05-28-02 CCITEM 4. 1.
21
dAlo(ll
CLAIMS LIST
CITY COUNCIL MEETING
MAY 2 8, 2 002
TO: Judy Hudson
ITEM 5. 1.
Attached is the Claims List for the City Council. For more details, please refer to the
Check Detail Registers.
If you have any questions regarding this service, please let me know.
Claims Register 5-16-2002 $13,438.69
5-23-2002 $37,655.53
GRAND TOTAL $51,094.22
If you have any questions or if you would like to review this list further, please let me
know.
Kathy Grover
Bookkeeper
CITY OF OTSEGO 05/23/02 10:46 AM
Page 1
*Check Summary Register@
MAY 2002
FILTER: None
Name
Check Date Check Amt
10100
BANKOFELKRIVER
M
UnPaid
AMERICKEN HOME BUILDERS INC
$1,000.00
UnPaid
BOISE CASCADE OFFICE PRODUCTS
$253.65
UnPaid
CHRISTIAN BUILDERS INC
$1.000.00
UnPaid
DRAKE CONSTRUCTION, INC.
$1,000.00
UnPaid
EARL F ANDERSON INC
$165.94
UnPaid
ECM PUBLISHERS INC
$254.07
UnPaid
ELK RIVER PRINTING & PARTY PLU
$76.68
UnPaid
ELK RIVER-ROGERS VFW POST
$100.00
UnPaid
FIRST STATE TIRE RECYCLING
$1,246.00
UnPaid
FORTIS BENEFITS INSURANCE CO.
$94.19
UnPaid
FYLE'S EXCAVATING & HONEY WAG
$240.00
UnPaid
KENNEDY & GRAVEN, CHARTERED
$81.00
UnPaid
MEDICA
$3.600.19
UnPaid
MINNESOTA LIFE
$64.50
UnPaid
NOVAK-FLECK INC
$1,000.00
UnPaid
PEOPLE SERVICE INC.
$18,586.00
UnPaid
PITNEY BOWES
$100.02
UnPaid
RMR SERVICES, INC
$4,484.76
UnPaid
SHARP HOLDING COMPANY
$1,000.00
UnPaid
STICKLES CONSTRUCTION INC
$1,000.00
UnPaid
VEIT & CO
$1,258.03
'fnPaid
WRIGHT-HENNEPIN CO-OP ELECTRIC
$1,050.50
Total Checks $37,655.53
FILTER: None
CITY OF OTSEGO 05123102 10:46 AM
*Check Detail Register@ Page 1
MAY 2002
Check Amt Invoice
Comment
10100
BANKOFELKRIVER
—
Tnp-a—id-
X-M-E-FR46" _KE'_NH 6WE -B_ _0 I L D E_R_ S I N C
Total EARL F ANDERSON INC
$165.94
E 702-41400-310 Miscellaneous $1,000.00
--i-1—.00000
8135 PALMGREN ESCROW REFUND
Unpaid
Total AMERICKEN HOME BUILDERS INC
ECM PUBLISHERS INC
=npai*a_
BOISE CA§dk_0_EOFF1dEAP5R_ UCTS
E 101 -41400-201 Office Supplies $221.83 104798
OFFICE SUPPLIES
$202.22
E101-41400-201 OfficeSupplies $31.82 106658
OFFICE SUPPLIES
Total BOISE CASCADE OFFICE PRODUCTS $253.65
Print/Binding (GENERAL)
Unpaid
CHRISTIAN BUILDERS INC
ORDINANCE
E 702-41400-310 Miscellaneous $1,000.00
7840 PARK AVE LNDSCP REFUND
$254.07
Total CHRISTI AN BUILDERS INC $1,000.00
Unpaid
DRAKE CONSTRUCTION, INC.
ELK RIVER PRINTING & PARTY PLU
E 702-41400-310 Miscellaneous $1,000.00
8117 PALMGREN LNDSCP REFUND
E 101-41400-350
Total DRAKE CONSTRUCTION, INC. $1,000.00
$76.68
Unpaid
EARL F ANDERSON INC
E 101-43100-393
Street Signs
$165.94
47208
STREET SIGNS
Total EARL F ANDERSON INC
$165.94
Unpaid
ECM PUBLISHERS INC
E 423-43100-350
PrintlBinding (GENERAL)
$202.22
128548
BIDS- QUADAY
E 101-41400-350
Print/Binding (GENERAL)
$51.85
128561
ORDINANCE
Total ECM PUBLISHERS INC
$254.07
Unpaid
ELK RIVER PRINTING & PARTY PLU
E 101-41400-350
Print/Binding (GENERAL)
$76.68
15310
BLOGING PERMITS
Total ELK RIVER PRINTING & PARTY PLU
$76.68
Unpaid
ELK RIVER-ROGERS VFW POST
E101-41400-203
Supplies -General
$100.00
DONATION - FLAGS
Total
ELK RIVER-ROGERS VFW POST
$100.00
Unpaid
FIRST STATE TIRE RECYCLING
E 101-43620-390
Contacted Services
$1,246.00
28544
CLEAN UP DAY
Total
FIRST STATE TIRE RECYCLING
$1,246.00
Unpaid
FORTIS BENEFITS INSURANCE CO
E101-43100-130
Employer Paid 1ns (GENERAL)
$40.19
PW -JUNE
E101 -4140G-130
Employer Paid Ins (GENERAL)
$54.00
AOMIN-JUNE
Total FORTIS BENEFITS INSURANCE CO
$94.19
Unpaid
FYLE'S EXCAVATING & HONEY WAG
E 101-43100-310
Miscellaneous
$110.00
11014
PUMPING - SHOP
E 101 -41940-430
Miscellaneous (GENERAL)
$130.00
11014
PUMPING - CITY HALL
Total FYLE'S EXCAVATING& HONEY WAG
$240.00
Unpaid
KEWROED771 GRAVEN, CHARTERED
E 101-41700-301
Legal Services
$81.00
51919
CHARTER RENEWAL
Total KENNEDY & GRAVEN, CHARTERED
$81.00
Unpaid
MEDICA
E 101-41400-123
Health
$2.149.99
ADMIN - JUNE
E 101-43100-123
Health
$1,450.20
PW - JUNE
Total MEDICA
$3,600.19
Unpaid
MIN_NE__SOTA LIFE
CITY OF OTSEGO 05/23/02 10:46 AM
*Check Detail Register@ Page 2
MAY 2002
Check Amt Invoice Comment
E 101-41400-130 Employer Paid Ins (GENERAL) $27.40 ADMIN - JUNE
E 101-43100-130 Employer Paid Ins (GENERAL) $37.10 PW -JUNE
Total MINNESOTA LIFE $64.50
Unpard—_ NOVAK-FL_EE_KIWC_
E 702-41400-310 Miscellaneous $1,000.00 7848 PARELL AVE LNDSCP REFUND
Total NOVAK-FLECK INC $1,000.00
Unpaid PEEPLE —SERVICE INC.
E 601-49400-390
Contracted Services
$7,680.00
5685
RETRO RATE JAN -MAY
E 601-49400-390
Contracted Services
$10,626.00
5685
MONTHLY -JUNE
E601-49400-220
RepairfMaint Supply (GENERAL)
$245.00
5685
LABOR
E 60149400-220
Repair/Maint Supply (GENERAL)
$35.00
5685
LABOR
Total PEOPLE SERVICE INC.
