST. INPLACE EA 4 75.00 4,00 300,00
35 CONCRETE TESTING EA 5 100,00 0,00 0,00
36 BITUMINOUS AIR VOID TEST EA 5 50,00 0.00 0,00
37 BITUMINOUS CORE DENSITY TEST EA 5 25,00 0,00 0,00
T SCHEDULE 7.0 MUSHTOWN ROAD (STREET) - TOTAL 102,324,85
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1
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J
9/31/97
SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER)
1 12" RCP CLASS V LF 293 23,60 230,00 5,428.00
2 15" RCP CLASS V LF 28 25,00 28,00 700,00
3 18" RCP CLASS III LF 159 26,80 149,00 3,993.20
4 24" RCP CLASS III LF 44 30,80 38,00 1,170,40
5 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 1670 9,50 1500,00 14,250,00
6 STORM MANHOLE 48" DIA EA 2 1,000,00 2,00 2,000.00
7 STORM MANHOLE 48. DIA WITH 3' SUMP EA 1 1,200,00 1,00 1,200,00
8 STORM MANHOLE 60" DIA WITH 3' SUMP EA 1 1,850,00 1,00 1,850.00
9 CATCH BASIN EA 7 840.00 7,00 5,880,00
10 18. RCP APRON EA 1 590,00 1,00 590.00
11 24" RCP APRON EA 1 775,00 1,00 775.00
12 RIPRAP CLASS III TON 15 55,00 15,00 825,00
13 SUBGRAOE PROCTOR EA 1 80.00 1,00 80,00
14 SUBGRAOE DENSITY - INPLACE EA 5 40,00 5,00 200,00
15 PIPE FOUNDATION MATERiAl CY 100 14,00 0,00 0,00
T SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL 38,941,60
TOTAL CONSTRUCTION COST
SCHEDULE 1,0 FISH POINT ROAD (STREET) 59,840,55
SCHEDULE 2,0 FISH POINT ROAD (STORM SEWER) 52.664.75
SCHEDULE 3,0 PIKE lAKE TRAIL (STREET) 16,866,25
SCHEDULE 4,0 PIKE LAKE TRAIL (TRUNK STORM SEWER) 0,00
SCHEDULE 5,0 PIKE lAKE TRAIL (WATERMAlN) 0,00
SCHEDULE 6,0 PIKE lAKE TRAIL (SANITARY SEWER) 0,00
SCHEDULE 7.0 MUSHTOWN ROAD (STREET) 102,324,85
SCHEDULE 8,0 MUSHTOWN ROAD (STORM SEWER) 38,941,60
TOTAL CONSTRUCTION COST 270.638.00
AL TERNA TE 1.0 MUSHTOWN ROAD (STREET)
1 MOBILIZATION LS 1 2,200,00 0,75 1,650,00
2 CLEARING AC 0,1 3,000,00 0,10 300,00
3 GRUBBING AC 0.1 2,000.00 0,10 200.00
4 COMMON EXCAVATION CY 1000 4,00 700,00 2.800,00
5 SUBGRAOE EXCAVATION CY 125 6,00 125,00 750,00
6 SAlVAGE AND TOPSOIL RESPREAD CY 200 3,50 0,00 0,00
7 GEvlCAllLE FABRIC TYPE V CY 300 1,00 0,00 0,00
8 MODIFIED SELECT GRANUlAR BORROW CY 680 7,50 680.00 5,100,00
9 AGGREGATEBASE,CLASS5 TON 700 8.00 887.73 7,101.84
10 3. MINUS 100% CRUSHED QUARRY LIMESTONE CY 100 9.00 654.82 5.893,38
11 TYPE 41A, WEAR COURSE MIXTURE TON 130 28,75 0,00 0,00
12 TYPE 31B. BASE COURSE MIXTURE TON 200 25,00 0,00 0,00
13 BITUMINOUS MATERiAl FOR TACK COAT GAL 67 2,00 0,00 0,00
14 TYPE 41A 2112" BITUMINOUS PATH TON 45 55,00 0,00 0,00
15 CONCRETE CURB & GUTTER. B618 LF 835 7,35 0,00 0,00
16 BAlE CHECK EA 10 20,00 0,00 0,00
17 CATCH BASIN SEDIMENT BARRIER EA 4 125,00 0,00 0,00
18 SILT FENCE, HEAVY DUTY LF 100 1,50 100,00 150,00
19 SODDING, LAWN & BOULEVARD SY 320 3,00 0,00 0,00
20 SEEDING MIXTURE 500 AC 0,2 1,500,00 0,00 0,00
21 SEEDING MIXTURE 250 AC 0,2 1,500,00 0,00 0,00
22 WOOD FIBER BLANKET SY 450 1,50 0,00 0,00
23 DUST CONTROL WATER MGAl 15 200,00 0,00 0,00
24 TRAFFIC CONTROL LS 1 55,00 1,00 55,00
25 SUBGRADE DENSITYTEST.INPLACE EA 1 65,00 1,00 65,00
26 CLASS 5 GRADATION TEST EA 1 65,00 1,00 65,00
27 CLASS 5 PROCTOR TEST EA 1 75,00 1.00 75,00
28 CLASS 5 DENSITY TEST. INPLACE EA 1 75,00 1,00 75,00
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30
31
CONCRETE TESTING
BITUMINOUS AIR VOID TEST
BITUMINOUS CORE DENSITY TEST
EA
EA
EA
75,00
75,00
75.00
0,00
0,00
0,00
T ALTERNATE 1.0 MUSHTOWN ROAD (STREET). TOTAL 24,280,22
AL TERNA TE 2.0 MUSHTOWN ROAD (STORM SEWER)
1 12" RCP CLASS V LF 12 23,60 12,00 283,20
2 15" RCP CLASS V LF 38 25,00 28,00 700,00
3 18" RCP CLASS III LF 148 26,50 148,00 3,922,00
4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 150 9,50 150,00 1,425,00
5 STORM MANHOLE 48. DIA EA 1 1,000,00 1,00 1,000,00
6 CATCH BASIN EA 3 850,00 3,00 2,550,00
7 SUBGRAOE PROCTOR EA 1 80,00 1,00 80,00
8 SUBGRAOE DENSITY - IN PLACE EA 4 40.00 1,00 40,00
T ALTERNATE 2,0 MUSHTOWN ROAD (STORM SEWER). TOTAL 10,000,20
AL TERNA TE 3,0 PIKE LAKE TRAIL (STORM SEWER)
1 4. PERFORATED THERMPLASTIC PIPE DRAIN LF 360 9.50 0.00
2 RANDOM RIP RIP CLASS III CY 8,5 55,00 0,00
3 CONSTRUCT DRAINAGE STRUCTURE. DESIGN 4 EA 4 1,025,00 0,00
4 CONSTRUCT DRAINAGE STRUCTURE. DESIGN 6 EA 1 1,500,00 0,00
5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 7 EA 1 2,400,00 0,00
6 CONSTRUCT DRAINAGE STRUCTURE. DESIGN S EA 8 850,00 0,00
7 CONNECT TO EXISTING STORM SEWER MANHOL EA 1 475,00 0,00
8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 23,00 0,00
9 15. RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 24,50 0.00
10 18. RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 26.30 0,00
11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 439 28,50 0,00
12 30" RC PIPE SEWER. DESIGN 3006 CLASS III LF 150 41,00 0,00
13 30" RC PIPE APRON EA 1 950,00 0,00
14 SUBGRAOE PROCTOR EA 1 80,00 0,00
15 SUBGRADE DENSITY - INPLACE EA 8 40,00 0,00
16 PIPE FOUNDATION MATERIAL CY 50 14,00 0,00
T ALTERNATE 3,0 PIKE LAKE TRAIL (STORM SEWER)-TOTAL 0.00
TOTAL CONSTRUCTION COST FOR ALTERNATE
AL TERNA TE 1,0 MUSHTOWN ROAD (STREET) 24,280,22
ALTERNATE 2,0 MUSHTOWN ROAD (STORM SEWER) 10,000,20
ALTERNATE 3,0 PIKE LAKE TRAIL (STORM SEWER) 0,00
TOTAL 34,280.42
I HEREBY CERTIFY TIIATTIIIS IS AN ACCURATE TABULATION OF TIIE BIDS
RECEIVED FOR TIIE ABOVE MENTIONED PROJECT,
NAME: JEFF EVENS
DATE: OCTOBER 10,1997
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PAGE 6
_..., T1"
CDnS~YllC \ tG'Y\
~lA l-L-h' ~
UlLC Ly 25, J 991
~
--
1997 STREET & UTILITY IMPS
BIDS CLOSE AUG 4
Prior Lake MN
ADVERTISEMENt FOR BIDS -
1997 Street and Utility Improve-
ments
in the City of Prior Lake
City Pro~ect No. 97-02
City Pro~ect No, 95-07
City Project No, 97.17
NOTICE IS HEREBY GIVEN that
sealed proposals will be received by
the CityC"ouncil of the City of Prior
Lake. Minnesota at the Prior Lake
City Hall, located at 16200 Eagle
Creek Avenue S.E" Prior Lake. MN
55372 until 10:00 a.m" local time, on
the 4th day of August, 1997, and will
be publicly opened at said time and
place by two or more designated offi-
cers or agents of the City of Prior
Lake, saia proposals for the furnishing
of all labor and materials for the con-
struction. complete in place of the fol-
lowing:
APPROXIMATE QUANTITIES
Concrete Curb ana Gutter 11930
LF
Class 5 Aggregate Base 11350 Ton
Bituminous Paving 5685 Ton
Storm Sewer 2100 LF
Concrete Sidewalk 12186 SF
Pavement Striping 8725 LF
Watermain 1450 LF
Sanitary Sewer 430 LF
Retaining Wall 6000 SF
Proposals arriving after the desig-
nated I1me will be returned unopened,
The Bids must be submitted on the
Jlroposal forms provided in accor-
aance with contract documents. plans.
and specifications as prepared by
Howard R. Green Company, 1326
Energy Park Drive. SI. Paul" MN
55108. Contract documents. plans.
and si>ecifications may be obtained
from Howard R, Green Company
upon deposit of One hundred dollars
($100,00) non-refundable deposit per
set.
No bids will be considered unless
sealed and filed with the City Clerk of
Prior Lake and accompanied by a cash
deposit. cashier's check. bid bond, or
certified check payable to Clerk of the
City of Prior Lake, for five (5%) per-
cent of the amount bid to be forfeited
as liguidated damages in the event that
the oid be accepted and bidder shall
fail to enterJromptly into a written
contract an furnish the required
bond,
No bids may be withdrawn for a
p<;riod of sixty (60) days from the date
of opening of bids, The City of Prior
Lake reserves the right to reject any or
all bids, Further. the City reserves the
right to acceft a bid higher than the
lowest bid i . in the opinion of the
Council. the public interest will be
better served,
Frank Boyles
City Manager
City of Prior Lake, Minnesota
07-11/07-18/07-25
II III llil
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Professional Association
Attorneys at Law
q-,- 11
REO&1VlIl.