$18,586.00
Unpaid PITNEY BOWES
E 101-41400-413 Office Equipment Rental $100.02 4705027-MY02 POSTAGE MACHINE
Total PITNEY BOWES $100.02
Unpaid RMR SERVICE - 1,W -d
E 601-49400-203 Supplies - General $4,484.76 2002-160 METERS
Total RMR SERVICES, INC $4.484.76
'Jnpaid— N—A—W—HUDING, COMPANY --
E702-41400-310 Miscellaneous . $1,000.00 15037 84TH SY LNDSCP REFUND
T:otal SHARP HOLDING COMPANY $1.000.00
Unpaid STICKLES—CONSTFW—CTION INC
E 702-41400-310 Miscellaneous $1,000.00 8105 PARELL LINDSCIP REFUND
Total STICKLES CONSTRUCTION INC $1,000.00
Unpaid __ VEIT & C6__
E101-43100-310 Miscellaneous $459.28 1184 CRUSHED CONCRETE 83RD ST
E 101-43100-310 Miscellaneous $798.75 1193 CRUSHED CONCRETE 83RD DT
Total VEIT&CO $1,258.03
Unpaid WR_1G__HT_-_HENNEPIN CO-OP FLECTjFjC_�
E 601-49400-390 Contracted Services $1,050-50 8626 MONTHLY MAINT
Total WRIGHT-HENNEPIN CO-OP ELECTRIC $1,050.50
10100 'BANK OF ELK RIVER $37,655.53
FILTER: None
CITY OF OTSEGO 05/16/02 2:03 PM
Page I
*Check Summary Register@
MAY 2002
Name Check Date Check Amt
10100 BANKOFELIKRIVER
UnPaid
AMERICAN ENGINEERING TESTING
UnPaid
ARLENE HOLEN
UnPaid
CELLULAR+
UnPaid
CHRISTIAN BUILOERS INC
UnPaid
DEMCON DISPOSAL INC
UnPaid
ECIVI PUBLISHERS INC
UnPaid
ELAINE NORIN
UnPaid
FENNA HOMES
UnPaid
FIRST STATE TIRE RECYCLING
UnPaid
GOPHER STATE ONE -CALL INC
UnPaid
H G WESER OIL COMPANY
UnPaid
ICMA RETIREMENT TRUST
UnPaid
MICHAEL JOHN ROBERTSON
UnPaid
NAGELL APPRAISAL & CONSULTING
UnPaid
OSI ENVIRONMENTAL, INC
UnPaid
PUBLIC EMPLOYEES RETIREMENT FD
UnPaid
RANDY'S SANITATION
UnPaid
SOFTRONICS
UnPaid
US INTERNET
UnPaid
XCELENERGY
Total Checks
FILTER: None
$586.70
$60.39
$12.61
$1,000.00
$1,629.79
$165.17
$40.89
$1,000.00
$178.40
$26.60
$1,875.91
$422.31
$221.30
$1,000-00
$155.00
$1,268.28
$2,035.00
$1,706.25
$19.95
$34.14
$13,438.69
CITY OF OTSEGO 05/16/02 2:06 PM
Page 1
*Check Summary Register@
MAY 2002
FILTER: None
Name
Check Date Check Amt
10100 BANKOFELKRIVER
UnPaid
AMERICAN ENGINEERING TESTING
$586.70
UnPaid
ARLENE HOLEN
$60.39
UnPaid
CELLULAR+
$12.61
UnPaid
CHRISTIAN BUILDERS INC
$1,000.00
UnPaid
DEMCON DISPOSAL INC
$1,629.79
UnPaid
ECM PUBLISHERS INC
$165.17
UnPaid
ELAINE NORIN
$40.89
UnPaid
FENNA HOMES
$1,000.00
UnPaid
FIRST STATE TIRE RECYCLING
$178.40
UnPaid
GOPHER STATE ONE -CALL INC
$26.60
UnPaid
H G WEBER OIL COMPANY
$1,875.91
UnPaid
ICMA RETIREMENT TRUST
$422.31
UnPaid
MICHAEL JOHN ROBERTSON
$221.30
UnPaid
NAGELL APPRAISAL& CONSULTING
$1,000.00
UnPaid
OSI ENVIRONMENTAL, INC
$155.00
UnPajd
PUBLIC EMPLOYEES RETIREMENT FD
$1,268.28
UnPaid
RANDY'S SANITATION
$2,035.00
UnPaid
SOFTRONICS
$1,706.25
UnPaid
USINTERNET
$19.95
UnPaid
XCELENERGY
$34.14
Total Checks $13.438.69
FILTER: None
CITY OF OTSEGO 05/16/02 2:04 PM
Page I
*Check Detail Re-qister@
MAY 2002
Check Arnt Invoice Comment
1010 ELK RIVER
. M P""J"
Unpaid AMERICAN ENGINEERING TESTING
E 429-43256-302 Engineering Fees $586.70 18397 WWTF EAST 2 SOIL TEST
Total AMERICAN ENGINEERING TESTING $586.70
n ARLENE HOLEN
E 101-45300-310 Miscellaneous $60.39 SHRUBS -BENCH 0 CEMETARY
Total ARLENE HOLEN $60.39
Unpaid CELLULAR+
E 101-43100-410 Rentals (GENERAL) $12.61 0205104454 PAGER
Total CELLULAR+ $12.61
Unpaid CHRISTIAN BUILDERS INC . . ................................
E702-41400-310 Miscellaneous $1,000.00 15122 81ST ST LNDSCP REFUND
Total CHRISTIAN BUILDERS INC $1,000.00
Unpaid DEMCON DISPOSAL INC
E 101-43620-390 Contracted Services $1,629.79 11415 CLEAN UP DAY
Total DEMCON DISPOSAL INC $1,629.79
"Ill" --"",.--"-,.---",-,-,-.I .. .
Unpaid ECM PUBLISHERS INC
E 101-43620-390 Contracted Services $118.50 CLEAN UP DAY AD
E 101-41400-350 Print/ ' Binding (GENERAL) $46.67 128537 NOTE OF PH - BARTHEL
Total ECM PUBLISHERS INC $165.17
Unpaid ELAINE NORIN
E101-45300-203 Supplies -General $40.89 PHOTO ALBUMS/PAGES
Total ELAINE NORIN $40.89
Unpaid FENNA HOMES ........... . .................
E702-41400-310 Miscellaneous $1,000.2g- 8171 PALMGREN LNDSCP REFUND
Total FENNA HOMES $1,000.00
Unpaid FIRST STATE TIRE RECYCLING
E 101-43620-390 Contracted Services $178.40 32229 CLEAN UP DAY
Total FIRST STATE TIRE RECYCLING $178.40
Unpaid GOPHER STATE ONE -CALL INC
E 101-41400-310 Miscellaneous $26.60 2040619 7 TICKETS
Total GOPHER STATE ONE -CALL INC $26.60
Unpaid H G WEBER OIL COMPANY
E101-43100-202
Gas&Oil
E 101-43100-202
Gas & oil
E 101-43100-202
Gas & Oil
E 101-43100-202
Gas & Oil
E101-43100-202 Gas& Oil
Total H G WEBER OIL COMPANY
$302.83
43157
GAS & OIL
$607.43
43170
DIESEL
$124.80
43185
GAS
$432.82
43389
DIESEL
$408.03
43390
GAS
$1,875.91
. ....................................
ICMA RETIREMENT TRUST
E 101-41400-121 PERA $192.31 PPE 5111 CK DTD 5/15
G 101-21705 Other Retirement $230.00 PPE 5/11 CK DTD 5/15
Total ICMA RETIREMENT TRUST $422.31
Unpaid MICHAEL JOHN ROBERTSON
E 101-41400-360 Education/Training/Conferences $221.30 REIMBURSE - CRAGUN'S
Total MICHAEL JOHN ROBERTSON $221.30
CITY OF OTSEGO 05/16/02 2:04 PM
Page 2
*Check Detail ReqisterC
MAY 2002
Check Amt Invoice Comment
.. . ... ....... . . . . . ............. ....... -- ---- - - - ----------- .........
NAGELL APPRAISAL & CONSULTING
E 101-43160-322 Utilities $34.14 054157132213 RIVERPOINTE
Total XCEL ENERGY $34.14
10100 BANKOIFELKRIVER $13,438.69
FILTER: None
E 415-43251-390 Contracted Services
$1,000-00
9988
QUADAY/RIVER ROAD
Total NAGELL APPRAISAL & CONSULTING
$1,000.00
OSI ENVIRONMENTAL, INC
E101-43620-390 Contracted Services
$155-00
226887
FILTERS/ANTIFREEZE
Total OSI ENVIRONMENTAL, INC
$155.00
Unpaid PUBLIC EMPLOYEES RETIREMENT FD
E 101-41400-121 PERA
$316.92
PPE 5/11 CK DTD 5/15
E 101-43100-121 PERA
$342.87
PPE 5/11 CK DTD 5/15
G 101-21704 PERA
$608.49
PPE 5/11 CK DTD 5115
Total PUBLIC EMPLOYEES RETIREMENT FD
$1,268.28
Unpaid
RANDY'S SANITATION
E 101 -43620-390 Contracted Services
$2,035.00
422905
CLEAN UP DAY
Total RANDY'S SANITATION
$2,035.00
Unpaid
SOFTRONICS
. . ........... ...................
E 101-41400-390 Contracted Services
$375.00
1968
LABOR
E 101-41400-570 Office Equip and Furnishings
$1,331.25
1968
Total SOFTRONICS
$1,706.25
US INTERNET
. . ......... .................
E 101-41400-390 Contracted Services
$19.95
416821
5-1 TO 5-31
Total US INTERNET
$19.95
Unpaid
XCELENERGY
E 101-43160-322 Utilities $34.14 054157132213 RIVERPOINTE
Total XCEL ENERGY $34.14
10100 BANKOIFELKRIVER $13,438.69
FILTER: None
ITEM 5.2.
4GIRTH-L-IST ASSOCIATID to"SULTANTS" Me,
5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416
Telephone: 952.595-9636 Facsimile: 952.595-9837 planners(iDnacplanning.com
MEMORANDUM
TO: Otsego Mayor and City Council
FROM: Daniel Licht
DATE: 21 May 2002
RE; Otsego - Barthel Feedlot CUP; Planning Commission Action
NAC FILE: 176.08 - 02.14
Please be advised that the Planning Commission held a public hearing on May 20, 2002
to consider the above application, which, was initiated by the City of Otsego on behalf of
Barthel Brothers Dairy. Mr. Joe Barthel was at the Planning Commission meeting but had
no comments.