JUl 2 4 1997
,
CAMPBELL KNUTSON
Thomas J, Camrhell
Roger N, Knutson
Thomas M, Scott
James R, Walston
Elliott [I, Knetsch
Suesan Lea Pace
(612) 452-5000
Fax (612) 452-5550
Writer's Extension: 212
Writer's Fax: 452-5550
Joel J, Jamnik
Andre,] McDowell Poehler
Matthew K, Rwkl*
John F. Kelly
Matthew.l, F<lli
Marguerite M, McCarn 111
George T. Stephens<ln
"/\I~(! U(l'llSd III \Y"IS({In\1I1
July 23, 1997
(l/C:(IHn,l'i
(-'my G Fuchs
Ms, Sue McDermott
Engineering Dept,
City of Prior Lake
16200 Eagle Creek Avenue S,E,
Prior Lake, MN 55372
Re: City of Prior Lake / Pike Lake Trail
Wensmann Easement Acquisition
Our File No, 3693/118
Dear Sue:
Enclosed per your request is the revised proposed Grant of Permanent Easement for
the acquisition of a 33-foot roadway, drainage and utility easement from Herbert and Elaine
Wensmann, It is my understanding that your office will be negotiating the easement acquisition
and obtaining the necessary signatures,
The legal description that is attached as Exhibit A is the description for the easement area
as provided by Howard R. Green Company, In the interest of clarity, I have eliminated only
the part of the description that is repetitive, A marked copy of the Howard R. Green Company
description is enclosed so that you can see the change, The description used in Exhibit A is
consistent with the Howard R. Green Company map attached,
Please note that also attached to the proposed Easement is a Consent to Easement form
to be executed by Prior Lake State Bank. If you would like me to take care of obtaining the
Consent, please have Mr. and Mrs, Wensmann complete and return to me the Consent
Authorization form that is enclosed,
If you need anything further or have further questions, please call. Thank you,
Sincerely,
CAMPBELL KNUTSON
Prof_SsW:: ~7Cia <on_
By: ~-!.; __
Kelly M~e~gal Assistant
Suite 317 · Eagandale Office Center · 1380 COf!,orate Center Curve · Eagan, MN 55121
1111 III 1111
II
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ENGINEER'S ESTIMATE FOR:
FISH POINT ROAD SAP 201-105-06
PIKE LAKE ROAD SAP 201-114-03
MUSHTOWN ROAD
CITY OF PRIOR LAKE, MINNESOTA
97-02
97-17
95-07
~
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SCHEDULE 1.0 FISH POINT ROAD (STREET)
1 MOBILIZATION LS 1 15000,00 15,000,00
2 COMMON EXCAVATION CY 1105 1.75 1,933,75
3 SUBGRADE EXCAVATION CY 500 5.40 2,700,00
4 SALVAGE TOPSOIL AND RESPREAD CY 1066 3,00 3,198,00
5 SUBGRADE PREPARATION RDSTA 12 120.00 1,440,00
6 GEOTEXTILE FABRIC TYPE V SY 1500 0.90 1,350.00
7 AGGREGATE BASE, CLASS 5 TON 3850 7.00 26,950.00
8 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 10,00 9,300.00
9 TYPE 41A, 21/2" BITUMINOUS PATHWAY TON 300 50,00 15,000.00
10 TYPE 41A, WEAR COURSE MIXTURE TON 700 25,00 17,500.00
11 TYPE 31B, BASE COURSE MIXTURE TON 1410 24.00 33,840,00
12 BITUMINOUS MATERIAL FOR TACK COAT GAL 220 1,50 330.00
13 ADJUST GATE VALVE EA 4 175.00 700.00
14 ADJUST FRAME AND RING CASTING EA 8 200.00 1,600.00
15 4" CONCRETE WALK SF 5786 3.00 17,358.00
16 CONCRETE CROSSWALK SPECIAL SF 360 7.00 2,520.00
17 CONCRETE CURB & GUTTER, B618 LF 4600 5.50 25,300.00
18 CONCRETE PEDESTRIAN RAMP EA 8 400.00 3,200.00
19 CONCRETE TRIANGULAR VALLEY GUTTER SF 150 4.00 600,00
20 CONCRETE VALLEY GUTTER LF 75 2.50 187.50
21 PERMANENT BARRICADE EA 2 225.00 450.00
22 PAVEMENT STRIPING, 4" EQUIV, WIDTH LF 5000 0.50 2,500.00
23 FURNISH & INSTALL SIGN PANELS, TYPE C SF 102 20,00 2,040.00
24 BALE CHECK EA 30 7,00 210.00
25 SILT FENCE, HEAVY DUTY LF 525 2,00 1,050,00
26 CATCH BASIN SEDIMENT BARRIER EA 17 50,00 850.00
27 DUST CONTROL WATER MGAL 60 15,00 900,00
28 SEED MIXTURE 500 AC 1,1 1500,00 1,650,00
29 SODDING, LAWN & BOULEVARD SY 2350 1,50 3,525.00
30 WOOD FIBER BLANKET TYPE REGULAR SY 1825 1,50 2,737.50
31 TRAFFIC CONTROL LS 1 500,00 500.00
32 SUBGRADE DENSITY TEST, INPLACE EA 2 40,00 80.00
33 CLASS 5 GRADATION TEST EA 2 65,00 130,00
34 CLASS 5 PROCTOR TEST EA 1 80,00 80.00
35 CLASS 5 DENSITY TEST, INPLACE EA 3 45,00 135.00
36 CONCRETE TESTING EA 9 125,00 1,125,00
37 BITUMINOUS AIR VOID TEST EA 6 125,00 750.00
38 BITUMINOUS CORE DENSITY TEST EA 6 150,00 900.00
.... ~I 1111
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T SCHEDULE 1,0 FISH POINT ROAD (STREET) . TOTAL
$ 199,619.75
SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER)
12" RC PIPE SEWER DESIGN 3006 CLASS V LF 480 24,00 11,520.00
2 15" RC PIPE SEWER DESIGN 3006 CLASS V LF 870 26,00 22,620,00
3 18" RC PIPE SEWER DESIGN 3006 CLASS III LF 70 28.00 1,960,00
4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 200 8.00 1,600.00
5 CONNECT TO EXISTING MANHOLE EA 1 500.00 500.00
6 CONNECT TO EXISTING PIPE EA 1 500.00 500.00
7 CONST DRAINAGE STRUCTURE, DESIGN 48-4020 EA 9 1200.00 10,800,00
8 CONST DRAINAGE STRUCTURE, DESIGN SPECIAL EA 9 900,00 8,100,00
9 SUBGRADE PROCTOR EA 75,00 75.00
10 SUBGRADE DENSITY - INPLACE EA 8 40.00 320.00
T SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) - TOTAL $ 57,600,00
SCHEDULE 3,0 PIKE LAKE TRAIL (STREET)
MOBILIZATION LS 25000.00 25,000.00
2 CLEARING AC 0,9 1200,00 1,080.00
3 GRUBBING AC 0,9 1200.00 1,080,00
4 CLEARING EA 28 120.00 3,360.00
5 GRUBBING EA 28 120.00 3,360,00
6 SALVAGE AND REINSTALL CMP LF 30 6.00 180.00
7 REMOVE BITUMINOUS SURFACE SY 280 3.50 980,00
8 COMMON EXCAVATION CY 4960 6.00 29,760,00
9 SUBGRADE EXCAVATION CY 500 5.40 2,700,00
10 TOPSOIL BORROW CY 1080 10.00 10,800,00
11 MODIFIED SELECT GRANULAR BORROW CY 1920 5,00 9,600.00
12 GEOTEXTILE FABRIC TYPE V SY 1500 0,90 1,350.00
13 AGGREGATE BASE, CLASS 5 TON 4075 7,00 28,525,00
14 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 10,00 9,300,00
15 3" BITUMINOUS DRIVEWAY RESTORATION SY 85 15,00 1,275.00
16 TYPE 41A, WEARING COURSE MIXTURE TON 550 25,00 13,750,00
17 TYPE 31B, BASE COURSE MIXTURE TON 900 24,00 21,600.00
18 BIT, MATERIAL FOR TACK COAT GAL 230 1,50 345.00
19 MODULAR BLOCK RETAINING WALL SF 6000 13,50 81,000.00
20 ADUST FRAME AND RING CASTING EA 3 180,00 540.00
21 4" CONCRETE WALK SF 6400 3,00 19,200.00
22 CONCRETE CURB AND GUTTER, DESIGN B618 LF 2700 5,50 14,850.00
23 CONCRETE DRIVEWAY PAVEMENT SY 30 26,50 795.00
24 CONCRETE PEDESTRIAN RAMP EA 2 400,00 800,00
25 TRAFFIC BARRIER DESIGN A8307 LF 570 13,00 7,410,00
26 FURNISH & INSTALL SIGN PANELS, TYPE C SF 103 20,00 2,060,00
1I JI 1lil U
27 SILT FENCE, HEAVY DUTY LF 1200 2,00 2,400,00
28 CATCH BASIN SEDIMENT BARRIER EA 13 50,00 650.00
29 WOOD FIBER BLANKET SY 50 1,25 62.50
30 SEED MIXTURE 500 AC 1500.00 1,500,00
31 SODDING, LAWN & BOULEVARD SY 1600 1,50 2,400,00
32 DUST CONTROL WATER MGAL 35 15.00 525.00
33 PAVEMENT STRIPING, 4" EQUIV, WIDTH LF 6225 0,50 3,112.50
34 TRAFFIC CONTROL LS 1 2500 2,500,00
35 CLASS 5 GRADATION TEST EA 2 65,00 130,00
36 CLASS 5 PROCTOR TEST EA 1 80.00 80.00
37 CLASS 5 DENSITY-INPLACE EA 3 45,00 135.00
38 CONCRETE TESTING EA 4 125,00 500.00
39 BITUMINOUS AIR VOIDS EA 6 125.00 750.00
40 BITUMINOUS CORE DENSITY EA 6 " 150.00 900.00
41 SUBGRADE DENSITY-INPLACE EA 4 50,00 200.00
T SCHEDULE 3,0 PIKE LAKE TRAIL (STREET) - TOTAL $ 306,545.00
SCHEDULE 4.0 PIKE LAKE TRAIL (STORM SEWER)
4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 360 8.00 2,880,00
2 RANDOM RIP RAP CLASS /II CY 8,5 35,00 297.50
3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 48-4020 EA 4 1800,00 7,200,00
4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 60-4020 EA 1 2500,00 2,500.00
5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 72-4020 (SUMP) EA 1 1550.00 1,550.00
6 CONSTRueT DRAINAGE STRUCTURE, DESIGN SPECIAL EA 8 900.00 7,200.00
7 CONNECT TO EXISTING STORM SEWER MANHOLE EA 1 1000.00 1,000.00
8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 24.00 3,048.00
9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 26.00 7,592.00
10 18" RC PIPE SEWER, DESIGN 3006 CLASS 1/1 LF 552 28.00 15,456,00
11 21" RC PIPE SEWER, DESIGN 3006 CLASS /II LF 439 31.00 13,609.00
12 30" RC PIPE SEWER, DESIGN 3006 CLASS /II LF 150 35.00 5,250,00
13 30" RC PIPE APRON EA 1 800.00 800.00
14 SUBGRADE PROCTOR EA 1 75.00 75.00
15 SUBGRADE DENSITY - INPLACE EA 8 40.00 320.00
T SCHEDULE 4,0 PIKE LAKE TRAIL (STORM SEWER) - TOTAL $ 67,582,50
SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN)
1 CONNECT TO EXISTING WATERMAIN EA 2 700.00 1,400.00
2 HYDRANT WITH 6" VALVE EA 5 2500.00 12,500.00
3 6" GATE VALVE EA 1 750.00 750,00
4 8" GATE VALVE EA 1 540.00 540.00
5 10" GATE VALVE EA 1 785.00 785,00
6 12" BUlTERFLYVALVE EA 2 1200.00 2,400.00
7 6" DIP WATERMAIN, CLASS 52 LF 163 18.00 2,934.00
II ill ~n I Iii
8 8" DIPWATERMAIN, CLASS 52 LF 48 21,00 1,008.00
9 10" DIPWATERMAIN, CLASS 52 LF 773 25,00 19,325.00
10 12" DIP WATERMAIN, CLASS 52 LF 553 29,00 16,037.00
11 FITTINGS LBS 3150 1,50 4,725.00
12 SUBGRADE PROCTOR EA 1 75.00 75,00
13 SUBGRADE DENSITY - INPLACE EA 10 40.00 400.00
T SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN) - TOTAL $ 62,404.00
SCHEDULE 6,0 PIKE LAKE TRAIL (SANITARY SEWER)
1 8" PVC SEWER SDR 35 (10-12') DEEP LF 427 21,00 8,967,00
2 4" PVC PIPE SEWER LF 40 12,50 500,00
3 8"X4" PVC W'(E EA 1 200,00 200,00
4 CONNECT TO EXISTING SANITARY SEWER MANHOLE EA 3 1000,00 3,000.00
5 48" DIAMETER SANITARY MANHOLE EA 2 1500,00 3,000.00
6 SUBGRADEPROCTOR EA 75,00 75.00
7 SUBGRADE DENSITY - INPLACE EA 2 40,00 80,00
T SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER) . TOTAL $ 15,822.00
SCHEDULE 7.0 MUSHTOWN ROAD (STREET)
1 MOBILIZATION LS 6000.00 6,000,00
2 CLEARING AC 1200.00 1,200.00
3 GRUBBING AC 1200.00 1,200.00
4 CLEARING EA 120.00 120.00
5 GRUBBING EA 1 120.00 120,00
6 COMMON EXCAVATION CY 9037 6.00 54,222,00
7 SUBGRADE EXCAVATION CY 650 6.00 3,900.00
8 SALVAGE TOPSOIL AND RESPREAD CY 2775 3,00 8,325,00
9 GEOTEXTILE FABRIC TYPE V SY 1950 0.90 1,755.00
10 MODIFIED SELECT GRANULAR BORROW CY 3530 5.00 17,650.00
11 AGGREGATE BASE, CLASS 5 TON 3425 7,00 23,975,00
12 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 1210 10.00 12,100.00
13 TYPE 41A, WEAR COURSE MIXTURE TON 650 25,00 16,250,00
14 TYPE 31 B, BASE COURSE MIXTURE TON 1025 24,00 24,600.00
15 BITUMINOUS MATERIAL FOR TACK COAT GAL 340 1,50 510.00
16 TYPE 41A, 21/2" BITUMINOUS PATHWAY TON 150 50,00 7,500.00
17 BITUMINOUS DRIVEWAY SY 45 15,00 675,00
18 ADJUST HYDRANT EA 2 200.00 400.00
19 ADJUST FRAME AND RING CASTING EA 1 200,00 200,00
20 CONCRETE CURB & GUTTER, B618 LF 4630 5.50 25,465,00
21 CONCRETE VALLEY GUTTER SF 500 2,50 1,250,00
22 SILT FENCE, HEAVY DUTY LF 1100 2,00 2,200,00
23 BALE CHECK EA 30 7,00 210,00
24 CATCH BASIN SEDIMENT BARRIER EA 11 50,00 550.00
11' II ]TI I 1'1
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25 SODDING, LAWN & BOULEVARD SY 10300 1,50 15,450,00
26 SEEDING MIXTURE 500 AC 1,6 1500,00 2,400.00
27 SEEDING MIXTURE 250 AC 0.4 900.00 360,00
28 WOOD FIBER BLANKET SY 1600 1.50 2,400,00
29 DUST CONTROL WATER MGAL 60 15 900.00
30 TRAFFIC CONTROL LS 1 4000,00 4,000,00
31 SUBGRADE DENSITY TEST, INPLACE EA 4 40.00 160.00
32 CLASS 5 GRADATION TEST EA 2 65.00 130.00
33 CLASS 5 PROCTOR TEST EA 80,00 80.00
34 CLASS 5 DENSITY TEST, INPLACE EA 4 45,00 180,00
35 CONCRETE TESTING EA 5 125.00 625,00
36 BITUMINOUS AIR VOlD TEST EA 5 125.00 625,00
37 BITUMINOUS CORE DENSITY TEST EA 5 150,00 750,00
T SCHEDULE 7,0 MUSHTOWN ROAD (STREET) - TOTAL $ 238,437.00
SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER)
1 12" RCP CLASS V LF 293 24,00 7,032,00
2 15" RCP CLASS V LF 28 26,00 728,00
3 18" RCP CLASS III LF 159 28,00 4,452.00
4 24" RCP CLASS III LF 44 35,00 1,540,00
5 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 1670 8,00 13,360.00
6 STORM MANHOLE 48" DIA EA 2 1200,00 2,400.00
7 STORM MANHOLE 48" DIA WITH 3' SUMP EA 1 1800,00 1,800.00
8 STORM MANHOLE 60" DIA WITH 3' SUMP EA 1 2500,00 2,500.00
9 CATCH BASIN EA 7 900,00 6,300.00
10 18" RCP APRON EA 500,00 500,00
11 24" RCP APRON EA 1 800,00 800.00
12 RIPRAP CLASS III TON 15 35.00 525.00
13 SUBGRADE PROCTOR EA 1 75,00 75.00
14 SUBGRADE DENSITY - INPLACE EA 5 40,00 200.00
T SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER) - TOTAL $ 41,937.00
TOTAL CONSTRUCTION COST
SCHEDULE 1,0 FISH POINT ROAD (STREET)
SCHEDULE 2,0 FISH POINT ROAD (STORM SEWER)
SCHEDULE 3.0 PIKE LAKE TRAIL (STREET)
SCHEDULE 4,0 PIKE LAKE TRAIL (STORM SEWER)
SCHEDULE 5,0 PIKE LAKE TRAIL (WATERMAIN)
SCHEDULE 6,0 PIKE LAKE TRAIL (SANITARY SEWER)
SCHEDULE 7.0 MUSHTOWN ROAD (STREET)
SCHEDULE 8.0 MUSHTOWN ROAD (STORM SEWER)
$ 199,619.75
$ 57,600,00
$ 306,545,00
$ 67,582,50
$ 62,404,00
$ 15,822,00
$ 238,437.00
$ 41,937,00
I al lIll
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TOTAL CONSTRUCTION COST $ 989,947,25
ALTERNATE 1.0 MUSHTOWN ROAD (STREET)
1 MOBILIZATION LS 1 3000.00 3,000.00
2 CLEARING AC 0.1 1200.00 120,00
3 GRUBBING AC 0,1 1200,00 120,00
4 COMMON EXCAVATION CY 1000 6.00 6,000,00
5 SUBGRADE EXCAVATION CY 125 6,00 750.00
6 SALVAGE AND TOPSOIL RESPREAD CY 200 3.00 600,00
7 GEOTEXTILE FABRIC TYPE V CY 300 0,90 270,00
8 MODIFIED SELECT GRANULAR BORROW CY 680 5,00 3,400,00
9 AGGREGATE BASE, CLASS 5 TON 700 7,00 4,900.00
10 3" MINUS 100% CRUSHED QUARRY LIMESTONE CY 100 10,00 1,000.00
11 TYPE 41A, WEAR COURSE MIXTURE TON 130 25,00 3,250.00
12 TYPE 31B, BASE COURSE MIXTURE TON 200 24,00 4,800.00
13 BITUMINOUS MATERIAL FOR TACK COAT GAL 67 1,50 100,50
14 TYPE 41A 21/2" BITUMINOUS PATH TON 45 50,00 2,250.00
15 CONCRETE CURB & GUTTER, B618 LF 835 5,50 4,592.50
16 BALE CHECK EA 10 7,00 70.00
17 CATCH BASIN SEDIMENT BARRIER EA 4 50,00 200.00
18 SILT FENCE, HEAVY DUTY LF 100 2.00 200,00
19 SODDING, LAWN & BOULEVARD SY 320 1,50 480.00
20 SEEDING MIXTURE 500 AC 0,2 1500.00 300.00
21 SEEDING MIXTURE 250 AC 0,2 900.00 180.00
22 WOOD FIBER BLANKET SY 450 1.50 675.00
23 DUST CONTROL WATER MGAL 15 15.00 225,00
24 TRAFFIC CONTROL LS 1 4000.00 4,000.00
25 SUBGRADE DENSITY TEST, INPLACE EA 1 40,00 40,00
26 CLASS 5 GRADATION TEST EA 1 65,00 65.00
27 CLASS 5 PROCTOR TEST EA 1 80,00 80.00
28 CLASS 5 DENSITY TEST, INPLACE EA 1 45,00 45,00
29 CONCRETE TESTING EA 125,00 125.00
30 BITUMINOUS AIR VOID TEST EA 125,00 125.00
31 BITUMINOUS CORE DENSITY TEST EA 150,00 150.00
T ,ALTERNATE 1.0 MUSHTOWN ROAD (STREET) - TOTAL $ 42,113.00
ALTERNATE 2,0 MUSHTOWN ROAD (STORM SEWER)
1 12" RCP CLASS V LF 12 24,00 288.00
2 15" RCP CLASS V LF 38 26,00 988.00
3 18" RCP CLASS III LF 148 28.00 4,144.00
4 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 150 8.00 1,200,00
5 STORM MANHOLE 48" DIA EA 1 1200,00 1,200.00
6 CATCH BASIN EA 3 900,00 2,700.00
7 SUBGRADE PROCTOR EA 1 75,00 75.00
[I 111 ml lill
8 SUBGRADE DENSITY - INPLACE
EA
4
45.00
180.00
T ALTERNATE 2,0 MUSHTOWN ROAD (STORM SEWER). TOTAL
$ 10,232,00
TOTAL eONSTRueTION COST FOR ALTERNATE
ALTERNATE 1,0 MUSHTOWN ROAD (STREET)
ALTERNATE 2,0 MUSHTOWN ROAD (STORM SEWER)
$ 42,113,00
$ 10,232.00
TOTAL
$ 52,345.00
II ~I JIll
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JUL-08-1997 14:27
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:
ADVERTISEMENT FOR BIDS
1997 Street and utility 1LUt'J.ovements
in the City of Prior Lake
City Project No. 97-02
City Project No. 95-07
City Project No. 97-17
P.02/03
~
NOTICE IS HEREBY GIVEN that sealed proposals will be received by the City Council of
the City of Prior Lake, Minnesota at the Prior Lake City Hall, located at 16200 Eagle Creek
Avenue S.E., Prior Lake, MN 55372 until 10:00 a,m. local time, on the 4th day of August,
1997, and will be publicly opened at said time and place by two or more designated officers or
agents of the City of Prior Lake, said proposals for the furnishing of all labor and materials for
the constluction, complete in place of the following:
At"t'KOXIMATE QUAN UIWS
Concrete Curb and Gutter
Class 5 Aggregate Base
Bituminous Paving
Stonn Sewer
Concrete Sidewalk
Pavement Striping
Watermain
Sanitary Sewer
Retaining Wall
11930
11350
5685
2100
12186
8725
1450
430
6000
Proposals arriving after the designated time will be returned unopened,
LF
Ton
Ton
LF
SF
LF
LF
LF
SF
The Bids must be submitted on the proposal forms provided in accordance with contract
documents, plans, and specitications as prepared by Howard R. Green Company, 1326 Energy
Park Drjve~ St. Paul~ MN 55108. Contract documents, plans~ and specifications may be
obtained from Howard R. Green CUlu,pany upon deposit of One hundred dollars ($100.00)
non.refundable deposit per set.