During the public hearing, Ms. Judy Vetsch spoke about her concern for the application
being processed retroactively and about the ability to except their property from the 1,000
foot setback. The CUP is being processed retroactively to legitimize the building. If the
CUP is approved, there would be no basis for hardship for future development requests
within the 1,000 foot setback.
Mr. Randy Karstensen, who owns one of the two dwelling to the southwest of the feedlot
that i are within 1,000 feet of the building, spoke that he did not believe the proposed
screening wall was necessary. We had recommended this structure to specifically
address complaints about noise and light from the building. We had also discusses
providing such a structure with Mr. Barthel in such a way as to not impact the building.
The Planning Commission discussion focused on the proposed screening measures. The
Planning Commission was comfortable allowing some resolution of the matter between the
two impacted property owners and Mr. Barthel as to the extent of the required screening.
As such, the Planning Commission voted 6-0 to recommend approval of the CUP subject
to the following conditions:
The operator fully comply with the terms and conditions of the MPCA Certificate of
Compliance dated 26 July 2000, applicable MPCA regulations, and provisions of
the Otsego Zoning Ordinance.
2. The operator is to provide a current population for the animal feedlot.
3. The operator is to install two staggered rows of coniferous trees and/or screening
fence along the common property line of the two lots within 1,000 feet of the subject
building to the southwest, subject to approval of City Staff.
Findings of fact consistent with this recommendation are attached. The application will be
considered at the City Council meeting on 28 May 2002 at 6:30PM.
pc. Mike Robertson
Judy Hudson
Andy MacArthur
Ron Wagner
Joe Barthel
CITY OF 05-20-02
0 T S E G 0
FINDINGS & DECISION
WRIGHT COUNTY, MINNESOTA CUP
APPLICANT: City of Otsego on behalf of Barthel Brothers Dairy.
APPLICATION: Request for a conditional use permit to allow construction of a new animal building for a
registered feedlot within 1,000 feet of an existing residential use.
CITY COUNCIL MEETING: 28 May 2002
FINDINGS: Based upon review of the application, the recommendation of the Planning Commission, and
evidence received, the City Council of the City of Otsego now makes the following findings of fact:
A. The legal descdption of the property is attached as Exhibit A.
B. The property is guided for agriculture land uses by the Otsego Comprehensive Plan, as amended.
C. The property is zoned A-1, Agdculture Rural Service Area Distdct.
D. Feedlot operations are regulated by Chapter 27 of the Otsego Zoning Ordinance.
E. The facility was registered by the operator pursuant to Section 20-27-2.13 of the Zoning Ordinance.
F. Section 20-27-5 of the Zoning Ordinance outlines conditions allowing registered feedlots to
construct new buildings to house farm animals. These conditions are:
Any new building to house farm animals is within three hundred (300) feet of an existing
building that houses farm animals, except by conditional use permit.
2. Any new building or expansion of an existing building intended to house farm animals may
not encroach within 1,000 feet of an existing residential use, except by conditional use
permit.
G. In 2000, the operator constructed a new 37,500 square foot building intended to house farm
animals. Said building is within 1,000 feet of existing residential uses, thus requiring consideration
of a conditional use permit.
H. The operator did not file an application for such a CUP, nor did the City process or approve such
an application related to construction of the animal building.
The City Council has initiated retroactive consideration of a CUP related to the construction of this
new animal building for a registered feedlot used to house farm animals that is within 1,000 feet of
an existing residential use.
The City noticed the operator of its action in a letter dated 4 April 2002, prepared by the City
Planner, Northwest Associated Consultants, Inc., which is incorporated herein.
-1-
K. The operator met with City Staff on 2 May 2002 to discuss operation of the feedlot, construction of
the building, and possible measures to mitigate potential negative impacts to surrounding
properties.
L. The Planning Commission and City Council must take into consideration the possible effects of the
CUP with their judgement based upon (but not limited to) the criteria outlined in Section 20-4-2.17
of the Zoning Ordinance:
The proposed action's consistencywith the specific policies and provisions of the official City
Comprehensive Plan.
Finding: At the time the building was constructed, the site was guided for agricultural land
uses within the Agriculture Preserve Area. Protecting and preserving agriculture uses and
the economic vitality of farming is a primary community goal for this area (1998
Comprehensive Plan - Policy Plan, p. 24). The 1998 Comprehensive Plan outlined a
specific strategy to promote a continuation of farm activities as a viable land use with the
rural areas of the City This strategy included a schedule for existing operators to increase
their animal units and the ability to build new buildings in order to modernize or repair
existing buildings, and separation requirements for residential uses and feedlots. The
Zoning Ordinance was amended on February 22, 1999 to implement this policy. The
construction of the subject building is consistent with the intent of the Comprehensive Plan.
2. The proposed use's compatibility with present and future land uses of the area.
Finding: The lands surTounding the subject site were guided for agriculture land uses
designated by the Comprehensive Plan within the rural service area. There are fivr
residential uses along 801 Street within 1,000 feet of the subject building. There is also onL
feedlot to the southwest and one to the east of the subject property.
The existence of residential uses within proximity to modem fanns does present certain
compatibility issues. However, residential uses within agricultural areas must have realistic
expectations associated with modem farm practices including, noise, odors, hours of
operations, road traffic, etc. Provided that the proposed use meets all City or MPCA
requirements, the parameters of its operation will not exceed those which may have been
reasonably expected based on the City's Comprehensive plan.
3. The proposed use's conformity with all performance standards contained in the Zoning
Ordinance (i.e., parking, loading, noise, etc.).
Finding: The proposed use will be required to conform with all applicable City or MPCA
requirements.
4. The proposed use's effect upon the area in which it is proposed.
Finding: The proposed use is within the framework established by the Comprehensive Plan
for agricultural uses. This policy framework and the resulting performance standards
incorporated into the Zoning Ordinance allow for the construction of new buildings for
existing feedlots in such a manner as to mitigate any negative impacts. As such, no
negative impacts are anticipated.
5. The proposed use's impact upon property values of the area in which it is proposed.
-2-
Finding: No study of area property values has been completed. The proposed use is not
anticipated to negatively impact area property values in that such a project is reasonable to
expect under the Comprehensive Plan and Zoning Ordinance and the use complies with all
applicable performance requirements.
6. Traffic generation by the proposed use in relation to the capabilities of streets serving the
property.
Finding: The proposed use is not anticipated to generate any additional traffic.
7. The proposed use's impact upon existing public services and facilities including parks,
schools, streets, and utilities and its potential to overburden the City's service capacity.
Finding: The proposed use is not anticipated to have a negative impact to the City's service
capacity.
M. The planning report dated 15 May 2002 prepared by the City Planner is incorporated herein.
N. The Otsego Planning Commission conducted a public hearing at their regular meeting on 20 May
2002 to consider the application, preceded by published and mailed notice. Upon review of the
application and evidence received, the Otsego Planning Commission closed the public hearing and
recommended by a 6-0 vote that the City Council approve the request based on the aforementioned
findings.
DECISION: Based on the foregoing information and applicable ordinances, the requested conditional use
permit is hereby approved based on the most current plan and information received to date, subject to the
following conditions:
The operator fully comply with the terms and conditions of the MPCA Certificate of Compliance
dated 26 July 2000, applicable MPCA regulations, and provisions of the Otsego Zoning Ordinance.
2. The operator is to provide a current population for the animal feedlot.
3. The operator is to install two staggered rows of coniferous trees and/or screening fence along the
common property line of the two lots within 1,000 feet of the subject building to the southwest,
subject to approval of City Staff.
PASSED by the Otsego City Council this 20th day of May, 2002.
CITY OF OTSEGO
la
Larry Fournier, Mayor
-3-
Attest:
Judy Hudson, Zoning Administrator/City Clerk
Review No. 1
ENGINEERING REVIEW
Hakanson Residential Subdivision
Anderson for the City of Otsego
Assoc., Inc. by
Hakanson Anderson Associates, Inc.
Submitted to: Mike Robertson, Administrator
cc: Judy Hudson, City Clerk,
Dan Licht, City Planner
Andy MacArthur, City Attorney
Orrin Thompson Homes, Developer
Sathre-Bergquist, Inc., Engineer & Land Surveyors
Reviewed by:
Ronald J. Wagner, PE
Shane M. Nelson, EIT
Date:
May 22, 2002
Proposed
Development:
RiverPointe 2nd Addition
Street Location
of Property:
Part of the NW 1/4of Section 1, Twp 120, Range 23,
Wright County.
Applicant:
Orrin Thompson Homes
8421 Wayzata Blvd.
Golden Valley, MN 55426
Phone (763) 544-7333
Owner of Record:
Thomas Koerwitz
17069 —53 rd Street N.E.