No bids will be considered unless sealed and filed with the City Clerk of Prior Lake and
accompanied by a cash deposit~ cashier's check; bid bond~ or certified check payable to Clerk
of the City of Prior Lake, for five (5%) percent of the amount bid to be forfeited as liquidated
damages in the event that the bid be accepted and bidder shall fail to enter promptly into a
written contract and furnish the required bond.
No bids may be withdrawn for a period of sixty (60) days from the date of opening of bids.
The City of Prior Lake reserves the right to reject any or all bids. Further. the City reserves
I. 111 1111
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JUL-08-1997 14:28
P.03/03
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the right to accept a bid higher than the lowest bid if, in the opinion of the Council. the public
interest will be better served.
DATED',
S/s Frank Boyles
City Manager
City of Prior Lake, Minnesota
To be published in the Prior Lake American on July 12. 1997 and July 19, 1997
To be published in me Construction Bulletin on July 11, 1997. July 18, 1997. and July 25,
1997
TOTAL P.03
II II 11I1
1:11
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ADVERTISEMENT FOR BIDS
1997 Street and Utility Improvements
in the City of Prior Lake
City Project No, 97 c02
City Project No, 95~07
City PtojectNb,97-17
NOnCE IS HEREBY GIVEN that
sealed proposals will be re~ived by the
City Council of the City of Prior Lake,
Minnesota .at the Priot Lake City Hall,
l(;~ated atl 6200 EagleCreek,A venue S,E.,
Poor Lake, MN 55372unttllO:OO a.m,
local tillie, on the4thd~y oi~1igust, 1997,
and will be publicly opened at said tune
and place by two or more designated offic-
erS or agents of the City of Prior Lake, said
proposals for the furnishing of alllabor and
materials fOt the construction, complete in
place of the following: .'.. ' .
APPROXIMATE QUAl'-lllllcS
eoncrete Curb and Gutter. 11930 tF
Class 5 Aggregate Base 113S0Ton
Bituminous PaVirtg 5685 ton
Storm Sewet 2100 LF
Concrete Sidewalk 12186 SF
Pavement Striping 8725 LF
Watermain 1450 LF
Sanitary Sewer . 4~0 LF
Retaining Wall. .. 6000 sF
Proposals arriVing after the designated
time will be returned unopened,
The Bids must be submitted on the
proposal forms provided in accordance
with contract documents, plans, and speci-
fications as prepared by Howard R, Green
'Company, 1326 Energy Park Drive, St.
Paul, MN 55108, Contract documents,
plans, and specificationsrnay be obtained
from Howard R, Green Company upon
deposit of Orie hundte4 dollars ($1 00,00)
non-refundable deposit per set.
No bids will be considered unless sealed
and filed with the City Clerk of PriOr Lake
and accompanied by a cash deposit,
cashier's check, bid bond, or certified check
pay.able to Clerk oithe City of Prior Lake, ,
for five (5%) of .the amount bid to be
fOrfeited a.~liquidateddamages in the event
that the bid be accepted and bidder shall fail
to enter promptly into a written contract
and furnish the required bond.
No bids may be withdrawn for a pe-
riodof sixty (60) days from the date of
opening of bids. The City of Prior Lake _
reserves the right to reject any or all bid,S. ·
Further, the City reserves the right to
accept a bid higher than the lowest bid if.
in.the opinion of the Council, the public
interest will be better served,
,.. Frank Boyles
City. Manager
City of Prior Lake, Minnesota
(Published in the Prior Lab American on
Saturdays, July 12 and 19. 1997; No.
3201) . '
T
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1997 STREET &: UTILITY IMPS
BIDS CLOSE AUG 4
Prior Lake, MN
ADVERTISEMENT FOR BIDS -
1997 Street and Utility Improve-
ments '
in the City of Prior Lake
City ProJect No. 97-02
City ProJect No. 95-07
City Project No. 97-17
NOTICE IS HEREBY GIVEN that
sealed proyosals will be received by
the City Council of the City of Prior
Lake. Minnesota at the Prior Lake
City Hall, located at 16200 Eagle
Creek Avenue S.E.. Prior Lake, MN
55372 until 10:00 a.m., local time, on
the 4th day of August, 1997, and will
be publicly opened at said time and
place by two or more designated offi-
cers or agents of the City of Prior
Lake, said prol'Osals for the furnishing
of all labor and materials for the con-
struction, complete in place of the fol-
10w~ROXlMATE QUAl'< lUllS
Concrete Curb and Gutter 11930
LF
Oass 5 Aggregate Base 11350 Ton
Bituminous Paving 5685 Ton
Storm Sewer 2100 LF
Concrete Sidewalk 12186 SF
Pavement StripingJl725 LF
Watermain 1450 LF
Sanitary Sewer 430 LF
Retaining Wall 6000 SF
Proposals arriving after the desig-
nated tIme will be returned unopened,
The Bids must be submitted on the
proposal forms provided in accor-
Oance with contract documents, plans,
and specifications as prepared by
Howard R. Green Company, 1326
Energy Park Drive, St. Paul, MN
55108. Contract documents, plans,
and specifications may be obtained
from Howard R. Green Company
upon de.rosit of One hundred dollars
($IOO,W) non-refundable deposit per
set
No bids will be considered unless
sealed and tiled with the City Oerk of
Prior Lake and accompanied by a cash
deposit, cashier's check, bid bond, or
certified check payable to Oerk of the
City of Prior Lake, for five (5%) per-
cent of the amount bid to be forfeIted
as liquidated damages in the event that
the Did be accepted and bidder shall
fail to enter promptly into a written
contract and furnish the required
bond,
No bids may be withdrawn for a
pc;riod of sixty (60) days from the date
of opening of bids, The City of Prior
Lake reserves the right to reject any or
all bids, Further, the City reserves the
right to accept a bid higher than the
lowest bid if, in the opinion of the
Council. the public interest will be
better served.
Frank Boyles
City M~er
Ci of Prior Lake. Minnesota
07~1I07-18/07-25
1I1l
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I
BID TABULATION
17~ 17
PROJECT:
FISHPOINT ROAD SAP 201.105-06
PIKE LAKE ROAD SAP 201-114-03
MUSHTOWN ROAD
CITY OF PRIOR LAKE. MINNESOTA
AUGUST 4,1997
HOWARD R. GREEN COMPANY
OWNER:
OPENING DA TE:
ENGINEER:
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SCHEDULE 1,0 FISH POINT ROAD (STREET)
MOBILIZATION LS 1 4,000,00 4,000,00 10,500,00 10,500.00
2 COMMON EXCAVATION CY 1105 5,00 5,525,00 3,85 4,254,25
3 SUB GRADE EXCAVATION CY 500 6,50 3,250,00 4,25 2,125,00
4 TOPSOIL BORROW CY 1066 7,00 7,462,00 8,75 9,327,50
5 SUBGRADE PREPARATION RDSTA 12 125,00 1,500,00 170,00 2.040,00
6 GEOTEXTILE FABRIC TYPE V SY 1500 1,00 1,500,00 1,35 2,025,00
7 AGGREGATE BASE, CLASS 5 TON 3850 7,25 27,912,50 7,98 30,723,00
8 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 7,25 6,742,50 8,35 7,765,50
9 TYPE 41A, 2 1/2. BITUMINOUS PATt-foNAY TON 300 42,00 12,600,00 32,10 9,630.00
10 TYPE 41A, WEAR COURSE MIXTURE TON 700 24,50 17,150,00 26,96 18,872,00
11 TYPE 318, BASE COURSE MIXTURE TON 1410 21,00 29,610,00 25,68 36,208,80
12 BITUMINOUS MATERIAL FOR TACK COAT GAL 220 1,50 330,00 1,07 235.40
13 ADJUST GATE VALVE EA 4 100,00 400,00 125,00 500,00
14 ADJUST FRAME AND RING CASTING EA 8 165,00 1,320,00 150,00 1,200,00
15 4" CONCRETE WALK SF 5786 1,70 9.836,20 1,91 11,051.26
16 CONCRETE CROSSWALK SPECIAL SF 360 4,20 1,512,00 4,28 1,540,80
17 CONCRETE CURB & GUTTER. B618 LF 4600 6,20 28.520,00 6,31 29,026.00
18 CONCRETE PEDESTRIAN RAMP EA 8 190,00 1,520,00 192,60 1.540,80
19 CONCRETE TRIANGULAR VALLEY GUTTER SF 150 5,25 787,50 5,35 802,50
20 CONCRETE VALLEY GUTTER LF 75 15,50 1,162,50 16,05 1,203,75
21 PERMANENT BARRICADE EA 2 325,00 650,00 272,85 545,70
22 PAVEMENT STRIPING, 4" EQUIV, WIDTH LF 5000 0,50 2,500,00 0.47 2,350,00
23 FURNISH & INSTALL SIGN PANELS, TYPE C SF 102 23,00 2,346,00 23,01 2,347,02
24 BALE CHECK EA 30 15,00 450,00 8,50 255,00
25 SILT FENCE, HEAVY DUTY LF 525 2,50 1,312,50 2,85 1,496,25
26 CATCH BASIN SEDIMENT BARRIER EA 17 125,00 2,125,00 45,00 76500
27 DUST CONTROL WATER MGAL 60 15,00 900,00 17,00 1,020,00
28 SEED MIXTURE 500 AC 1,1 1,000,00 1,100,00 2.011,60 2,212.76
29 SODDING, LAWN & BOULEVARD SY 2350 2,00 4,700,00 1,93 4,535,50
30 WOOD FIBER BLANKET TYPE REGULAR SY 1825 1,00 1,825,00 2,14 3,905,50
31 TRAFFIC CONTROL LS 1 1.500,00 1,500.00 1,500,00 1,500.00
32 SUBGRADE DENSITY TEST, INPLACE EA 2 55,00 110,00 69,55 139,10
33 CLASS 5 GRADATION TEST EA 2 55,00 110,00 37.45 74,90
34 CLASS 5 PROCTOR TEST EA 100,00 100,00 90.95 90,95
35 CLASS 5 DENSITY TEST, INPLACE EA 3 55,00 165,00 37.45 112,35
36 CONCRETE TESTING EA 9 75.00 675,00 165.85 1,492.65
,37 BITUMINOUS AIR VOID TEST EA 6 100,00 600,00 117,70 706,20
38 BITUMINOUS CORE DENSITY TEST EA 6 25,00 150,00 133,75 802,50
T SCHEDULE 1,0 FISH POINT ROAD (STREET) - TOTAL 183,958,70 204,922,94
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III1
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SCHEDULE 2.0 FISH POINT ROAD (STORM SE~R)
1 12" RC PIPE SEWER DESIGN 3006 CLASS V LF 480 23,75 11,400.00 24,39 11,707,20
2 15. RC PIPE SEWER DESIGN 3006 CLASS V LF 870 25,25 21,967,50 25,70 22,359,00
3 18" RC PIPE SEWER DESIGN 3006 CLASS III LF 70 27,00 1,890,00 27.46 1,922,20
4 4. PERFORATED THERMOPLASTIC PIPE DRAIN LF 200 10,00 2,000,00 11,65 2,330,00
5 CONNECT TO EXISTING MANHOLE EA 1 500,00 500,00 750,00 750,00
6 CONNECT TO EXISTING PIPE EA 1 475,00 475,00 650,00 650,00
7 CONST DRAINAGE STRUCTURE, DESIGN 48-4020 EA 9 1,050,00 9,450,00 1,375,00 12,375,00
8 CONST DRAINAGE STRUCTURE, DESIGN SPECIA EA 9 825,00 7,425,00 1,250,00 11,250,00
9 SUBGRADE PROCTOR EA 1 85,00 85,00 75,00 75,00
10 SUBGRADE DENSITY - INPLACE EA 8 40,00 320,00 45,00 360,00
T SCHEDULE 2.0 FISH POINT ROAD (STORM SEWER) - TOTAL 55,512,50 63,778,40
SCHEDULE 3.0 PIKE LAKE TRAIL (STREET)
1 MOBILIZATION LS 1 3,000,00 3,000,00 10,500,00 10,500,00
2 CLEARING AC 0,9 2,500.00 2,250,00 2,500,00 2,250,00
3 GRUBBING AC 0,9 1,250,00 1,125,00 2,500,00 2,250,00
4 CLEARING EA 28 150,00 4,200,00 175,00 4,900,00
5 GRUBBING EA 28 110,00 3,080,00 100,00 2,800,00
6 SALVAGE AND REINSTALL CMP LF 30 15,00 450,00 15,50 465,00
7 REMOVE BITUMINOUS SURFACE SY 280 3,00 840,00 2,50 700,00
8 COMMON EXCAVATION CY 4960 3,50 17 ,360,00 4,25 21,080,00
9 SUBGRADE EXCAVATION CY 500 5,00 2,500,00 4,50 2,250,00
10 SALVAGE TOPSOIL RESPREAD CY 1080 2,50 2,700,00 4,50 4,860,00
11 MODIFIED SELECT GRANULAR BORROW CY 1920 7,00 13,440,00 12,49 23,980,80
12 GEOTEXTILE FABRIC TYPE V SY 1500 1,00 1,500,00 1,35 2,025,00
13 AGGREGATE BASE, CLASS 5 TON 4075 7,25 29,543,75 7,99 32,559,25
14 3" MINUS 100% CRUSHED QUARRY LIMESTONE TON 930 7,75 7,207,50 8,52 7,923,60
15 3" BITUMINOUS DRIVEWAY RESTORATION SY 85 42,00 3,570,00 50,29 4,274,65
16 TYPE 41A, WEARING COURSE MIXTURE TON 550 25,00 13,750,00 26,96 14,828,00
17 TYPE 31B, BASE COURSE MIXTURE TON 900 22,00 19,800,00 25,68 23,112,00
18 BIT, MATERIAL FOR TACK COAT GAL 230 1,50 345,00 1,07 246,10
19 MODULAR BLOCK RETAINING WALL SF 6000 14,30 85,800,00 13,95 83,700,00
20 ADUST FRAME AND RING CASTING EA 3 160,00 480,00 150,00 450,00
21 4" CONCRETE WALK SF 8400 1,75 11,200,00 1,97 12,608,00
22 CONCRETE CURB AND GUTTER, DESIGN B618 LF 2700 6,30 17,010,00 6.42 17,334,00