Rogers, MN 55374
Purpose: A single family detached home residential development
Jurisdictional Agencies
(but not limited to): City of Otsego, Wright County
Wright County Highway Department
MN/PCA
MN Health Department
Permits Required
(but not limited to): NPDES
Sewer Extension — MN/PCA
MN Department of Natural Resources
City of Otsego (wetland)
Considerations:
Page 1
MaMShared Docs\Municipa[\AOTSEGO2000\2248\ot2248R\(Wl.doc
INFORMATION AVAILABLE
Plan set dated April 26, 2002 by Sathre-Bergquist, Inc.
Sheet 1 of 9 — Title Sheet
Sheet 2 of 9 — Street Plan
Sheet 3 of 9 — Street Plan
Sheet 4 of 9 — Sanitary Sewer and Watermain Plan
Sheet 5 of 9 — Sanitary Sewer and Watermain Plan
Sheet 6 of 9 — Storm Sewer Plan
Sheet 7 of 9 — Grading, Drainage, and Erosion Control Plan
Sheet 8 of 9 — Grading, Drainage, and Erosion Control Plan
Sheet 9 of 9 — Detail Plan
Specifications for Riverpointe by Sathre-Bergquist, Inc., dated May 3, 2002
Geotechnical Evaluation by Braun Intertec, dated 1/20/00
Alta/ACSM Land Title Survey, Sheets 1 & 2 of 2
City of Otsego Engineering Manual, 2/27/01 revision
City of Otsego Zoning and Subdivision Ordinances as revised
National Wetlands Inventory Map 1991
City of Otsego Comprehensive Plan dated September 1998
100 -Year Stormwater Quality And Quantity Management Plan by Sathre-Bergquist, Inc.,
dated 10/6/00
Page 2
%�HaOl\Shared Docs\Municipa]\AOTSEGO2000\2248\ot2248RVW1.doc
REVIEW AND COMMENTS
TITLE SHEET
1. Cul-de-sac to the north of 56 th Street NE shall be named 56th Circle NE rather than
Quin court NE. (All sheets)
STREET PLAN
1 . Minimum radius for cul-de-sac is 50'. Please revise.
2. All streets shall be designed for a 30 mph design speed. Revise vertical curves
accordingly.
3. Catchbasins on the east end of 55 th Street NE are not shown. Please revise.
4. A 100'tangent is required between reverse curves.
SANITARY SEWER AND WATERMAIN PLAN
1 . Additional drainage & utility easement will be required for sanitary sewer located on
lot line from SMH-3 to SMH-1.
2. Sanitary sewer casting shall be Neenah R-1 733 with concealed pick holes or
equivalent.
3. Sanitary sewer service text and lot number for Lot 3, Block 5 is cut-off on sheet 4.
Please revise.
4. It appears that the sanitary sewer stub invert elevation is incorrect for 55 th Street NE.
Please verify.
5. Length of 6" DIP required to place hydrant 5' behind the curb shall be called out for
each hydrant.
STORM SEWER PLAN
1. All rip rap shall be class 111.
2. It appears that additional catchbasins will have to be constructed at the north end of
Radford Ave NE this phase to facilitate drainage. Inlet protection will be required.
(See grading comment No. 3)
3. Additional rip rap may be needed at the apron northwest of STMH-1.
4. Minimum size for storm sewer is 15". Please revise.
5. NWL called out in pond outlet structure detail is incorrect. Please revise.
Page 3
\\HaOl\Shared Docs\Municipal\AOTSEGO2000\2248\ot2248RVW1.doc
6. Skimmer structure grate shall be Haala 48-57. Please revise detail.
7. There are existing structures on Radford Ave NE which will require casting
adjustment. Call out proposed top of casting elevations for all structures.
GRADING, DRAINAGE, AND EROSION CONTROL PLAN
1 . Garage floor elevation shall be a minimum of 18" above adjacent curb.
2. Several lots have cross drainage from lot to lot. Revise grading or provide all cross
drainage within a drainage & utility easement.
3. Additional drainage and erosion control measures are required on 56 th Street NE and
Radford Ave NE. Run-off will not be allowed to run directly onto the proposed
streets. Please revise.
4. Easements shall be provided along each side of the centerline of all drainage
channels or swales — 20 feet minimum.
5. Provide an easement around the mitigated wetland area.
6. Rip rap shall be shown on grading plan.
7. It appears that the basement floor elevation for Lot 5, Block 5 was mistyped.
8. Additional erosion control measures will be required foe temporary drainage swale
from Rachelle court NE.
9. Basin side slopes above the NWL to the HWL shall be at 4:1 MAX.
10. There are many lots which have 3:1 slopes from back lot line to front setback line.
Maintenance of these slopes will be difficult and these lots will have no usable
backyards. We suggest retaining walls (stepped terraces) or revised grading.
DETAILS
1 . Add Standard Plate No. 207 for curb stops installed in driveways.
2. Steel posts are now the only option for service markers. Please revise details.
OTHER CONSIDERATIONS
1 . A copy of the final plat should be sent for review.
2. Submit storm sewer design data.
3. Submit inlet spread calculations.
Page 4
\\HaQl\Shared Docs\Municipal\AOTSEGO2000\2248\ot2248RVW1.doc
ITEM 6. 1.
5775 Wayzata Boulevard, Suite 555, St. Louis Park, MN 55416
Telephone: 952.595.9636 Facsimile: 952-595.9837 planners@nacplanning.com
PLANNING REPORT
TO: Otsego Mayor and City Council
FROM: Daniel Licht
DATE: 22 May 2002
RE: Otsego - Riverpointe; 2 nd Addition Final Plat
FILE NO.: 176.02 - 02.20
BACKGROUND
Orrin Thompson Homes, Inc.. has submitted an application for final plat approval of
Riverpointe 2 nd Addition, consisting of 31 single family lots. The subject parcel is guided
for low density residential use and zoned R-4, Residential Urban Single Family District.
The preliminary platfor Riverpointewais approved by the City Council on August 14,2001.
Exhibits:
A: Site Location
B: Preliminary Plat
C: Final Plat
ANALYSIS
Preliminary Plat Consistency. The proposed final plat is generally consistent with the
approved preliminary plat for Riverpointe Pointe, having the same number of lots over the
same area. The layout of Block 2 has changed since the preliminary plat approval based
on comments from the City Engineer regarding access to the waste water treatment plant.
The proposed final plat is consistent with these comments and also provides for
elimination of a cul-de-sac. All of the lots conform to the minimum R-4 District lot area
(12,000 square feet) and width (75 feet at the front setback) requirements.
Sewer Capacity. The proposed final plat is to be served by municipal sanitary sewer. This
preliminary plat was exempted from the current subdivision moratorium based upon
available capacity to service existing preliminary plats.
Construction Plans. The applicant has submitted construction plans for review and
approval of the City Engineer. A temporary cul-de-sac will be required at the terminus of
55' Street. No temporary cul-de-sac is necessary on 56' Street because the street
extends only one lot past Quin Court NE. Please note that Section 21-7-7.Q of the
Subdivision Ordinance states that cul-de-sacs less than 300 feet deep are to assume the
name of the Street that it abuts. As such Quin Court should be renamed 56 th Street,
subject to further comment from the City Engineer.
Park/Trail Dedication. In satisfaction of park and trail dedication requirements, the
applicant must pay a $1,075 per lot cash fee in lieu of land or $33,325.00.
Development Contract. With approval of the final plat, the applicant must enter into a
development contract with the City and pay all required securities and fees. The
development contract is subject to review and approval of the City Attorney.
CONCLUSION
The proposed final plat of Riverpointe 2 nd Addition is consistent with the approved
preliminary plat and applicable performance standards of the Zoning and Subdivision
Ordinances. As such, our office recommends approval of the application subject to the
following conditions:
1 A temporary cul-de-sac is provided at the terminus of 55h Street. All construction
plans, grading and drainage plans, easements, and utilities are subject to review
and approval of the City Engineer.
2. The applicant pay appropriate cash fees in lieu of land in satisfaction of park and
trail dedication requirements equivalent to $1,075 per lot equal to $33,325.00.
3. The applicant shall enter into a development contract with the City and post all
required securities and pay all applicable fees, subject to review and approval of
the City Attomey.
4. Comments of other City Staff.
pc. Mike Robertson Judy Hudson Ray Baird
Andy MacArthur Ron Wagner
Page 2 of 2
88
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�/ SATHRE-SERGQUIST, INC. _ EXHIBIT C-1
RIVERPOINTE 2ND ADDITION
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* DENOTES 1/2 INCH
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AND MARKED BY
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FEET W WIDTH AND ADJONMG FIGHT OF WAY
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DETAIL A I
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EXHIBIT C-2 I
RIVERPOINTE 2ND ADDITION
(INSET B)
154,N
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55A 12&28
122.55 100.03
DRAINAGE AND UTILITX EASEMENT
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Hakanson
Anderson
Assoc., Inc.
MEMORANDUM
ITEM 6.2.
I R
no?, m As F3T
3601 Thurston Avenue, Suite 101, A a
Phone: 763/427-5860 Fax: 763/427-0520
To: Mike Robertson, Administrator
From: Ronald J. Wagner, P,E.