23 CONCRETE DRIVEWAY PAVEMENT SY 30 28,00 840,00 28,89 866,70
24 CONCRETE PEDESTRIAN RAMP EA 2 190,00 380,00 192,60 385.20
25 TRAFFIC BARRIER DESIGN A8307 LF 570 13,00 7,410,00 13.48 7,683,60
26 FURNISH & INSTALL SIGN PANELS, TYPE C SF 103 23,00 2,369,00 23.01 2,370,03
27 SILT FENCE, HEAVY DUTY LF 1200 2,75 3,300,00 2,85 3,420,00
28 CATCH BASIN SEDIMENT BARRIER EA 13 125,00 1,625,00 45,00 585,00
29 WOOD FIBER BLANKET SY 50 3,00 150.00 2,14 107,00
30 SEED MIXTURE 500 AC 1 500,00 500.00 2,011,60 2,011,60
31 SODDING, LAWN & BOULEVARD SY 1600 2,00 3,200,00 1,93 3,088,00
32 DUST CONTROL WATER MGAL 35 20,00 700.00 17,00 595,00
33 PAVEMENT STRIPING, 4" EQUIV, WIDTH LF 6225 0,45 2,801,25 0,47 2,925,75
34 TRAFFIC CONTROL LS 55,00 55,00 4,500,00 4,500,00
35 CLASS 5 GRADATION TEST EA 2 55.00 110,00 69,55 139,10
36 CLASS 5 PROCTOR TEST EA 1 100,00 100,00 90,95 90,95
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1
37 CLASS 5 DENSITY.INPLACE EA 3 55,00 165,00 37,45 112,35
38 CONCRETE TESTING EA 4 75,00 300,00 165,85 663,40
39 BITUMINOUS AIR VOIDS EA 6 100,00 600,00 117,70 706,20
40 BITUMINOUS CORE DENSITY EA 6 25,00 150,00 133,75 802,50
41 SUBGRADE DENSITY.INPLACE EA 4 55,00 220,00 37,45 149,80
T SCHEDULE 3.0 PIKE LAKE TRAIL (STREET) - TOTAL 266,126,50 306,298,58
SCHEDULE 4.0 PIKE LAKE TRAIL (TRUNK STORM SEWER)
1 4" PERFORATED THERMOPLASTIC PIPE DRAIN LF 360 9,50 3,420,00 11,65 4,194,00
2 RANDOM RIP RAP CLASS III CY 8,5 53,00 450,50 69,50 590,75
3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 4 EA 2 1,050,00 2,100,00 1,375,00 2,750,00
4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 6 EA 3 1,490,00 4,470,00 1,975,00 5,925,00
5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 8 EA 1 2,400,00 2,400,00 4,375,00 4,375,00
6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN S EA 8 825,00 6,600,00 1,250,00 10,000,00
7 CONNECT TO EXISTING STORM SEWER MANHOL EA 1 475,00 475,00 750,00 750,00
8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 23,00 2,921,00 24,38 3,096.26
9 15. RC PIPE SEWER. DESIGN 3006 CLASS V LF 292 24,30 7,095,60 25,70 7,504,40
10 18" RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 26,30 14,517,60 27,46 15,157,92
11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 122 28,50 3,477 ,00 29,93 3,651.46
12 24" RC PIPE SEWER, DESIGN 3006 CLASS III LF 255 30,30 7,726,50 32,24 8,221,20
13 27. RC PIPE SEWER, DESIGN 3006 CLASS III LF 184 36,60 6,734.40 38,99 7,174,16
14 36. RC PIPE SEWER, DESIGN 3006 CLASS III LF 150 50,50 7,575,00 56,36 8,454,00
15 36. RC PIPE APRON EA 1 1,250,00 1,250,00 974,86 974,86
16 SUBGRADE PROCTOR EA 1 80,00 80,00 75,00 75,00
17 SUBGRADE DENSITY - INPLACE EA 8 38,00 304,00 45,00 360,00
18 PIPE FOUNDATION MATERIAL CY 50 13,70 685,00 16,75 837,50
T SCHEDULE 4,0 PIKE LAKE TRAIL (STORM SEWER) - TOTAL 72,281,60 84,091,51
SCHEDULE 5,0 PIKE LAKE TRAIL (WATERMAIN)
1 CONNECT TO EXISTING WATERMAIN EA 2 480,00 960,00 750,00 1,500,00
2 HYDRANT WITH 6. VALVE EA 5 1,750,00 8,750,00 1,863,81 9,319,05
3 6. GATE VALVE EA 1 455,00 455,00 471,44 471,44
4 8" GATE VALVE EA 1 600,00 600,00 881,50 881,50
5 10" GATE VALVE EA 840,00 840,00 881,61 881,61
6 12" BUTTERFLY VALVE EA 2 775,00 1,550,00 878,10 1,756,20
7 6" DIP WATERMAIN, CLASS 52 LF 163 16,50 2,689,50 17,70 2,885,10
8 8" DIP WATERMAIN, CLASS 52 LF 48 19,20 921,60 18,97 910,56
9 10" DIP WATERMAIN, CLASS 52 LF 773 21,80 16,851.40 20,88 16,140,24
10 12" DIP WATERMAIN, CLASS 50 LF 553 23,30 12,884,90 24,19 13,377 ,07
11 FITTINGS LBS 3150 1,55 4,882,50 1,38 4,347,00
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12 SUBGRADE PROCTOR EA 1 80,00 80,00 75,00 75.00
13 SUBGRADE DENSITY.. INPLACE EA 10 40,00 400,00 45,00 450,00
14 PIPE FOUNDATION MATERIAL CY 50 14,00 700,00 16,85 842,50
SCHEDULE 5.0 PIKE LAKE TRAIL (WATERMAIN).. TOTAL 52,564,90 53,837,27
SCHEDULE 6.0 PIKE LAKE TRAIL (SANITARY SEWER)
8. PVC SEWER SDR 35 (10-12') DEEP LF 427 16,00 6,832,00 23,50 10,034,50
2 4" PVC PIPE SEWER LF 40 8,80 352,00 12,00 480,00
3 8.X4" PVC WYE EA 1 29,00 29,00 47,75 47,75
4 CONNECT TO EXISTING SANITARY SEWER MANH EA 3 500,00 1,500,00 750,00 2,250,00
5 48" DIAMETER SANITARY MANHOLE EA 2 1,425,00 2,850,00 1,675,00 3,350,00
6 SUBGRADE PROCTOR EA 1 80,00 80,00 75,00 75,00
7 SUBGRADE DENSITY .. INPLACE EA 2 40,00 80,00 45,00 90,00
8 PIPE FOUNDATION MATERIAL CY 50 14,00 700,00 16,85 842,50
T SCHEDULE 6,0 PIKE LAKE TRAil (SANITARY SEWER).. TOTAL 12,423,00 17,169,75
SCHEDULE 7,0 MUSHTOWN ROAD (STREET)
MOBILIZATION lS 3,500,00 3,500,00 10,500,00 10,500,00
2 CLEARING AC 3,000,00 3,000,00 2,250,00 2,250,00
3 GRUBBING AC 1 1,750,00 1,750,00 2,250,00 2,250,00
4 CLEARING EA 1 400,00 400,00 175,00 175,00
5 GRUBBING EA 1 250,00 250,00 125,00 125,00
6 COMMON EXCAVATION CY 9037 2,50 22,592,50 4,25 38,407,25
7 SUBGRADE EXCAVATION CY 650 4,25 2,762,50 4,75 3,087,50
8 SALVAGE TOPSOil AND RESPREAD CY 2775 1,75 4,856,25 4,50 12,487,50
9 GEOTEXTILE FABRIC TYPE V SY 1950 1,00 1,950,00 1,35 2,632,50
10 MODIFIED SELECT GRANULAR BORROW CY 3530 8,00 28,240,00 12,49 44,089.70
11 AGGREGATE BASE, CLASS 5 TON 3425 7,25 24,831,25 7,99 27,365,75
12 3' MINUS 100% CRUSHED QUARRY LIMESTONE TON 1210 7,75 9,377,50 8,35 10,103,50
13 TYPE 41A, WEAR COURSE MIXTURE TON 650 25,00 16,250,00 26,96 17 ,524,00
14 TYPE 31B, BASE COURSE MIXTURE TON 1025 21,00 21,525,00 25,68 26,322.00
15 BITUMINOUS MATERIAL FOR TACK COAT GAL 340 1.50 510,00 1,07 363.80
16 TYPE 41A, 2 112" BITUMINOUS PATHWAY TON 150 42,00 6,300,00 32,10 4,815,00
17 BITUMINOUS DRIVEWAY SY 45 9,00 405,00 7.49 337,05
18 ADJUST HYDRANT EA 2 225,00 450,00 350,00 700,00
19 ADJUST FRAME AND RING CASTING EA 250,00 250,00 150,00 150,00
20 CONCRETE CURB & GUTTER, B618 LF 4630 6,15 28,474,50 6.31 29,215,30
21 CONCRETE VALLEY GUTTER SF 500 4,20 2,100,00 4,28 2,140,00
22 SilT FENCE, HEAVY DUTY lF 1100 2,75 3,025,00 2,85 3,135.00
23 BALE CHECK EA 30 15,00 450,00 8,50 255,00
24 CATCH BASIN SEDIMENT BARRIER EA 11 125,00 1,375,00 50,00 550,00
25 SODDING, LAWN & BOULEVARD SY 10300 2,00 20,600,00 1,93 19,879,00
26 SEEDING MIXTURE 500 AC 1,6 1,000,00 1,600,00 2,011,60 3,218,56
27 SEEDING MIXTURE 250 AC 0,4 1,000,00 400,00 5,221,60 2,08864
28 WOOD FIBER BLANKET SY 1600 1,75 2,800,00 2,14 3,42400
29 DUST CONTROL WATER MGAL 60 10,00 600,00 17,00 1 ,020 00
30 TRAFFIC CONTROL lS 55,00 55,00 6,500.00 6,500,00
31 SUBGRADE DENSITY TEST, INPLACE E,,^ 4 55,00 220,00 37,45 149,80
32 CLASS 5 GRADATION TEST EA 2 100.00 200,00 69,55 139.10
33 CLASS 5 PROCTOR TEST EA 1 55,00 55,00 90,95 90.95
34 CLASS 5 DENSITY TEST, INPLACE EA 4 75,00 300,00 37.45 149,80
35 CONCRETE TESTING EA 5 100.00 500,00 165,85 829,25
36 BITUMINOUS AIR VOID TEST EA 5 50,00 250,00 117,70 588,50
37 BITUMINOUS CORE DENSITY TEST EA 5 25,00 125.00 133.75 668.75
T SCHEDULE 7,0 MUSHTOWN ROAD (STREET) - TOTAL 212,329,50 277,72720
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SCHEDULE 8,0 MUSHTOWN ROAD (STORM SEWER)
12" RCP CLASS V LF 293 23,60 6,914,80 24,38 7,143,34
2 15" RCP CLASS V LF 28 25,00 700,00 25,70 719,60
3 18" RCP CLASS III LF 159 26,80 4,261,20 27.46 4,366,14
4 24. RCP CLASS III LF 44 30,80 1,355,20 32,89 1,447,16
5 4. PERFORATED THERMOPLASTIC PIPE DRAIN LF 1670 9,50 15,865,00 9,85 16,449,50
6 STORM MANHOLE 48. DIA EA 2 1,000,00 2,000,00 1,375,00 2,750,00
7 STORM MANHOLE 48. DIA WITH 3' SUMP EA 1 1,200,00 1,200,00 1,525,00 1,525,00
8 STORM MANHOLE 60. DIA WITH 3' SUMP EA 1 1,850,00 1,850,00 2,375,00 2,375,00
9 CATCH BASIN EA 7 840,00 5,880,00 1,275,00 8,925,00
10 18" RCP APRON EA 1 590,00 590,00 525,00 525.00
11 24" RCP APRON EA 1 775,00 775,00 595,00 595,00
12 RIPRAP CLASS III TON 15 55,00 825,00 38,50 577.50
13 SUBGRADE PROCTOR EA 1 80,00 80,00 75,00 75,00
14 SUBGRADE DENSITY.. INPLACE EA 5 40,00 200,00 45,00 225,00
15 PIPE FOUNDATION MATERIAL CY 100 14,00 1.400,00 16,85 1,685,00
T SCHEDULE 8,0 MUSHTOWN ROAD (STORM SEWER)- TOTAL 43,896,20 49,383,24
TOTAL CONSTRUCTION COST
SCHEDULE 1,0 FISH POINT ROAD (STREET) 183,958,70 204,922,94
SCHEDULE 2,0 FISH POINT ROAD (STORM SEWER) 55,512,50 63,778,40
SCHEDULE 3,0 PIKE LAKE TRAIL (STREET) 266,126,50 306,298,58
SCHEDULE 4,0 PIKE LAKE TRAIL (TRUNK STORM SEWER) 72,281,60 84,091,51
SCHEDULE 5,0 PIKE LAKE TRAIL (WATERMAIN) 52,564,90 53,837,27
SCHEDULE 6,0 PIKE LAKE TRAIL (SANITARY SEWER) 12,423,00 17.169,75
SCHEDULE 7,0 MUSHTOWN ROAD (STREET) 212,329,50 277,727.20
SCHEDULE 8,0 MUSHTOWN ROAD (STORM SEWER) 43,896,20 49,383,24
TOTAL CONSTRUCTION COST 899,092,90 1,057,208,89
AL TERNA TE 1,0 MUSHTOWN ROAD (STREET)
1 MOBILIZATION LS 1 2,200,00 2,200,00 7,500,00 7,500,00
2 CLEARING AC 0,1 3,000,00 300,00 5,000,00 500,00
3 GRUBBING AC 0,1 2,000,00 200,00 5,000,00 500,00
4 COMMON EXCAVATION CY 1000 4,00 4,000,00 5,25 5,250,00
5 SUBGRADE EXCAVATION CY 125 6,00 750,00 5,50 687,50
6 SALVAGE AND TOPSOIL RESPREAD CY 200 3,50 700,00 4,50 900 ,00
7 GEOTEXTILE FABRIC TYPE V CY 300 1,00 300,00 1,35 405,00
8 MODIFIED SELECT GRANULAR BORROW CY 680 7,50 5,100,00 12,79 8,697,20
9 AGGREGATE BASE, CLASS 5 TON 700 8,00 5,600,00 8,50 5,950,00
10 3" MINUS 100% CRUSHED QUARRY LIMESTONE CY 100 9,00 900,00 8,75 875,00
11 TYPE 41A, WEAR COURSE MIXTURE TON 130 28,75 3.737,50 28,89 3,755,70
12 TYPE 31B, BASE COURSE MIXTURE TON 200 25,00 5,000,00 27,82 5,564,00
13 BITUMINOUS MATERIAL FOR TACK COAT GAL 67 2,00 134,00 1,07 71,69
14 TYPE 41A 2 1/2" BITUMINOUS PATH TON 45 55,00 2,475,00 32,10 1,444,50
15 CONCRETE CURB & GUTTER. B618 LF 835 7,35 6,137,25 7.49 6,254,15
16 BALE CHECK EA 10 20,00 200,00 8,50 85.00
17 CATCH BASIN SEDIMENT BARRIER EA 4 125,00 500,00 50,00 200,00
18 SILT FENCE, HEAVY DUTY LF 100 1,50 150.00 3,50 350.00
19 SODDING, LAWN & BOULEVARD SY 320 3,00 960,00 4,82 1,542.40
20 SEEDING MIXTURE 500 AC 0,2 1,500,00 300,00 3,937,60 787,52
21 SEEDING MIXTURE 250 AC 0,2 1,500,00 300,00 5,221,60 1,044,32
22 WOOD FIBER BLANKET SY 450 1,50 675,00 2,68 1,206.00
23 DUST CONTROL WATER MGAL 15 200,00 3,000,00 20,00 300,00
24 TRAFFIC CONTROL LS 1 55,00 55,00 1,750,00 1,750,00
25 SUBGRADE DENSITY TEST, INPLACE EA 1 65,00 65,00 37.45 37.45
26 CLASS 5 GRADATION TEST EA 1 65,00 65,00 69,55 69,55
27 CLASS 5 PROCTOR TEST EA 1 75.00 75,00 90,95 90.95
28 CLASS 5 DENSITY TEST, INPLACE EA 1 75,00 75,00 37.45 37.45
n:\c1erical\ I 02074BT, xis
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29 CONCRETE TESTING EA 75,00 75,00 165,85 165,85
30 BITUMINOUS AIR VOID TEST EA 75,00 75,00 117,70 117,70
31 BITUMINOUS CORE DENSITY TEST EA 75,00 75,00 133,75 133,75
T ALTERNATE 1,0 MUSHTOWN ROAD (STREET) - TOTAL 44,178,75 56,272,68
ALTERNATE 2,0 MUSHTOWN ROAD (STORM SEWER)
1 12" RCP CLASS V LF 12 23,60 283,20 25,69 308,28
2 15" RCP CLASS V LF 38 25,00 950,00 27,01 1,026,38
3 18. RCP CLASS III LF 148 26,50 3,922,00 28,76 4,256.48
4 4. PERFORATED THERMOPLASTIC PIPE DRAIN LF 150 9,50 1.425,00 11,65 1,747,50
5 STORM MANHOLE 48" DIA EA 1 1,000,00 1,000,00 1.400,00 1.400,00
6 CATCH BASIN EA 3 850,00 2,550,00 1,325,00 3,975,00
7 SUBGRADE PROCTOR EA 1 80,00 80,00 85,00 85,00
8 SUBGRADE DENSITY" INPLACE EA 4 40,00 160,00 55,00 220,00
T AL TERNA TE 2.0 MUSHTOWN ROAD (STORM SEWER) " TOTAL 10,370,20 13,018,64
ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER)
1 4" PERFORATED THERMPLASTIC PIPE DRAIN LF 360 9,50 3,420,00 11,65 4,194,00
2 RANDOM RIP RIP CLASS III CY 8,5 55,00 467,50 73,50 624,75
3 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 4 EA 4 1,025,00 4.100,00 1,375,00 5,500,00
4 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 6 EA 1 1,500,00 1,500,00 1,975,00 1.975,00
5 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 7 EA 1 2,400,00 2,400,00 3,275,00 3,275,00
6 CONSTRUCT DRAINAGE STRUCTURE, DESIGN S EA 8 650,00 6,600,00 1,275,00 10,200,00
7 CONNECT TO EXISTING STORM SEWER MANHOL EA 1 475,00 475,00 750,00 750,00
8 12" RC PIPE SEWER, DESIGN 3006 CLASS V LF 127 23,00 2,921,00 24,38 3,096,26
9 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 292 24,50 7,154,00 25,70 7,504,40
10 18. RC PIPE SEWER, DESIGN 3006 CLASS III LF 552 26,30 14,517,60 27,46 15,157,92
11 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 439 28,50 12,511,50 30,24 13,275,36
12 30" RC PIPE SEWER, DESIGN 3006 CLASS III LF 150 41,00 6,150,00 43.46 6,519,00
13 30" RC PIPE APRON EA 1 950,00 950,00 777,57 777,57
14 SUBGRADE PROCTOR EA 1 80,00 80,00 85,00 85,00
15 SUBGRADE DENSITY - INPLACE EA 8 40,00 320,00 55,00 440,00
16 PIPE FOUNDATION MATERIAL CY 50 14,00 700,00 16,85 842,50
T ALTERNATE 3.0 PIKE LAKE TRAIL (STORM SEWER)-TOTAL 64,466,60 74,216,76
TOTAL CONSTRUCTION COST FOR AL TERNA TE
ALTERNATE 1,0 MUSHTOWN ROAD (STREET) 44,178,75 56,272,68
ALTERNATE 2,0 MUSHTOWN ROAD (STORM SEWER) 10,370,20 13,018,64
AL TERNA TE 3,0 PIKE LAKE TRAIL (STORM SEWER) 64.466,60 74,216,76
TOTAL 119,015,55 143,508,08
I HEREBY CERTIFY THAT THIS IS AN ACCURATE TABULATION OF THE BIDS
~R ~~' <NT<ONrneRrum.
NA~E: CRA~' EBELING, P,E, -
DATE: AUGUS 4.1997
MN REG, NO,: 12025
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PRELIMINARY REPORT
FOR THE CITY OF PRIOR LAKE
ON 1997 PUBLIC IMPROVEMENT PROJECTS
SANITARY SEWER, WATERMAIN, STORM SEWER,
GRADING, CURBING, WALKS, STREET PAVING,
SURFACE IMPROVEMENTS, AND APPURTENANT WORK
FEBRUARY 25, 1997
I hereby certify that this Feasibility Report 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.
Greg~
Reg. No. 22557
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PRELIMINARY REPORT AND ESTIMATE OF COST
FOR ItlE CITY OF PRIOR LAKE
ON 1997 PUBLIC IMPROVEMENT PROJECTS
SANITARY SEWER, WATERMAIN, STORM SEWER,
GRADING, CURBING, WALKS, STREET PAVING,
SURFACE IMPROVEMENTS, AND APPURTENANT WORK
FEBRUARY 25, 1997
TYPE OF WORK
The improvements proposed for construction during 1997 include sanitary sewer,
watermain, storm sewer, sidewalk, bike path, bituminous overlayment, street surface
improvements, and street reconstruction, including grading, concrete curb and gutter,
retaining walls, boulevard restoration and appurtenant work. The proposed project
locations within the city limits of Prior Lake are shown by Exhibit 1. A brief description
of the improvements shown by Exhibit 1 is as follows:
AREA 1 - Mushtown Road
Mushtown Road from approximately 1,400 feet south of Tower Street to the southeast for
2,900 feet to a point approximately 800 feet beyond Ridgewood Court by the
construction of grading, storm sewer, aggregate base, concrete curb and gutter,
bituminous trail, bituminous surfacing and appurtenant work.
AREA 2 - Pike Lake Trail
Pike Lake Trail from CSAH 42 south to the proposed north plat line of Knob Hill by the
construction of sanitary sewer, watermain, storm sewer, grading, aggregate base, concrete
curb and gutter, concrete sidewalk, bituminous path, bituminous surfacing and
appurtenant work.
s:"""jeclllcity\97FEAS,DOC
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AREA 3 - CSAH 42 from Ferndale to McKenna Road
CSAH 42 from Femdale Avenue west to McKenna Road by the construction of grading,
storm sewer, aggregate base, concrete curb and gutter, trunk sanitary sewer and
watermain, trails, bituminous surfacing and appurtenant work.
AREA 4 - Street Sealcoatin~
The seal coating of bituminous paved streets throughout the city.
AREA 5 - Lakefront Park Road Pavin~
Paving of Lakefront Park roads, trails and parking lots by the construction of grading,
storm sewer, aggregate base, concrete curb and gutter, bituminous surfacing, and
appurtenant work.
LOCATION OF THE PROJECTS
The five projects shown by Exhibit 1 are located in the following areas:
AREA 1 - Mushtown Road
Mushtown Road from the south plat line of Maple Acres approximately 2,900 feet south
past the City limit line within the north half of Section 11, Township 114 north, Range 22
west, Scott County, Minnesota.
AREA 2 - Pike Lake Trail
Pike Lake Trail from County Road 42 to the proposed north plat line in the plat of Knob
Hill in Section 26, Township 115 north, Range 22 west, Scott County, Minnesota.
AREA 3 - CSAH 42 from Ferndale to McKenna Road
CSAH 42 from Femdale Avenue to. McKenna Road within the south half of Section 22,
23 and 24, Township 115 north, Range 22 west, Scott County, Minnesota.
AREA 4 - Street Sealcoatin~
The seal coating of bituminous paved streets will be on the older streets with excessive
cracks and surface deterioration throughout the city.
AREA 5 - Lakefront Park Road Pavin~
Lakefront Park within the south half of Section 35, Township 115 north, Range 22 west,
a:', ,; ...' :ity\97FEAS,DOC
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and the north half of Section 2, Township 114 north, Range 22 west, Scott County,
Minnesota.
DESCRIPTION OF PROJECT
A more detailed description of the projects that are proposed to be assessed are as
follows:
AREA 1 - Mushtown Road
Mushtown Road runs south-east from Panama Avenue (CSAR 23) for approximately
one-half mile, The section of road proposed for improvement is shown by Exhibit 2 and
begins where the current bituminous surface ends. That portion of Mushtown Road is
rural in nature with a gravel surface and no curb and gutter. Storm water runoff currently
flows overland to shallow ditches and isolated wetlands, There are three wetlands
adjacent to the road which are recognized by the National Wetlands Inventory map, and
one man-made pond. These existing wetlands and pond are shown on Exhibit 2. If any
filling of the wetlands is done, permits form the Minnesota Department of Natural
Resources and the U.S. Corps of Engineers will be required.
The condition of Mushtown Road is worst in the spring. During the freeze-thaw season,
the gravel road becomes soft and unstable due to frost action. Proposed improvements
include upgrading the street to a bituminous surface, concrete curb and gutter, and storm
sewer. A permit from the Prior Lake/Spring Lake Watershed District will be required for
the storm sewer improvements,
Scott County records show no defined right-of-way for Mushtown Road except within
platted areas adjacent to the road. The platted section adjacent to W oodridge Estates 3rd
has a 50-foot right-of-way and the preliminary plat application for the Windstar
Development has a 33-foot right-of-way. Costs for acquiring the remaining right-of-way
and/or easements are included in the project cost for Mushtown Road. Benefiting
developer of Woodridge Estates 3rd and the developer of the proposed Windstar
Development will be assessed, while the balance of the project costs will be paid from the
Project Levy and the Street Collector Fund.
AREA 2 - Pike Lake Trail
Pike Lake Trail is shown on Exhibit 4. The street is designated as a Municipal State Aid
route. Currently, the street has a gravel surface and is rural in nature with no curb and
gutter. The terrain is hilly and is heavily wooded on both sides of the road. The portion of
Pike Lake Trail south of the Maple Hill Subdivision will be built by the developer as part
of the Knob Hill Subdivision; therefore, costs for the street reconstruction within Knob
Hill are not included in this report. The plat of Maple Hill is proposing to extend the
existing sanitary sewer from the Holy Cross Church property south to serve their entire
plat in the spring of 1997.
Be. .; ..~, :lty\91FEAS,DQC
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Proposed improvements includes street reconstruction with storm sewer, retaining walls,
concrete curb and gutter, concrete sidewalk, bituminous trails, and bituminous surfacing.
Street reconstruction provides the opportunity to extend the sanitary sewer and loop the
watermain with the Knob Hill Subdivision.
As shown on Exhibit 5, this road is proposed to be built to a 9 ton design. Pike Lake Trail
from Carriage Hills Parkway to CSAH 42 is designated as a minor collector street. Some
of the project will be financed by the City Street Collector funds. Benefiting property
owners will be assessed. Trunk Reserve funds will be used to finance the City portion of
the sanitary sewer, watermain, and trunk storm sewer.
FEASIBILITY
From an engineering standpoint, project nwnber 1,2,3, and 5 are feasible, independent of
each other, and can be accomplished as proposed, and not in conjunction with each other
or any other project. So project nwnber 4 (Sealcoating) has been determined not to be
feasible due to the fact that all city streets built prior to 1993 have been seal coated and it
would not be cost effective to sealcoat any streets at this time.
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 & 2 include
special assessments.
AREA 1 - Mushtown Road
Mushtown Road from 1400 feet south of Tower S1. to 800 feet south of Ridgewood Ct:
ITEM
Street/Storm Sewer
8' Bituminous Path
Right-of-way Acquisition
SUBTOTAL
*Indirect Costs (30%)
TOTAL PROJECT COST
COST
$256,051.00
$8,329.00
$25.000.00
$289,380.00
$86.814.00
$376,194.00
501/723.7.7 "$IO/77t,'5'-'105"1]'6
9()5/,3'b ('300co.. Z75'1,Yb
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a:', .; ...1city\91FEAS,DOC
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AREA 2 - Pike Lake Trail
1
Pike Lake Trail from CSAH 42 south to proposed north plat line in the plat of Knob Hill:
ITEM
Storm Sewer/Street
Trunk Storm Sewer
Sanitary Sewer
Watermain
Path/Sidewalk
SUBTOTAL
*Indirect Costs (30%)
TOTAL PROJECT COST
AREA 3 - CSAH 42
COST
$165,566.00
$47,421.00
$10,348.00
$36,591.00
$37.328.00
$297,254.00
$89.175.00
$386,429.00
CSAH 42 from Femdale Avenue to McKenna Road.
ITEM
Sanitary Sewer
Watermain
SUBTOTAL
**Indirect Costs (12%)
Total Utility Cost
Storm SewerlPonds
Roadway/ Curb/Bit. path
SUBTOTAL
Financing (8%)
Total Roadway Cost
TOTAL PROJECT COST
*Indirect costs include:
Engineering (17 %)
Administration (5 %)
Financing (8 %)
* * Indirect costs include:
Construction Engineering (7 %)
Administration (5 %)
s;lpmjecu\city\97FEAS,DQC
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COST
$99,900.00
$159.700.00
$259,600.00
$31.152.00
$290,752.00
$136,900.00
$160.100.00
$297,000,00
$23.760.00
$320,760.00
$611,512.00
6
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AREA 4 - Sealcoatio!! of Citv Streets
Sealcoating of bituminous streets has been determined not to be cost effective for 1997
and is not feasible.