William L. Morris, P.E.
CC,. Judy Hudson, Clerk
Andy MacArthur, City Attorney
Dan Licht, NAC
Date: April 9, 2002
Re: Revised Recommendation for Developer's Agreement for To -Day, Inc. 85'h Street
Extension with Sanitary Sewer, Water Mains and Storm Dminage
Based on the discussions at the April 4, 2002 staff meeting, we have revised our
recommendations to respond to the staff comments.
In the Feasibility Report, dated September 20, 200 1,the estimated cost of improvements,
including sanitary sewer, water main, storm sewer, and street construction, w= evaluated. The
City Council held a hearing on this matter.
Since that hearing, the developer has revised his site development plans to reflect the review
comments from the City Engineer. However, the complete extension of 856 Street to Quaday
Avenue (Future) as discussed in the Feasibility Report was not included in the developers plans.
There is a delineated wetland blocking the straight-line extension of 85h Street to Quaday Ave.
To resolve this pmblem, the aligmment of both 85'h Street and Quaday Ave. would have to jog
around the existing wetland, This realignment of 85th Street could be the north onto property
not owned by the To -Day Development or to the south an property that they do control. Either
alignment would cost about the same in terms of construction. However the alignment to the
south could be more easily accomplished in regards to right -o -way acquisition. The detailed
view of both of these alignment options are shown an the attached "Assessment Map for To -
Day Development" and "Alternate Aligrunent To -Day Development".
The attached.'Txhibit X' shows the overall view of these revisions for the District 4
Commercial/Industrial Area. The northern realignment was included in this overall view but
without the intent of showing preference.
Civil & mmnicipal
EngineeFin,r 25
(!.\MuWci;al\AOTSEGO2000\2213\ct2213MC4.doe L4"d S14rue
.V ingfo r
RPR. 9.2002 12:22PM NO.402 P.3/11
DRAFT
Revised estimates of the construction cost to reflect this new alignment and also to include other
revisions in the utility improvements required for the To -Day Development, have been prepared.
We have broken the total project cost into two portions, initial construction and future
construction. These detailed estimates are shown in Table I and Table IL
The To -Day Development will be assessed 50% of the initial 856 Street construction up to the th
cul-de-sac concurrent with his proposed development. The additional future construction of 85
Street to Quaday Ave. wM also be assessed to the To -day Development an the date in the future
when this extension is needed to serve other developing properties in this commercial /industrial
district.
Due to the options for alignment on the current developer's Property or off the developer's
operty, the City wished to evaluate the assesm:nent fees including construction cost only and
Pr I n
then include right-Of-WaY and easement acquisition cost, if anY, in some cases, the inc, usio of
cost for condemning right-of-way necessary for the construction when the desired location of the
roadway is centered on a common property line, places an unfair burden on the property owner
that decides to develop first. This particular case is even more complicated since the fature
extension of 85'h Street in either north or south option, will require more right-of-way from one
property owner flm from the other. There would have to be some special conditions in the
development agreements from both property oWnen to compewate for this inequality,
Table M calculates the assessm=t fees using only the construction cost. Including the 30%
overhead for contingencies, engineering and legal, the initial phase assessment is S132.72 per
f pb e ass sm t comes to S 193.72
front foot for the total front footage of 2,240 feet. The uture as es en
per front fbot for the remaining total front footage of 860 feet.
Including the right-of-way or easement acquisition cost, Table IV shows that the initial phase
assessment would increase to $177.83 per front foot and the future phase assessment would
increase to S317.67 per front foot.
DEVELOPEWS AGREEMENT
It is recommended ftt the developer,s agreement for the "To -Day DevelopmcnC'be
amended to included the following items:
?? The developer will be assessed all of the roadway, storm drainage, water and sanitary sewer
impmvements for the full 1,640 length of SP StrW Extension to include the temporary
plugged end of the lines within the future Quaday Avenue right-of-way. The City shall
perform the construction in two phases. The assessments to the Developer will be required
concurrent with the construction of the two phases.
a. The initial phasewill included a 50'back-of-curb radius cul-de-sac, with
concrete curbs and gutters, constructed with the center of the cul-de-sac
located at station 10+98.9 1, The subgmde preparation shall be completed by
the developer with his site grading to a point beyond the cul-de-sac to provide
0:\MuW4ol\AOTSErjO2OOO\2213\od2l3nw4.dor
Hakanson
Anderson
1�0111 Assoc., Inc.
eUWj:� 12: 22PM NO. 402 P. 4/11
DRAFT
proper cover for the ends of the wank water and sewer lines plugged at station
11+70.
b. The future phase will included the removal of the 50' radius cul-de-sac and
the completion of the roadway and utilities to Quaday Avenue, using either
the north or south aligment.
That the two on-site storm water detention basins that will be built by the developer on his
property will be constructed in such a manner that will facilitate the future expansion of the
detention basins to serve the over-all stormwater district's needs. Tle initial size of the
detention basins and their outlet control facilities shall be sized to meet only the 15 -acre
projects storm water runoff.
?? The Developer shall dedicate sufficient land on the north and east sides of his property, full
lengai, for road right-of-way and drainage and utility easements to allow for the future
construction of 85h Street, Quaday Avenue and regional stormwater detention basins. The
specific description of these dedications will depend on the chosen north or south alignrnent.
The drainage and utility easement for the developer's detention basin shall extend to the 85"'
Street rightof-way.
0'.\Munici*\okOTSE002000\2213\ot2213mr4.4oc
Hakanson
Anderson
I Assoc.,Inc.
APR. 9.2002 12:22PM
109-Ir-MlEd
YHHOVSharad DocalmunicipaVActsegor443/0043EngEtilmaleAnEng's EsL- Iftl0al
P. 5/1.12102
Engineer's Estimate
85 th Street Extenslon - Initial Construction Under City
Contract
Otsego Industrial Park
Assessments
Table I
Schadule"A'- Street
Item
No.
I DescriplJon
Unit
Unit Ccst
Fstimated
Quandty
Esdrratei�
Cost
1 MobilIzatlon
LS
$5,000.00
1
$5,000
-1
2
1 Class 5 Acgreciate Base
I TIN
S8.00 I
195a
$15,624
3
17ype 31 Non -Wearing Course MIxturs
TN
$2750
629
S17,298
4
IType 41 Waaring Course MIxture
TN
S30.00 1
472
S14,180
5
1 Bituminous Material for Tack Coat
l GAL
S1.00
286 1
$286
I Curb and Gutter Design B618
I LF
$7.00
2386 1
$18,702
_B
7
1 Traffic SIgns
SF
$20.00
15
S300
AdJust frame and Ring CastInal
EA
$150.00
9
$1,350
-8
9
Adjust Water Valye Box
I EA
$100.00
4
$400
Schedule
"A" Totals
$71.120
Schedule 'S' - Storm Sewer
Item
No,
I
I Descripdon
Unit
Unit Cast
Estimated
Quantity-
Estimated
Cost
1
15" RC Pipe
LF
121.00
120
12,520
18' RC Pips
LF
M90
114
$2,611
-2
3
IS" HOPE Pipe
LF
S18.00
25
S450
4
18' HOPE Pipe
LF
$20.00
- 397
S71940
5
21" HOPE Pipe
LF
$22.00
205
S41510
6
.240 HOP Pipe
LF
223
S5,798
7
27' HOPE Pipe
LF
S30.00
279
$8,370
B
41 Dla, Qa_tcP6asIn/ Manhole
MISI"26M
S1 4 0
S4.350
9
41 Cie. Sorrn Manhole
EA
$1 4 '00.0
6
S8,400
10
2* x 31 Catch6asln
EA
$1,200.00
a
S3,500
11
18* RCEFES
EA
$380.00
2
$750
12
21" HOPE F!S
EA
S300.00
1
$300
13
274 HOPE FES
EA
$380.00
1
$380
14
Class 11 Field Stoma Rack Rip -Rap
CY
$65.00
13
$845
Schedul '13" Totals I
S50.834
Schedule "C' - Sanitary Sewer
Item
Description
Unit
Unit Cmwt
Estimated
Quantity
Estmated
Cost
-No.
1
81 PVC S OR 35 14-18' Deep
LF
$17.00
390
$8,630
2
5' PVC SDR 35 16-18' Deep
LF
$19.00
490
S9.310
3
80 PVC SOIR 25 16-201 Deep
LF
$23.00
'110
$2,530
4
8" PVC SOR 26 20-27 Deep
LF
S26.00
120
$3.120
5
Staridard Sanitary Saiwer Manhole 0-81 Deep
EA
$1,400-00
3
$4,200
6
Manhole Overdeath
VF
S85.00 1
33
S2,805
7
Connect to ExIstinc SanRary Sewer Drop
F -A
S1 500-00
1
S1.500
a
B'X S* PVC Wye
EA:
S75.00
a
$600
9
6" PVC Service Pips
LF
10.00
440
S4,400
10
80 Plug
EA
3140.00
W
'1
$140
11
Televise Sanitary Sewer
LF
S0.50
1`110
S858
12
OewataTnR
LF
S20.00
1110
$22,200
Schedule "C" Totals
Schedule 'D4 - Watermalin
Item
Descrlptlon
Unit
U nIt Cast
F-stimated
Quantity
Estimatad
Cost
-No.