PROJECT COST
$0
AREA 5 - Lakefront Park
Paving of Lakefront Park's trails, roads and parking lots:
PROJECT COST $ 75,000
The following is a summary of the projects:
Project
Area
1
2
3
4
5
Area
Project
Total
$376,194
$386,429
$611,512
$0
$75,000
$1,449,135
Mushtown Road
Pike Lake Trail
CSAH 42
Bituminous Sealcoating
Lakefront Park
TOTAL
Project Areas 3 and 5 will be included in the Minnesota Statutes Chapter 429 Special
Assessment Bond issue but will not be assessed. These two projects have general overall
City benefit and are paid by ad valorem tax levy.
PROPERTY TO BE ASSESSED
The area proposed to be assessed is every lot, piece, arid parcel within the City limits
benefiting from said improvement, whether abutting or not, within the following
described areas:
AREA 1 - Mushtown Road
Part of the Northwest 1/4 of Section 11 Township 114 north, Range 22 west, Scott
County, Minnesota.
Specific property descriptions included in the above-described area, but not inclusive, are
as follows:
.:lprojeas\city\97FEAS.DOC
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Property abutting Mushtown Road including:
Proposed Windstar Addition
Woodridge Estates 3rd Addition
AREA 2 - Pike Lake Trail
Part of the North half of Northeast 1/4 of Section 26 Township 115 north, Range 22
west, Scott County, Minnesota.
The Northeast 1/4 of the Northwest 1/4 of Section 26 Township 115 north, Range 22
west, Scott County, Minnesota.
ESTIMATED ASSESSMENTS
The improvement cost will be assessed on an adjusted front footage basis to the
benefiting properties as per the Assessment Policy adopted by the City Council on
February 21, 1989, and as amended.
AREA 1 - Mushtown Road
Total Project Cost
Project Levy
Collector Street Fund (CIP for 2001)
Project Assessment
Woodridge 3rd Letter of Credit
Net Assessment
Project Assessable Front Footage
Project Assessment Rate
AREA 2 - Pike Lake Trail
Total Project Cost
Trunk Reserve
CO,llector Street Fund
Assessment
Project Assessment
Watermain Assessment
Assessable Front Footage
Assessment Rate
s:\pI'ojec1S\city\97FEAS.DOC
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$ 376,194 4-D 4,007,05'
$ 220,000
$ 62,154
$ 94,040
$ 85,177
$ 8,863
150FF
$ 59.09/FF
$ 386,429 ~/41 -ZS~, 30
$ 79,687
$ 114,104
$ 192,638
$ 192,638
$ 47,569
2511FF
$ 18.94/FF
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Sanitary Sewer Assessment
Assessable Front Footage
Assessment Rate
$ 13,452
2036FF
$ 6.61/FF
Street/Storm Sewer Assessment
Assessable Front Footage
Assessment Rate
$ 208,193
2511FF
$ 82.91/FF
PROJECT FINANCING SUMMARY
Project Area Assessments Tax City MSA Trunk Collector Project Total I
Area Levy Funds Reserve Street
Fund
Mushtown
Road $94,040 $220,000 $62,154 $376,194
2 Pike Lake Trail $192,638 $79,687 $1l4,104 $386,429
3 CSAH 42
$320,760 $290,752 $61l,512
4 Bituminous
Sealcoating $0 $0
5 Lakefront Park
$75,000 $75,000
TOTALS $286,678 $615,760 $370,439 $176,258 $1,449,135
Minnesota Statutes Chapter 429 Special Assessment Bond issue requires that at a
minimum of 20% of the total bond amount be recovered through special assessments.
With a total project cost of$I,449,135, an estimated bond of $900,000, and an
assessment total of $286,678, the assessed amount would be 32%.
From an economic standpoint, project number 1,2,3, and 5 are feasible
PROJECT SCHEDULE
The following project schedule outlines an approach to complete the assessable projects
in 1997:
Accept Feasibility Study/Call for Public Hearing
Hold Public Informational Meeting
I Conduct Public Hearing! Accept Project/Order Plans and Specifications
3/3/97
3/97
4/7/97
s:lprojecu\city\97FEAS.DOC
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Hold Another Public Informational Meeting
Approve Plans and Specifications/Order Advertisements for Bids
Open Bids
Authorize Amount to be Assessed/Schedule Assessment Hearing for
8/18/97
Conduct Assessment Hearing! Adopt Assessment Rolli Accept
Bids/Award Contract
Begin Construction
Complete Base Course of Bituminous
5/97
6/16/97
7/14/97
7/21/97
8/18/97
8/25/97
10/15/97
CONCLUSION
The total estimated cost of the proposed improvements is $1,449,135. A portion of these
projects are proposed to be assessed to the benefiting property owners and the remainder
through other funding sources. The projects are feasible from an engineering and
economic standpoint, and will benefit the properties proposed to be assessed.
s:', ..;.... ..... J7FEAS.DOC
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(') . C' EXISllNG SANITARY SEWER
· . PROPOSED 8- SANITARY SEWER (BY OTHERS)
PROPOSED 8- WA TERMAIN (THIS PROJECT)
WENSIotANH
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WATt:Rt.AAIN I
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LTTlUTY AND STl1c:c I
IMPROVEMENTS
PIKE LAKE TRAL
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fRET A1NING WAlL
AS REOUIRED
- 5' SIDEWALK
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45' PROPvx.u
45' OR 75'
EAST
ROW
RETAINING WALl\
AS REQUIRED
8' BIT. PATIi-
32' FACE TO FACE
~ rS18 CONCRETE CURB & GUTTER
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- 2" TYPE 41A BITUMINOUS WEAR COURSE
TACK COAT
3" TYPE 31 B BITUMINOUS BASE COURSE
r CLASS 5 AGGREGATE BASE
TYPICAL ~ I Mt:t: I SECTION
9 TON DESIGN
PIKE LAKE TRAIL
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Assessable totals
Pike Lake Trail
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NOTICE OF PUBLIC ASSESSMENT HEARING
PUBLIC IMPROVEMENT PROJECT #95-07, MUSHTOWN ROAD
AND
PUBLIC IMPROVEMENT PROJECT 97-17, PIKE LAKE TRAIL
RECONSTRUCTION IMPROVEMENT PROJECT
GRADING, STORM SEWER, AGGREGATE BASE, CONCRETE CURB
AND GUTTER, BITUMINOUS SURFACING, SANITARY SEWER, W ATERMAIN,
AND APPURTENANT WORK
IN THE
CITY OF PRIOR LAKE, SCOTT COUNTY, MINNESOTA
Notice is hereby given that the City Council of the City of Prior Lake, Minnesota will meet in
the Council Chambers at Fire Station No.1, 16776 Fish Point Road, on Monday, the 3rd of
November, 1997 at 7:30 P.M. to consider, and possibly adopt, the proposed assessment ofthe
installation of grading, storm sewer, aggregate base, concrete curb and gutter, bituminous
surfacing, sanitary sewer, watermain, and appurtenant work for the improvement of the following
streets:
MUSHTOWN ROAD
The area proposed to be assessed is every lot, piece, and parcel benefiting from said
improvement, whether abutting or not, within the following described areas:
Part of the Northwest 1/4 of Section 11, Township 114 north, Range 22 west, Scott
County, Minnesota.
Specific property descriptions included in the above described area, but not inclusive, are
as follows:
Lot 1, Block 2, Windstar Addition
Woodridge Estates 3rd Addition
PIKE LAKE TRAIL
The area proposed to be assessed is every lot, piece, and parcel benefiting from said
improvement, whether abutting or not, within the following described areas:
Part of the North half of Northeast 1/4 of Section 26, Township 115 north, Range 22
west, Scott County, Minnesota.
NOTPHASS.DOC
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
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The Northeast 1/4 of the Northwest 1/4 of Section 26, Township 115 north, Range 22
west, Scott County, Minnesota.
Specific property descriptions included in the above described area, but not inclusive, are
as follows:
Lot 8, Block 1, Maple Hill Addition
The estimated total of both Assessment rolls is $455,866.80.
The Council proposes to proceed under the authority granted by Chapter 429 M.S.A.
The proposed assessment roll is on file for public inspection in the City Manager's office and any
written or oral objections will be considered at the public hearing. No appeal may be taken as to
the amount of any assessment unless a signed, written objection is filed with 1i1.e City Manager
prior to the hearing or presented to the presiding officer at the hearing. An appeal to district
court may be made by serving notice upon the Mayor or City Manager within 30 days after
adoption of the assessment roll and filing such notice with district court within 10 days after
service upon the Mayor or City Manager. The City also has adopted a deferred assessment
ordinance whereby the City Council may defer the payment of special assessments for those
individuals who are permanently disabled or have attained the age of 65 or older. Guideline
criteria and applications are available at City Hall. Applications must . e made within 30 days
following the adoption of the assessment roll by the City Co cil.
(1,
Frank~~ )
City MV
Published in the Prior Lake American, October 18 and October 25, 1997.
NOTPHASS.DOC
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NOTICE OF PUBLIC ASSESSMENT HEARING
PUBLIC IMPROVEMENT PROJECT 97-17, PIKE LAKE TRAIL
RECONSTRUCTION IMPROVEMENT PROJECT
GRADING, STORM SEWER, AGGREGATE BASE, CONCRETE CURB
AND GUTTER, BITUMINOUS SURFACING AND APPURTENANT WORK
IN THE
CITY OF PRIOR LAKE, SCOTT COUNTY, MINNESOTA
Notice is hereby given that the City Council of the City of Prior Lake, Minnesota will meet in
the Council Chambers at Fire Station No.1, 16776 Fish Point Road, on Monday, the 21st of
December, 1998 at 7:30 P.M. to consider, and possibly adopt, the proposed re-assessment ofthe
installation of grading, storm sewer, aggregate base, concrete curb and gutter, bituminous
surfacing, and appurtenant work for the improvement of:
PIKE LAKE TRAIL
The area proposed to be assessed is every lot, piece, and parcel benefiting from said
improvement, whether abutting or not, within the following described areas:
Part of the North half of Northeast 1/4 of Section 26, Township 115 north, Range 22
west, Scott County, Minnesota.
The Northeast 1/4 of the Northwest 1/4 of Section 26, Township 115 north, Range 22
west, Scott County, Minnesota.
The estimated total of the Assessment roll is $224,473.10.
The Council proposes to proceed under the authority granted by Chapter 429 M.S.A.
The proposed assessment roll is on file for public inspection in the City Manager's office and any
written or oral objections will be considered at the public hearing. No appeal may be taken as to
the amount of any assessment unless a signed, written objection is filed with the City Manager
prior to the hearing or presented to the presiding officer at the hearing. An appeal to district
court may be made by serving notice upon the Mayor or City Manager within 30 days after
adoption of the assessment roll and filing such notice with district court within 10 days after
service upon the Mayor or City Manager. The City also has adopted a deferred assessment
ordinance whereby the City Council may defer the payment of special assessments for those
individuals who are permanently disabled or have attained the age of 65 or older. Guideline
1620~g1~OCreek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
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criteria and applications are available at City Hall. Applications must be made within 30 days
following the adoption of the assessment roll by the City Co it.
~J,
Frank BoIfes ./
City Man~
Published in the Prior Lake American, December 5 and December 12, 1998.
PLTRANOT.DOC
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Affidavit of Mailing Assessment Hearing Notice
State of Minnesota )
)
Council of Prior Lake)
Janet Rim!benz
. being first duly sworn, deposes and says:
I am a United States citizen, over 21 years of age, and the employee of the City of Prior
Lake, Minnesota.
On December 4, 1998, acting on behalf of the said city, I deposited in the United States
post office at Prior Lake, Minnesota, copies of the attached notice of a hearing on proposed
special assessments, enclosed in envelopes, with postage thereon fully prepaid, addressed to the
following persons at the addresses appearing opposite their respective names:
Name
Address
Holv Cross Lutheran Church
PO Box 177.14085 Pike Lake Trail NE. P.L. MN 55372
Herbert & Elaine Wensmann
1895 Plaza Drive. Eal.!an MN 55122
Mr. Ed Vierlinl.!
14310 Pike Lake Trail NE. P.L.. MN 55372
There is a delivery service by the United States mail between the place of mailing and the places
so addressed.
. ~ '-I1A/flCj JVL.9/
Slgn~e () tJ
Subscribed and sworn to before me this 1 t:J:; day of.&.
A ANGELA JASPERS ...
. NOTARY PUBUC-MINNESOTA
... .. MyC"~~~~~31,2lXXl
, 1911
/!;-;J,t: ~d
G:\projects\1997\17pikeso.doc
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Holy Cross Lutheran Church
P.O. Box 177
14085 Pike Lake Trail NE
Prior Lake, MN 55372
December 4, 1998
Subj: PUBLIC HEARING NOTICE ON RE-ASSESSMENTS FOR STREET
IMPROVEMENTS ON PIKE LAKE TRAIL
CITY PROJECT #97-17
Holy Cross Lutheran Church:
During the construction of Pike Lake Trail, and AFTER the original assessment hearing for the
subject project, the Prior Lake City Council approved change orders to the contract that
REDUCED the project cost by $97,052.80. The City Council determined the project's street
and storm sewer costs should be re-assessed so the assessments would accurately reflect the
reduced costs. The watermain, sanitary sewer, and trunk acreage assessments did not change and
therefore are not part of this re-assessment process.
This letter is to notify you that your property is subject to this re-assessment for the street and
storm sewer improvements to Pike Lake Trail. Please fmd enclosed an Assessment Hearing
Notice for Public Improvement Project #97-17. This notice will be published in the December 5
and December 12, 1998 Prior Lake American and describes the notice of improvements and the
area to be assessed.
The Assessment Hearing is scheduled to be held on December 21, 1998. To provide 14 days
notice of the re-assessments to the property owners, we have prepared the assessments based on
the reduced project costs for this project. The original front footage rate for street and storm
sewer was $151.30/FF. The proposed reduced front footage rate for street and storm sewer is
$114.82/FF.
In addition to the reduced assessments, based on your 1998 payment you will receive a total
credit of $3,972.04 on your parcel. If you have any questions regarding the credit please contact
the Finance Director. If you have other general questions, please call me at 447-4230.
;relY, pNI~
Gre~ P.E.
Public Works Director/City Engineer
CITY OF PRIOR LAKE
RAHLET.DOC
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
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pRELIMINARY REPORT AND ESTIMATE OF COST
FOR 1.I:UJ CITY OF PRIOR LAKE
ON 1995 PUBUC IMPROVEMENT PROJECTS
SANITARY SEWER, W A.l~dAIN, STORM SEWER,
GRADING, CURBING, WALKS, STREET PAVING,
AND APPURTENA1~ WORK
NOVEMBJfd.( 15, 1994
I h"..':':'f 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.
( / ~
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Terry J. Ma , P.E.
Reg. No. 15316
/1/;5194
Date
Prepared by: Cindy Blanski, Staff Engineer
102-045-10
FEAS-I02.045
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PRELIMINARY REPORT AND ESTIMATE OF COST
FOR .l.D.J!..
CITY OF PRIOR LAKE
ON 1995 PUBUC ~~AOVEMENT PROJECTS
GRADING, SANITARY SEWER, WAl.I!.KJ.~, STORM SEWER,
CURBING, WALKS, STREET PAVING,
AND APPURIJ!J~ANT WORK
NOVEMBER 15, 1994
I. TI l"E 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 p.Lvpvsed 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:
ARF.A 1 - Ridgemnnt Avenue
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.
A RF.A 2 - f"rPPk..ide Cirrle
Street reconstruction of Creekside Circle, including grading, aggregate base, storm sewer,
concrete curb and gutter, bituminous surfacing, and appurtenant work.
ARF.A ::l - Tower Strf'Pt
Street construction of Tower street, including grading, aggregate base, bituminous
surfacing, and appurtenant work.
ARF.A d - f"entpnni~1 StrPPt
Street construction of Centennial Street, including storm sewer, grading, aggregate base,
concrete curb and gutter, bituminous surfacing, and appurtenant work.
.AREA ~ - Pike T.JlI kp Trail
Pike Lake Trail Street construction and utility improvements, including sanitary sewer,
watermain, storm sewer, grading, aggregate base, concrete curb and gutter, concrete
FEAS-102.045
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sidewalk, bituminous path, bituminous surfacing, and appurtenant work.
ARF.A 6 - Tihl~ Additinn
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.
ARF.A 7 - pjYiP Pnint Cirf"lp
Street reconstruction of Pixie Point Circle, including grading, aggregate base, storm
sewer, concrete curb and gutter, bituminous surfacing, and appurtenant work.
AREA i - O~k Rid~p ("nllrf: Sllhdivi~inn
Street reconstruction of Oak Ridge Circle, Flandrau Circle, Fulbright Circle, Indian Ridge
Circle, and Euclid Avenue, including storm sewer, grading, aggregate base, concrete curb
and gutter, bituminous surfacing and appurtenant work.
AREA Q - (".andy C(\Vp "Pa rk IT .ak~idp M~nnr Sllhdivi~inn~
Street reconstruction of Candy Cove Trail, Manor Road, Woodlawn, Hill and Lemley
Circles, including grading, aggregate base, storm sewer, concrete curb and gutter,
bituminous surfacing, and appurtenant work.
ARR.\ 10 - Fi~h Pnint P~rk
Drainage channel improvement from Forest Oaks Subdivision to Prior Lake within Fish
Point Park, including channel excavation, channel lining, and appurtenant work.
ll. WCATION OF IJ::U!. PROJECTS
The ten projects shown by Exhibit 1 are located in the following areas:
ARF.A 1 - Ridgpmnnt AvpnllP
Ridgemont Avenue from approximately 300 feet north of Trunk Highway 13 to Rutledge
Street within the following subdivisions:
The Oaks
Edwards 1st Addition
Hannen 2nd and 3rd Addition
Widerstrom 1st Addition
Mitchell pond
FEAS-102.045
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Calvin Erbele's 1st Addition
In Sections 35 and 36, Township 115 north, Range 22 west, Scott County, Minnesota.
ARF.A 2 - C'rPPk~idp C'irdp
Creekside Circle from Trunk Highway 13 to the cul-de-sac within la-Anna Stepka Hi-
View 3rd Addition in Section 2, Township 114 north, Range 22 west, Scott County,
Minnesota.
ARRA :l - Towpr StrPPt
Tower Street llulU County Road 23 to Duluth Avenue in Section 2, Township 114 north,
Range 22 west, Scott County, Minnesota.
AREr\ ~ - C'pntpnni91 StrPPt
Centennial Street from Candy Cove Trail to the turnaround, within the Centennial
Addition, and adjacent to unplatted property west of Candy Cove Trail. In Section 36,
Township 115 north, Range 22 west, Scott County, Minnesota.
ARRA 5 - Pikp T ~kp Trn.il
Pike Lake Trail from County Road 42 to the proposed north plat line in the plat of Knob
Hill in Section 26, Township 115 north, Range 22 west, Scott County, Minnesota.
AREA " - Titus Addition
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.
A RRA 7 - Piyjp Point C'irdp
Pixie Point Circle, with the beginning and end at 150th Street within the following
subdivisions:
Eastwood 1st Addition
Eastwood 2nd Addition
Buckeye's 1st Addition
Feons 1st Addition
And, R.L.S. Number 1 in Section 25, Township 115 north, Range 22 west, Scott County,
Minnesota.
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AnoD Jl _ Oak 'Ridgp rnnrt Snhdiviann
Oak Ridge Circle, with the beginning and end at Euclid Avenue; Euclid Avenue from
150th Street to Oak Ridge Circle; Indian Ridge Circle from Fairlawn Shores Trail to the
cul*sac; Fulbright Circle hum Oak Ridge Circle to the cul-de-sac; Flandrau Circle from
Oak Ridge Circle to the cul-de-sac, within the following subdivisions:
Oak Ridge Court
Oak Ridge Court 1st and 2nd Addition
In Section 36, Township 115 north, Range 22 West, Scott County, Minnesota.
AREA Q _ Candy rove ParklT .akfl"llilide Mannr Snhdivi~ion~
Candy Cove Trail, with the beginning and end at Trunk Highway 13; Woodlawn Circle
from Candy Cove Trail to the cul-de-sac; Hill Circle from Woodlawn Circle to the cul-de-
sac; and Manor Road from Woodlawn Circle to Candy Cove Trail within the following
subdivisions:
Candy Cove Park
Lakeside Manor 1st, 2nd, and 3rd Additions
In Section 36, township 115 north, Range 22 west, Scott County, Minnesota.
ArPa 10 - Fi~h Point Park
Channel improvements in Fish Point Park from Forest Court to Prior Lake, adjacent to
Shangri-LA Subdivision, in Section 36, Township 115 north, Range 22 west, Scott
County, Minnesota.
ID. DESCR1r .1.lON OF PROJECT
Project descriptions for the various areas are as follows:
t\'RRA 1 - 'Ridgpmont Avenne
Currently, Ridgemont A venue is the only access to quite a few residential platted areas.
It is }I'.lu}lvsed that Ridgemont Avenue be J.~ustructed 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
iml'.lVVement 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 iml'.lvvements
is proposed. The typical street section is shown by Exhibit 3.
FEAS-I02.045
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S~,,~ reconstruction }'.Lv.ides the "it'}'U'.L~.Jnity 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 watennain will be extended south also. The
proposed utility improvements are shown by Exhibit 4.
The }'J.uject 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 watennain. The Ridgemont
Avenue project is a hold-over from the 1994 Capitol Improvement l'.L'uject and will be
assessed to the benefitting property owners and included in the 429 bond issue.
A RRA 2 - Creek!ii:idp. Cirdp.
Creekside 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,
storm water 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 stonn 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 watennain. 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.
AREA. l - Towp.r Street
Tower Street, shown by Exhibit 7 is an existing gravel road with a rural section from
County Road 23 to approximately Duluth A venue and is highly traveled due to its
proximity to The Ponds Athletic Complex. It is anticipated that this stretch of Tower
Street will be reconstructed in the future; therefore, concrete curb and gutter and stonn
sewer is not warranted at this time. The proposed su.,^,~ section is shown by Exhibit 8.
The project consists of 300 feet of street construction. The project will be paid by the
City, utilizing general tax levy or street collector funds.
~ d - Centennial StrPPt
Centennial Su.,^,~ is an existing gravel road and is shownx by Exhibit 9. Currently, stonn
water runoff flows overland to a wooded area west of the wooded turnaround. It is
i".I.u}'vsed that Centennial Street be reconstructed with bituminous surfacing and concrete
curb and gutter and minor storm sewer improvements. The total length of street
reconstruction is 600 feet. The typical street section is shown by Exhibit 10.
As shown on Exhibit 9, drainage easements must be acquired. The project will be
assessed to benefitting property owners.
FEAS-102.045
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AB.E..& AI; - Pikp. T .akp. TnlliI
Pike Lake Trail is shown by Exhibit 11. This street is designated as a Municipal State Aid
(MSA) route. CUu..:,utIy, the ,)~w has a gravel surface and is rural in nature with no curb
and gutter. The portion of Pike Lake Trail south of the Maple Hill Subdivision will be
built by a develvy"'" as part of the Knob Hill Subdivision; therefore, costs for sl.....,;.;~
reconstruction within the Knob Hill Subdivision are not included in this report.
Proposed improvement includes street reconstruction with storm sewer, retaining wall,
concrete curb and gutter, concrete sidewalk, bituminous bike path, and bituminous
surfacing. Street reconstru~tion provides the opportunity to extend the sanitary sewer
south and loop the watermain to the Knob Hill Subdivision.
As shown on the exhibits, right-of-way for the road and drainage easements must be
acquired. Costs for acquiring any right-of-way or easements are included in the project
cost for Pike Lake Trail. The F"VFVsed typical section is shown by Exhibit 12. Pike Lake
Trail, north of Knob Hill will be designated as a Municipal State Aid route. Some of the
y..vject will be financed by City Street Collector funds. Benefitting property owners will
be assessed, and the project costs non-eligible for MSA funding will be included in the 429
bond issue.
ARF.A 6 - Tihl~ Addition
The YJ.v~rties within the Titus 1st 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 Su.cds have extensive cracking and have had several large areas patched. The
S~c.ci.S have a bituminous berm and storm sewer. Exhibit 13 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 Lake 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
aypJ.vAirnately 3,000 linear feet of .)~c.ci. and reconstruction of 100 linear feet. The typical
sections are shown by Exhibit 14. Benefitting property owners will be assessed, and the
City portion of the project costs included in the 429 bond issue.
A RF.A 7 - Pixip. Point C.irl"lp.
Pixie Point Circle is shown by Exhibit 15. This street has bituminous pavement and
existing storm sewer. The pavement has pot holes and extensive cracks. The proposed
imFJ.uvement includes J.~nstruction of the existing street with new bituminous surfacing,
including concrete curb and gutter and storm sewer replacement. The project consists of
approximately 3,100 linear feet of concrete curb and gutter and 1,500 linear feet of
bituminous surfacing. The proposed typical section is shown by Exhibit 16. The project
will be assessed to the benefitting property owners and included in the 429 bond issue.
FEAS-l02.045
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.4.RR.4. Jl - Osak Ridgp ("onrt ~nhdivi!li:inn
The ,)i....\Nls shown by Exhibit 17 within the Oak Ridge Court Subdivision have numerous
cracks and patched areas. Currently, the street has bituminous curb and stuUlI sewer.
Proposed iUl}o'udements include street reconstruction with bituminous surfacing, concrete
curb and gutter, and storm sewer. The to....t' "sed typical sections are shown by Exhibit 18.
The project consists of street reconstruction of 4,100 linear feet of bituminous surfacing
and 8,000 linear feet of concrete curb and gutter. The project will be assessed to the
benefitting property owners and included in the 429 bond issue.
AREA Q - Candy ("ovp P1I~klT .akf>!li:idp Mannr ~nhdivi!li:inn!li:
The streets shown by Exhibit 19 have numerous patches and cracks. The street has
bituminous curb and storm sewer. The proposed improvement includes street
.L,,-.vustruction, including concrete curb and gutter, and minor storm sewer improvements.
The }o'.Lv}lOsed typical section is shown by Exhibit 20. This project consists of 5,200 linear
feet of street reconstruction and 10,000 linear feet of concrete curb and gutter. The project
will be assessed to the benefitting property owners and included in the 429 bond issue.
.4.RR.4. 10 - Fi!li:h Point Park
Fish Point Park is shown by Exhibit 21. The existing channel that conveys storm water
runoff from adjacent drainage areas has eroded the banks of residential. properties in some
areas while other areas the channel is virtually non-existent. The eroded soil is being
deposited in the channel where there is minimal grade, and therefore making the channel
undefined in one area.
It is proposed the channel be re-established using rip-rap and a small water quality pond
be created as shown by Exhibit 22. Existing culverts within the park will be replaced as
necessary for ditch construction. This project will be paid for out of the Storm Water
Utility fund.
IV. FEASffiILITY
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.
v. ESTIMAIW 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.
FEAS-102.045
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The estimated l'J.u:iect cost for each }'.....;ect is for the installation of associated
improvements and includes indL..:.....l r.....;ect costs. Project costs in Areas 1, 2, and 4-9
include special assessments.
AREA 1 - RidgPmnnt Avenue
Ridgemont Avenue from al'l'~u'Aimately 300 feet north of Trunk Highway 13 to Rutledge
Street:
Street
Stvuu Sewer
Sanitary Sewer
Watermain
Subtotal
$165,700
5,800
33,800
, l.,.4OO
$226,700
Indirect Costs (30 % )
6R I 000
TOTAL PROJECT COST
$294,700
A RRA 2 - r1"PPk~id.. rU:cle
Creekside Circle from Trunk Highway 13 to the cul-de-sac:
Street
Storm Sewer
Subtotal
$106,500
11 400
,
$119,900
Indirect Costs (30 % )
TOTAL PROJECT COST
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$155,900
A RRA 3 - Tower StrPfl't
Tower Street from County Road 23 to Duluth Avenue:
Street
$19,500
Indirect Costs (10 % )
1 ,Q,\.Q
TOTAL PROJECT COST
$21,450
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ARE.A ,4 - rp.ntp.nni~1 St~
Centennial Street from Candy Cove Trail to the turnaround:
Street
$64,500
Indirect Costs (30 % )
Easement Acquisition
19,350
1 JX)O
TOTAL PROJECT COST
$84,850
ARRA ~ - Pikp. T JIIkp. Tnil
Pike Lake Trail from County Road 42 to the north plat line of Knob Hill:
Street
Storm Sewer
Water Quality Pond
Sanitary Sewer
Watermain
Subtotal
$169,750
14,350
68,800
35,577
1n,~
$325,077
Indirect Costs (30 % )
TOTAL PROJECT COST
QV53
$422,600
ARRA 6 - Tihl~ Addition
Martindale Drive, Henning Circle, and Hickory Lane:
Street
Storm Sewer
Subtotal
$91,200
4900
,
$96,100
Indirect Costs (30 % )
?R, ROO
TOTAL PROJECT COST
$124,900
FEAS-I02.045
-10-
102-045-10
II.. IR
"I
,- - ......
A'REA 7 _ Pi.o.. Point CirrI..
Pixie Point Circle from 150th Street to 150th Street:
Street
Storm Sewer
Subtotal
Indirect Costs (30 % )
TOTAL PROJECT COST
A'REA R - Oak 'Ridgp rourt Suhdivision
1
$174,800
Ii,~
$179,700
"4.,000
$233,700
Oak Ridge Circle, Euclid Avenue, Indian Ridge Circle, Fulbright Circle, and Flandrau
Circle:
Street
Storm Sewer
Subtotal
Indirect Costs (30 % )
TOTAL PROJECT COST
$481,200
?Q, "00
$510,700
1 "1, '-00
$663,900
AREA Q - randy CovP. Park" .akP5i:idp. Manor Suhdivision
Candy Cove Trail, Woodlawn Circle and Manor Road:
Street
Storm Sewer
Subtotal
Indirect Costs (30 % )
TOTAL PROJECT COST
FEAS-I02,045
-11-
$563,800
41;tOO
$604,900
1 ~1500
$786,400
102-045-10
ill!
T
A RRA 1 0 Fi~h Point ~rk
Channelization And
Storm Sewer
WetlandlWater Quality Pond
Subtotal
$76,300
10JRXl
$86,900
Indirect Costs (25 % )
21 ,700
TOTAL PROJECf COST
$108,600
IV. PROrJ!.ATY 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.
ARE,4. 1 - Ridgp-mont AVf'nuf'
The south half of Sections 35 and 36, Township 115 north, Range 22 west, Scott County,
Minnesota.
St'"",Jic p.lvyc..l~ 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.