1
64 DIP Wa:armain Class 52
LF
$15.00
1 36C
$5,400
2
12" DIP Watermain Class S2
LF
$22.00
1 1120
$24,W
3
Insulalon
SF
$1.00
96
S96
5
Watermaln Flttngs
LIRS
31.60
3680
$5,728
8
WatT2p ExIsting 161 DIP, F & 112' Butterfly Valve
EA
S2,700.00
1
S2,700
Hydrant ;7/ Gate Valve
EA
$1 900M
4
$7,600
8
12"BuMerfly Valve
EA
$900.00
1
S900
9
61 Gate Valve
EA
$470.00
7
S3,290
Schedule "13" Totals
$50,364
Total -All Schedules
$230,408
YHHOVSharad DocalmunicipaVActsegor443/0043EngEtilmaleAnEng's EsL- Iftl0al
P. 5/1.12102
RPR. 9.2002
.LC--
Englneees
Estimate
as th Street Extension - Futury Constr.yction With Quaday Ave.
Chseap
Industrial Park
Assessments
Table 11
Sche Ule 'A'- Str9at
Esdmated
EstImated
Item
No.
Descriptlen
UnIt
Unit Cost
QU2nft
Cost
1
Mat:lllz - ation
LS 1
$4.000.00
1
55,000
2
!G_mcV9 Concrete C & G
=
$3.00
328
S984
3
Remove 13iturritnous PavIrnent
SY
300
52,910
4
Granular Fill
CY
S5.00
8700 1
$43,500
5
Class 5 AggMate Base
_Twj_
S8.00
960
$7.840
_
6
TV13e 31 Non-WearIng C4urse Mixture
TN 1
$27-50
314
7 'Ty—pe
41 wearing Course Mwure
TN I
S30,00
235
$7,050
a
BiturnIncus MateMal for Tack Coat
GAL
$1.0C
143
S143
9
Curb and Gutter Design 551 d
LF
$7.00
11M
$8,274
10
Tr2ffic Slans
SF
$20.00
15
S300 —
11
Adlust frame and RIng Casting
_&�_
- $150.001
a
390Y
12
Adjust Water Valve Box
EA
$100.00
3
$300
Schedule "Al" Totals
83,536
Schedule "El' - Sanit2!y Sewer
EsQmated
r�stlmatea_
tem
I No.
Desclipdon
Ljnjt
_
LnIt Cost
" % t
Quantity
cost
I
a, PVC SOR 35 10-121 Deep
LF 1
$14. 50
1 a5
$2,6133
2
8* p1VC $OR 35 12-14' Deep
LF
-rF—
115,50
220
$3,410
3
_V PVC SDR 35 14-16 Deep
—
$17.00
110
$1,870
4
Standard Sarltary Sower Manhole Deep ET
1140�( 0
$1,400.00
3
$4 1200
5
Manhde Overdepth
VF
$85-00
14
51,190
8
Con nect to sting Sanitary Sewer
FA
$1,500-00
1
S1,500
7
8"X 6' PVC WYk
F -A
$75.00
1
S75
a
.61 PVC service pipe
LF
_�10.00
40
—wo
9
18" pluo .
EA
S140-00
2
$280
1 a
Televise Sanita!Y Sewer
LF
$also
515
S309
11
Dewate-dng
$20.00
515
S10,300
—
Schedule "B" Totals
__HL217
Schedule PC* - Watermaln
Item
,
Estimated
Edmated
NO.
Descillptlan
UnIt
UnIt Cost
Qugntty
L Cost
I
Ir DIP Watermaln Class 52
LF
$15-00
57
1 SB55
2
12' DIP Watermaln Class 52
LF
$22.00
470
$10,340
3
Insulation
SF
$1.00
32
S32
5
- Watermain FIttings
LBS
$1.80
1000
31,600
6
1 r Buttemy valve
EA
1
$900
7
Hvdrant w/ Gate Valve
EA
$1,900.001
i
S1900
a
61 Gate Volvo
EA
I S470.00
$-470 —
schedule C"'Totals
1
416.097 1
Toto -All Schedules
I
L S1 28,150
IrH90115�zmd Docainmic"VAaMwU3ic"SwExftat"sgng's FaL -FuNre
P. S/ 11102
85th Street Extension
Table III
City of Otsego
Financial Summary
1. Assessments:
INITIAL PHASE(To Station I I+
Sanitary Sewer
Watermain
Storm Sewer (lateral)
Street
Estimated Cost of Construction
Total Estimated Project Cost
30% Overhead for contingencies , engineering and legal
Total Estimated Project Cost including 30% overhead
assment front footage
;essment per front foot.
FUTURE PHASE (11+70 To Qua
Sanitary Sewer
Watermain
Street
Estimated Cost of Construction
Total Estimated Project Cost
30% Overhead for contingencies, engineering and legal
Total Estimated Project Cost including 30% overhead
sessment front footage
sessment per front foot.
2240
860
NO.402 P.7/11
$58,101.00
$50,354.00
$50,834.00
$71.120.00
$230,409.00
$230,409.00
$89,123.00
$299,532.00
$133.72 /F.F.
$26,217-00
$16,097.00
$85.336.00
$128,150.00
$128,150.00
$38,445.00
$166,595.00
$193.72 1F.F.
Table 14,uumnaryA%*r4b(9 111 414/02
RPR. 9.2002 12:23PM
85th Street Extension
Table IV
City of Otsego
Financial Summary
Assessments:
sanitary Sewer
Watermain
storm Sewer (lateral)
Street
Estimated Cost of Construction
treet. R/W Acquisition 1 .1 acres Q $60,000
cquisition Fees
stimated Cost of Final Land Acquisition
otal Estimated Project Cost
0% Overhead for contingencies . engineering and legal
. otal Estimated Pmject Cost including 30% overhead
ent front footage
tent per front foot.
Ave
Sanitary Sewer
Watermain
Street
Estimated Cost of Construction
NO.402 P.e/11
$58,101-00
$50,354.00
$50,834-00
$71,120.00
$230,409-00
$68,000.00
$10,000.00
$76,000-00
$306,409.00
$91,923.00
$398,332.00
A 2240 $177.83 IF.F.
treet RM, Drainage & Utility Easement Acquisition 1.2 acres
$80,000
Acquisition Fees
stilmated Cost of Final Land Acquisition
Total Estimated Project Cost
30% Overhead for contingencies, engineering and legal
Total Estimated Project Cost including 30% overhead
front footage
860
$25,217.00
$16,097-00
$85,836.00
$128,150.00
$72,000,00
$10,000,00
$82,000.00
$210,150-00
$63,045.00
$273,195.00
7.67 /F.F.
Table IlliwwwryAsTable IV 4/9/02
WM 9T. E)ff.
70 BE CONSTRUCTED
FORTO-DAY
STAO*W
BEGINUMAVE.
rPFK)POSM
WAIER MAIN
LOT 1
pfflm
STORM
WTH AVE. Off.
FUTUREEKTENSION
70OUADOWAVE.
Pei I
r tqm
rosm _/ I
SEWER PROPOSED
STOR A DRAP&M LOT 4 dr
LOT 2 LOT 3 1
PADW I rr. 10+0.91 T BAWNW
NA13E OFFSE 12 D.W FT. FIL me j
WETLAND
ASSESMENT MAP FOR
TO -DAY DEVELOPMENT
crry or 200 0 200 400
o"E" I I mmoma
SCALE IN FEET
Ha nson
AnNmon
Assoc.,Inc.
Civil tngkmry ma Lmd Surveyors
3wi Tknallon P.L. Awka. %W
763-4 a -j -_WW TAX 163-427-05,20
f%T-2-1 'I -ZX Wi ILA nwr
HFK. �J.LUOE 12:23PM
c
I7-
91
W LU
Ar
NO.402 P.10/11
;4
z
Lij
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NO.402 P.11/11
FEASIBILITY PLAN
My of
OTSF
,Go STREET & UTILITY IMPROVEMENTS
�rvnxlo� EXHIBIT A
liffi HAakanvon
,11, n
s,1"71n,.
LDD2\0T2213\WL.M TO—GAY.DWC
Today Properties, Inc.
Otsego Commercial Park
1) More flexibility of ftiture road.
2) Less invasive to the Kolles Property
3) Land may be accessed in the future once the Kolles property is
developed.
4) Most cost effective way of dealing with an unknown layout of future
development. (Where will area wide ponds be located, where should the
road go & are there more wetlands in the way of future development?)