ARRA 2 - f'n>f'k~idf' f'irrlf'
The south half of Section 2, Township 114 north, Range 22 west, Scott County,
Minnesota.
Specific }/J.vpCoJ.lj 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
Ja-Anna Stepka Hi-View 3rd, and the FJ.vperties south of Lot 16 and Lot 2.
FEAS-I02.045
-12-
102-045-10
... In
iill
:l
AREA .do - r"ntpnniSlll ~f'rppt
The south half of Section 36, Township 115 north, Range 22 west, Scott County,
Minnesota.
sl'......:fic l'..vl'"..LJ descriptions included in the above described area, but not inclusive, are
as follows:
Property abutting Centennial Street including:
Centennial Addition
The unplatted property north of Centennial Addition adjacent to Centennial Street.
The unplatted t'~'u}lerty south of Centennial Street and east of Centennial Addition.
ARE.A ~ - Pikp T .JIkp Trnil
The north half of Section 26, Township 115 north, Range 22 west, Scott County,
Minnesota.
St'""Jic t'w~~~i descriptions included in the above described area, but not inclusive, are
as follows:
Property abutting Pike Lake Trail including:
Maple Hill, Lots 1, 8 & 9
Knob Hill Subdivision
Unplatted property south of County Road 42 and adjacent to Pike Lake Trail owned by
Minnesota Southern District of Lutheran Churches, and Wensmann Realty.
ARF.A Ii - Tihl~ Addition
The north half of Section 23, Township 115, north, range 22 west, Scott County,
Minnesota.
St'"",Jic p~u~~~y 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.
FEAS-I02.045
-13-
l02~S-lO
il II II
ill
.)
A RF.A 7 - 'PhriP. Point Cin-Ip.
The south half of Section 25, Township 115 north, Range 22 west, Scott County,
Minnesota.
Si""-aic l'.L\Jl'.....~j descriptions included in the above described area, but not exclusive, are
as follows:
Feons 1st Addition
Eastwood 1st Addition, Lots 2-17
Eastwood 2nd Addition including Outlot A
Buckeye's 1st Addition
R.L.S. No. I, Tracts C-I & K-N
R.L.S. No.2, Tract A
AREA Jl - Oak Ritfgp C'onrt' Snhdivi~ion
The north half of Section 36, Township 114 north, Range 22 west, Scott County,
Minnesota.
Specific l'l.V~J.;:Y descriptions included in the above described area, but not exclusive, are
as follows:
Oak Ridge Court Lot 6, Block 1, Lot 1, Block 2
Oak Ridge Court 1st Addition, Lots 1-21 & 23-25, Block 1, Block 2, Lots 4-9,
Block 3
Oak Ridge Court 2nd Addition
ARF.A Q - C'!Uldy C'ovP. Park/T ..akP-lOidp. Manor Snhdivi~ion
Section 36, Township 115 north, Range 22 west, Scott County, Minnesota.
Sl'"-aic l'J.v~J.iy descriptions included in the above described area, but not exclusive, are
as follows:
Lakeside Manor, Blocks 1 & 2
Lakeside Manor 1st Addition
Lakeside Manor 2nd Addition, Blocks 1 and 2
Lakeside Manor 3rd Addition
Candy Cove Park Lots 1-32
FEAS-I02.04S
-14-
102-045-10
11 II ID
i~
f
~ llJ.. ESTIMAuw ASSESSMENTS
The improvement cost will be assessed on an adjusted front footage basis and unit basis
to the benefitting .t'.Lvt'w~es as per the Assessment Policy adopted by the City Council on
February 21, 1989, and amended on February 5, 1990.
~ 1 - RidgPmont Avpnup
Total Project Cost
Project Assessment (100%-S, W, & Streets)
Project Assessment (60% - Street Only)
Project Tax Levy (40% - Street Only)
$294,700
194,372
60,197
40,131
For StrPP.t WJuorP SpwPt:..amf Wate... Will RP. F.rlpndpd
Project Assessment (100% - Sewer, Water, & Streets) $194,372
Project Assessable Front Footage * 1,824 FF
Project Assessment Rate $106.56/FF
For StrPP.t Whprp Sewpr anti Watpr F.Yid-
Project Assessment (60% - Street Only)
Project Assessable Front Footage
Project Assessment Rate
$60,197
1,051 FF
$57.28/FF
* Note: Front fvv~e includes 964 FF for Lake Front Park which is adjacent to Ridgemont
Avenue. The resulting City cost is 964 FF x $106.56 = $102,724 and is included under
the tax levy column in the Project Financing Summary. In addition, a Trunk Charge for
Trunk Sanitary Sewer and Watennain will be assessed based on property a"'J.C4ge:
Trunk System Acreage Charge fo~ 1994
$3,000/ Acre
ARF.A 2 - CrPPk~id.. rU:cle
Total Project Cost
$155,900
Project Assessment (60%)
Project Tax Levy
93,540
62,360
93,540
2,609 FF
$35. 85/FF
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
FEAS-102.045
-15-
102-045-10
il I' 1ft
IIII
~
~ ~ - r~ntpnni~l Sf __
Total Project Cost
$84,850
Project Assessment (100%)
84,850
Project Assessable Front FuulGge
Project Assessment Rate
958 FF
$88.571FF
ARRA ~ - Pik... T.Jllkp TI"Sli1
Total Project Cost
;--
"
, .'$422,600
Street Collector Fund
Project Assessment (100%)
30,000
392,600
$46,250
1,395 FF
$33. 15/FF
Project Assessment (100% Sewer)
Project Assessable Front Footage
Project Assessment Rate
Project Assessment (100% Watennain)
Project Assessable Front Footage
Project Assessment Rate
$47,580
1,885 FF
$25.24/FF
Project Assessment (100% Stonn & Street)
Project Assessable Front Footage
Project Assessment Rate
$298,770
2,035 FF
$146.81/FF
NOTE: A Trunk Charge for Trunk Sanitary Sewer and Watennain will be assessed based
on property acreage:
Trunk System Acreage Charge for 1994
$3,000/ Acre
ARRA it - Tihl!li: Addition
Total Project Cost
$124,900
Project Assessment (60%)
Project Tax Levy
74,940
49,960
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
74,940
6,934 FF
$10.811FF
FEAS-I02.04S
-16-
102~5-10
il I' 18
1
:~
1
AR"RA 7 - PiYiP. Point Ci....lp.
Total Project Cost
$233,700
Project Assessment (60%)
Project Tax Levy
140,220
93,480
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
140,220
2,887 FF
$48.57/FF
AR'RA fC - Oak Ridgp C'onJ't Snhdivi~inn
Total Project Cost .
$663,900
Project Assessment (60%)
Project Tax Levy
398,340
265,560
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
398,340
6,235 FF
$63. 89/FF
AR'RA Q - C'.andy C'nvp. Park" .ak~idp. Mannr Snhdivi~inn
Total Project Cost $786,400
Project Assessment (60%)
Project Tax Levy
471,840
314,560
Project Assessment
Project Assessable Front Footage
Project Assessment Rate
471,840
8,978 FF
$52.56/FF
FEAS-I02.04S
-17-
102-045-10
I" IH
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110 't\~- l;t}
6(S&H~ ~ltc,
PETITION FOR THE IMPROVEMENT ~~~ (
OF PIKE LAKE TRAIL lr~~
As a resident of the Titus Addition,also known as oak::i~
Lake trail.
Estates,I am concerned about the deplorable condition of Pike
NAME
ADDRESS
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PETITION FOR THE IMPROVEMENT
OF PIKE LAKE TRAIL
As a resident of the Titus Addition,also known as
of Pike Lake Trail.
Oakview Estates,I am concerned about the deplorable condition
II II II
ADDRE7'
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AGREEMENT
15-.)./1
THIS AGREE:MENT made and entered into as of the . ",. - day of
~UY\.L , 1993, by and between the City of Prior Lake, a Minnesota
muniCIpal corporation (hereinafter "City") and Holy Cross Lutheran Church of Prior
Lake, Minnesota (hereinafter ''Holy Cross").
REillTALS
WHEREAS, Holy Cross desires to construct a church building on its property
in the City of Prior Lake, and
WHEREAS, Holy Cros has requested that the City provide sewer service to
its property line which will require extending sanitary sewer across County State
Aid Highway 42 and along the length of property located on Pike Lake Trail, and
WHEREAS, in order to extend said sewer line as requested by Holy Cross,
the City requires reimbursement for certain construction costs and needs certain
right-of-way easements for the City and Scott County
NOW THEREFORE, in consideration of the mutual promises, convenants
and agreements herein and in consideration of the City extending its sanitary sewer
line to Holy Cross' property, the parties agree as follows:
Page 1
I. _ III
IIII
1. Holy Cross l:I.t1al1 pay City Four Thousand ($4]00.00) Dollars prior to
the issuance of a building permit by the City to Holy Cross.
2. Holy Cross shall pay City Seventy-Four Thousand Six Hundred
Eighty-Two And 47/100ths ($74,682.47) Dollars (the balance of the sanitary sewer
extension construction costs and related fees) by July 19, 1993. In the event said
balance is not received by the City by July 19, 1993, the City shall stop further
building inspections and will not issue a Certificate of Occupancy.
3. Holy Cross shall execute and deliver all necessary easements required
for the extension of the sanitary sewer project as prepared by the City and Scott
Count:y.
4. The assumptions and understandings of the parties as set forth on
Exhibit "A" attached hereto are incorporated herein and are part of this Agreement.
5. This Agreement may be amended by the parties hereto only by written
instrument executed in accordance with same procedures and formality followed for
the execution of this Agreement:
6. This Agreement may be simultaneously executed in several
counterparts, each of which shall be an original and all of which shall constitute one
in the same instrument.
7. The terms and conditions hereof shall be binding upon and inure to the
benefit of the representatives, successors, and assigns of the parties hereto.
8. This Agreement shall be executed by the City Manager and the Mayor
of the City only when authorized by the City Council.
IN Vv IT1-mSS WHEREOF, City and Holy Cross have caused this Agreement
to be duly executed as of the day and year first above written.
Page 2
I." III
IIII
1
,I
APPROVED BY
/1 J . - I / , 1993.
---r' -
(
~
jd.-
T~ CITY COUNCIL ON T~.2 DAY OF
,r-' bk;'
I;
T~ Q,,",JO , OR LAKE
By I~~,&' ,/~~--
Frank'Bo.Y.~, b~
~j~~ -
r;ydlJYAndren, Mayor
APP~VED AS TOFJar;
By I'~~ ~, i [~
Glenn R. Kessel
LOlMMEN, NELSON, COLE, & STAGEBERT, P.A.
80 South 8th Street, Suite 1800
~eapolis,~ 55402
HOLY C~OSS LUTHERAN CHURCH
By /?h, 11 ();:
:h~Ies goz~
y \../, /. '-' ,
Gary Tho J~~tee
BY'~ -
David Busse, Trustee
Page 3
II. ..
I
I~
.)
STATE OF MINNESOTA)
)
COUNTY OF SCOTr )
On the day of . 19 . before me, a Notary
Public, within and for said County personally appeared Lydia Andren and Frank
Boyles, to me personally known, being each by me duly swom did say that they are
the Mayor and City Manager, respectively, of the City of Prior Lake, a Minnesota
municipal corporation, named in the foregoing instrument; and that said
instrument was signed on behalf fo the municipal corporation by authority of its
City Council and acknowledged said instrument to be the free act and deed of said
municipal corporation.
Notary Public
STATE OF MINNESOTA)
)
COUNTY OF SCOTr )
On the / 5~ay of C\ .tlYl.L , 1993 before me, a Notary Public,
within and for said County persomJilly appeared Charles Vig, Gary Thompson, and
David Busse, to me personally known, being each by me duly swom did say that
they are Trustees of Holy Cross Lutheran Church, and that said instrument was
signed on behalf of the Church of authority of its Board of Trustees and
acknowledged said instrument to.be the free act and deed of said Church.
AGREE.WRT
MARY A. MIEROW mO/)A.1 () /!l..il/)A'vU'-
@,,?,OOo;"NOTARYpUBUC_MINNESOTA>lA
{.!.! SOOlT COUNTY U .
. \ CUn.,ll 'lIII~Od.15, 1996 otary Public
L ...~::~~,",__r
,"\t\\lU\\
Page 4
il. ..
11
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:,
"EXHIBIT A"
HOL V (;ROSS...LllIHERAN ~Hl.lRCH
June 11, 1993
1. ASSUMPTTO~
A. Holy Cross will grant easements for street as prepared by Scott County and the
City of Prior Lake
-75 feet CSAH 42
-75 feet Pike Lake Trail
B. Frontage and area charges based upon easements being provided.
2. City will extend sanitary sewer across CSAH 42 and extend the length of the property
along Pike Lake Trail and provide a sewer service stub to the property line.
The City understands that the church desires completion of the building by September 1,
1993. The City will make reasonable efforts to have the sewer available at.that time. In
the event that the sewer is not available at that time, the City will not be liable for delays
caused.
3. Sanitary sewer, watermain and paving imi"udements will be adjacent to the property
along CSAH 42 & Pike Lake Trail in the future. Assessments and/or charges will be
based upon the rates and poliCies at that time.
4. The CUu.;....t rates are as follows:
Sewer
Street
Water
$ 401F00t
$ 401F00t
$ 20/Foot
Street Collector
Trunk Sewer
Trunk Water
Storm Water Management
$ 700/ Acre
$1,375/Acre
$1,375/Acre
$. 168/Square Foot
5. The amount owed to the City based upon providing ROW is as follows:
SANITARY SEWER
A.
Sanitary Sewer Trunk
6.29 Acres ($1,375/Acre)
=
$ 8,648.75
B. Sanitary Sewer Lateral
Page 1
II II n
I
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..
490 Feet ($'t\J.OOlFoot)
=
J19,6oo.00
$28,248.75
SUB TOTAL
STREET COLI,ECTOR FEE
6.29 Acres ($700.00/Acre)
STORM WATER MANAGEMENT FEE
6.29 Acres ($. 168/Square Foot)
43,560 Square Feet! Acre
=
$ 4,403.00
=
$46,030.72
$78,682.47
TOTAL
=
6. To facilitate cash flow for the church in lieu of collecting the amount owed to the City up
front, the church will pay $4,000.00 prior to issuance of a building permit and the balance
by July 19, 1993. In the event that payment is not made by July 19, 1993, the City will
stop further building inspections and will not issue a Certificate of Occupancy.
7. City Staff will present this for Council approval at the June 21, 1993 Council Meeting.
The church will agree to this in writing prior to placing it on the Council Agenda.
CHURC1.WRT
Page 2
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1
91 -\1-
Holy Cross Lutheran Church
Special Voter's Assembly
December 22, 1997
Status report regarding Holy Cross' Appeal of Special Assessments.
Frank J. Wicker Associates has completed it's Appraisal Report,"Street Improvements
and Cost Benefit Analysis". Wicker appraised the property as vacant land,
considering its highest and best use as residential since the parcel is adjacent to
residences, with new residential developments occurring to the South and East of the
parcel.
The appraisal uses six comparable properties with limited utilities and six properties
with full utilities. Wicker's professional conclusion is the Holy Cross property is worth
(as of December 5, 1997):
Value before improvements
Value after improvements
Total benefit of improvements
$ 88,060
$188.700
$100,640
In 1994 we paid $78,682.47 for partial improvements. With an average escalation 5%
per year, this would equal $92,900 when also brought to December 5, 1997.
Therefore,
Total economic benefit received from improvements $100,640
Previously paid $ 92.900
Remaining cost benefit for street improvement $ 7,740
11.. In
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