6-�
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ll Anamrs 11
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"UULJ I "it) JU 1111111611 a 11 MAE
6 , L Land or,, Inc
MdY 28. 1602
Mr. Mike.Robertion
City Adz�nktmtcr -
City of otkso
8899-N.E NaslWu Awauc
-Ek Rivi:r� MmeSom 5.5330
Dqv4loilment Agreement fo'
r Otsego W;terfronj
Dr. a'r Mike,
Pleme Slllowlal!� I letter to IiMc' 2 Z.*
rY, our cOnflinmLiCIM of the final form,(if DCvC10p
Qt'QLsL%u rur Lhc ouir * 6-n Agreciaxilt with tlic*
flit P4 bloWatentOnt Strcct and Wity proqcrd illoug W1
Ul Ux U�Vclupmz
L SUL6rc of our,
W-� hayc revicw",il LLr f,�ai rurm of
agreement and PTVIr ' ed'10.Mecute the ILgrecn=t and post tho
IQLLLK uf uredit w.bcn all ft dc.icriheii �Ians and. 'rL
COMPany. will prnvfdr . Tile. exhibAs., 2M c0zwketed and.-itt3c6d.-
nece;52ry letter 6r.credit as secujity in the e . timatcd min'ount'Of 1 -8 -Million
. -dnllnr.q)- now Csti=ted at S1.34.5'rnillion du� t� compet'itive bidding, tq
COStSI. :'It is a' th
Ur ie
qutzt thatAe cOvcr c strcct and utiliky PrUj=L
the 9trict proj' C'ry Cntm�" BVr"vc the Enal f6in, of Dcvwfuj),r,, Aiaccmixaz and iwdrd
credi 6& &t b'(b tonight with thr-"'012dition t1lal, UA: Dr'clupm' &T'Cement, is C=uted . ind, Irm.er cif
t Post T%IrAz for youl- as6.ist�=.b un. this ma=. v
Vzy truly -yours,
Robert Fi.1
ds
Presiden� LandCor,
-Chi'
r -T M=gcr, Otscg6 Ldijd CUMUny. LLC
P
cc- Mscuu Linii Company, LLC McTithen;
9404 Hendock Izne X. Mapl 69 Phone: 7&3-3 15-(18 1 x
e arove. MN 55 3
a (Pj*i:-,4 15,0811
Hakanson
Anderson
Assoc., Inc.
May 28, 2002
Honorable Mayor and City Council
City of Otsego
8899 Nashua Avenue NE
Otsego, MN 55330
ITEM 7.2
3601 Thurston Avenue, Suite 101, Anoka, MN 55303
Phone: 763/427-5860 Fax: 763/427-0520
Re: Construction Bids, Quaday Avenue and 91" Street
City of Otsego Project #02-03
Dear Mayor and City Council:
Bids were received and opened on May 24, 2002, for Construction of Quaday avenue and 9 I't
Street. A total of I I bids were received as shown on the attached Bid Tabulation.
Arcon Construction is the low bidder at $1,054,085.50 and is below the Engineer's Estimate of
$1,286,849.00.
Arcon Construction is an underground utility contractor that has successfully completed several
projects within Otsego. (Pheasant Ridge I through 5 and Stonegate Estates I and 2)
We recommend Award of the Contract to the low bidder, Arcon Construction, PO Box 159,
43425 Frontage Road, Harris, NfN 55032.
Sincerely,
Hakanson Anderson Associates, Inc.
*elow. M�g,
WASM ne row
RJW:dlc
Enclosure
cc: Mike Robertson, Administrator
Judy Hudson, City Clerk
Civil 6- Municipal
GAMun ici pal\AOTSEGO\ 3 47\ot3 47hmcc. doc Engineering 25
Land Surveyingfor
RESOLUTION NO.
RESOLUTION ACCEPTING BID
WHEREAS, pursuant to an advertisement for bids for the Street and Utility
Improvement of Quaday Avenue and 91't Street, bids were received, opened and
tabulated according to law, and the following bids were received complying with the
advertisement:
Arcon Construction
$1,054,085.50
Kuechle Underground
$1,056,606.76
Barbarossa & Sons
$1,068,067.95
Northdale Construction
$1,098,370.96
Redstone Construction
$1,125,882.75
Dave Perkins Contracting
$1,149,095.50
SR Weidema, Inc.
$1,152,134.45
Randy Kramer Excavating
$1,155,588.20
Landwehr Construction
$1,165,425.35
Dennis Fehn Excavating
$1,198,367.65
Burschville Construction
$1,211,130.15
AND WHEREAS, it appears that'Arcon Construction of Harris, Minnesota is the
lowest responsible bidder,
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO
MINNESOTA:
1. The Mayor and Clerk are hereby authorized and directed to enter into a
contract with Arcon Construction of Harris, Minnesota in the name of the City of Otsego
for Street and Utility Improvement of Quaday Avenue and 91st Street, according to the
plans and specifications therefore approved by the City Council and on file in the office
of the City Clerk.
2. The City Clerk is hereby authorized and directed to return forthwith to all
bidders the bid bonds made with their bids, except that the bid bond of the successful
bidder and the next lowest bidder shall be retained until a contract has been signed.
Adopted by the City Council this
Judy Hudson, Clerk
G:\Municipal\AOTSEGO\347XOT347ResACCEPT BOA=
day of 2002.
Larry Fournier, Mayor
Bid Schedule "A" - Streets
BID TAP' - TION
91st Avenue a iday Avnue
Street and Utility improvements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Arenn (nnqf-rflnn V. -hl. 11-4
Item
No. Description
Estimated
Number of
Units
Unit
Unit Price
Extension
Unit Price
Extension
Unit Price Extension
Fwumua-ie %.onstrucuon
Unit Price Extension
1
Mobilization
1
LS
$20.000.00
$20,000.00
$3,500.00
$3.500.00
$30.000-.00
$30,000.00
$7,100.00
$7.100.00
2
Remove Culvert
94 _
LF
$6.00
$564.00
$4.31
$405.14
$3.00
$282.00
$5.00
$470.00
3
Remove Bituminous Pavement
50
SY
$3.00,
$150.00
$2.46
$123.00
$5.00
$250.00
$4.00
$200.00
4
Sawing Bit Pavement (Full Depth)
200
LF
$4.00
$800.00
$1.73
$346.00
$4.00
$800.00
$5.00
$1.000.00
5
Salvage & Reinstall Sign
1
EACH
$120.00
$120.00
$58.00
$58.00
$150.00
$150.00
$150.00
$150.00
6
Common Excavation (P)
7.070
CY
$3.33
$23.543.10
$3.27
$23.118.90
$3.27
$23,118.90
$1.31
$9.261.70
7
Topsoil Stripping (P)
15,260
CY
$1.15
$17.549.00
$1.25
$19.075.00
$1.15
$17,549.00
$1�21
$18.464.60
8
Class 5 Aggregate Base (TJ
3,300
TON
$10.87
$35,871.00
$11.00
$36.300.00
$10.87
$35.871.00
$13.411
$44.253.00
9
Mill Bituminous Surface
25
SY
$5.73
$143.25
$5.73
$143.25
$5.73
$143.25
$6.02
$150.50
10
Type LV 4 Wearing Course Mixture (C)
1,190
TON
$32.73
$38,948.70
$33.00
$39,270.00
$33.00
$39.270.00
$34.37
$40.900.30
11
Type LV 3 Non -Wearing Course Mixture (B)
1,480
TON
$28.30
$41.884.00
$28.00
$41.440.00
$29.00
$42.920.00
$29.72
$43,985.60
12
Bituminous Material For Tack Coat
550
GAL
$1.00
$550.00
$1.00
$550.00
$1.00
$550.00
$1.05
$577.50
13
Adjust Valve Box
34
EACH
$150.00
$5.100:00
$100.00
$3.400.00
$150.00
$5,100.00
$125.00
$4.250.00'
14
Adjust Frame & Ring Casting
16
EACH
$300.00
$4.800.00
$150.00
$2.400.00
$200�070
a
$3,200.00
$150.00
$2.400.00
15
Raise Ex. Manhole (wl Barrel Sections)
6
VF
$160.00
$960.00
$210.00
$1,260.00
$135.00
$810.00
$163.90
$983.40
16
Raise Ex. Valve Box
I -
VF
$150.00
$150.00
$540.00
$540.00
$175.00
$175.00
$154.88
$154.88
17
Raise Ex. Hydrant (11' Hydrant Extension)
I
EACH
$285.00
$285.00
$410.00
$410.00
MOM
$380.00
$416.25
$418-25
18
Stamped Concrete Sidewalk (4")
1.700
SY
$57.00
$96,900.00
$56.00
$95,200.00
$55.00
$93.500.00
$57.75
$98.175.00
19
Stamped Concrete Sidewalk (6")
ISO
Sy
$62.00
$9,300.00
$61.00
$9,150.00
$60.00
$9,000.00
$63.00
$9,450.00
20
Construct Pedestrian Curb Ramp
6 -
EACH
$200.00
$1.200.00
$200.00
$1.200.00
$200.00
$1.200.00
$210.001
$1,260.00
21
Concrete Median (6")
470
Sy
$28.50
$13.395.00
$29.00
$13.630.00
$28.50
$13.395.00
$29.93
$14.067.10
22
Concrete Curb & Gutter Design B618
5.600
LF
$7.00
$39.200.00
$7.00
$39,200M
$7.20
$40.320.00
$7.35
$41,160.00
23
24
6" Concrete Apron Valley Gutter
Traffic Control -
250
1
SY
LS
$29.00
$2,500.00
$7.250.00
$2,500.00
$29.00
$2,300.00
$7.250.00
$2,300.00
$29.00
$2,500.00
$7.250.00
$2.500.00
$30.45
$2,415.00
$7,612.50
$2.415.00
25
26
Sign Panels, Type C
Pavement Message (Right Arrow) - Epoxy
420
24
SIF
EACH
$21.50
$76.00
$9,030.00
$1,824.00
$22.00
$76.00
$9.240.00
$1,824.00
$21.50
$55.00
$9,030.00
$1.320.00
$22.58
$79.80
$9.483.60'
$1.915.20
27
Pavement Message (Left Arrow) - Epoxy
20
EACH
$76.00
$1,520.00
$76.00
$1,520.00
$55.00
$1,100.00
$79.80
$1.596.00
28
29
30
Pavement Message (Thru Arrow) - Epoxy
4" Solid Line White - Epoxy
12" Solid Line White - Epoxy
20
3,000
450
EACH
LF
LF
$76.00
$0.36
$1.25
$1,520.00
$1.080-00
$562.50
$76.00
$0.36
$1.25
$1.520.00
$1.080.00
$562.50
$10.00
$0,20
$2.00
$200.00
$600.00
$900.00
$79.80
$0.38
$1.311
$1,596.00
$1,140.00
$589.50
31
24" Stop Line White - Epoxy
185
LF
$2.50
$462.50
$2.50
$462.50
$6.00
$1,110.00
$2.63.
$486.55
32
33
34
35
36
37
38
-7-
9 [Wyd,aulic
Bale Check
Silt Fence. Type Machine Sliced
Seeding - Type Lawn Restoration
Sodding - Type Lawn Restoration
Seeding Mixture - GOB
Commercial Fertilizer, 10-10-10
Hydraulic Soil Stabilizer Type 5
-
Soil Stabilizer Type 6
30
4,500
3
2,250
300
1,500
1 1
3
EACH
LF
ACRE
SY
LBS
LBS
TON
TON
$5.00
$1.75
$1,500.00
$2.50
$2.20
$0.25
$630.00
$150.00
$7,875.00
$4,500.00
$5.625.00
$660.00
$375.00
$630.00
$8.00
$1.60
$800.00
$2.00
$2.80
$0.25
$1,000.001
$240.00
$7,200.00
$2.400.00
$4.500.00
$840.00
$375.00
$1,000.00
$3.000.00
$6.00
$2.001
$360.00
$2.30
$4.00
$0.20
go 00
$590.00
$690 00
$690.00
$180.00
$9,000.00
$1,080.00
$5,175.00
$1,200.00
$300.00
$590.00
$2.070.00
W
$6.30
$200
$378.00
$2.42
$4.20
$0.21
$619.50
$724.50
$189.00
$9.00000
$1,134.00
$5.445.00
$1,260.00
$315.00
$619.50
$2.173.50
Total - Bid Schedule "A-
shared d0cWmun-pa1/&oLsegcM I 510047bid SchedLdwids
Bid Tabulation
$398,867.05 $376,033.29
13T- I
- $401,589.15 $385,800.18
5/24/2002
Bid Schedule "B" - Watermain
BID TAP" - TION
91st Avenue a, iday Avnue
Street and Utility isnprovements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
gkrrnn rnnetnirfinn Le.-kf- 1 1-
Total - Bid Schedule "B"
Bid Schedule "C" - Sanitary Sewer
$229.458.25 $249,800.00 $232.975.00 $242,353.52
Estimated
(k Ouns
Nortnaaje construction
Estimated
Item
Number of
Total Estimated
Total Estimated
Item
Number of
No.
Description
Total Estimated
Unit
Total Estimated
Cost
Total Estimated
Cost
Total Estimated
No.
Description
Units
Unit
Unit Price
Cost
Unit Cost
Cost
Unit Cost
Cost
Unit Cost
Cost
40
Connect to Existing Watermain
1
LS
$300.00
- $300.00
$960.00
$960.00
$950.00
$950.00
$1,000.00
$1,000.00
41
16" Ductile Iron Pipe Cl 52
1440
LF
$28.95
$41,688.00
$33.00
$47.520.00
$31.00
$44,640.00
$30.26
$43,574.40
42
12" Ductile Iron Pipe CI 52
790
LF
$19.55
$15,444.50
$25.00
$19.750.00
$22.00
$17.380.00
$22.78
$17.996.20
43
8" Ductile Iron Pipe CI 52
3425
LF
$17.15
$58.738.75
$16.00
$54.800.00
$17.00
$58.225.00
$18.95
$64,903.75
44
6" Ductile Iron Pipe CI 52
365
LIF
$22.80
$0,322.00
$19.00
$6,935.00
$16.00
$5,840.00
$14.53
$5,303.45
45
Ductile Iron Fiffings
11,000
LB
$1.65
$18,150.00
- $1.99
$21.890.00
$1.50
$16,500.00
$2.07
$
$22,770.00
46
16" Butterfly Valve and Box
4
EACH
$1.425.00
$5,700.00
$1,700.00
$6,800.00
$1,500.00
$6,000M
$1,28422
$5,136.88
47
12" Butterfly Valve and Box
2
EACH
$800.00
$1,600.00
$1,100.00
$2,200.00
$850.00
$1,700.00
$746.40
$1,492.80
48
8" Gate Valve and Box
18
EACH
$675.00
$12.150.00
$660.00
$15,480.00
$725.00
0.00
$669.78
$12,056.04
49
6" Gate Valve and Box
17
EACH
$495.00
$ , 8,415.00
-$61E,22
$11,560.00
$550.00
$9,350.00
$504.70
$8,579.90
50
Hydrant
a
EACH
$1,670.00
$13,360.00
$1,900.00
$15,200.00
$1.900.00
$15,200.00
$1,513.09
$12,104.72
51
Hydrant Extension
24
LF
$285.00
$6,840.00
$240.00
$5,760.00
$350.00
$8,400.00
$506.77
$12,162.48
52
Salvage and Reinstall 16" Plug
1
EACH
$100.00
$100.00
$170.001
$170.00
$200.00
$200.00
$250.00
$250.00
53
2" Insulation
500
SF
$1.40
$700.00
$3.35
$1,675.00
$3.00
$1.500.00
$0.94
$470.00
--1
12" DIP CL 52, Fastite A, Installed by Jacking
54
and Boring of 20" Steel Casing
230
LF
$JR5 on
t17950.00
$170.001
$39.10000
$148.00
$34,040.00
$150.23
$34,552-90
Total - Bid Schedule "B"
Bid Schedule "C" - Sanitary Sewer
$229.458.25 $249,800.00 $232.975.00 $242,353.52
shared doc�/municipaVaotzago/615/ot347bid SChadulwxlz
Ild TabWabon
BT- 2
$5,040.00 1 zjz�LOLJ sa.290.80 I
5/24/2002
Estimated
Item
Number of
Total Estimated
Total Estimated
Total Estimated
Total Estimated
No.
Description
Units
Unit
Unit Price
Cost
Unit Cost
Cost
Unit Cost
Cost
Unit Cost
Cost
55
15" PVC SDR 26 16-18'Deep
203
LF
$61.25
$12,433.75
$28.00
$5.6�4 0-0
-$39 00
-$7,917.00
$49.15
$9,977.45
56
15" PVC SDR 26 18-20'Deep
690
LF
$61.25
$42.262.50
$30.00
$20.700.00
$40.06
$27,600.00
$55.81
$38,508.90
57
12" PVC SDR 26 18-20'Deep
427
LF
$60,50.
$25,833.50
$27.00,
$11,529.00
-
$37.00,
$15.799.00
-
$52.091
$22,242,43
58
12" PVC SDR 26 20-22'Deep
110
LF
$60.501
$6,655.00
$29.0
$3,190.00
$38.0(
$4,180.00
$17.4�
$§ 3,1,6,?o
59
10" PVC SDR 26 16-18'Deep
20
LF
$55.951
si,i 19.0o
$22.00
$440.00
$39.F(
$780.00
$43.3
4
60
10" PVC SDR 26 18-20' Deep
10
LF
$55.951
$559.50
$24.00
$240.00
$40.0(
$400.00
$�9�igj
$499.90
61
10" PVC SDR 26 20-22' Deep
416
LF
$62.051
$25,812.80
$27.00
$11,232.00
$41.0(
$17,056.0
53 _
$23,013.12
62
10" DIP CIL 52, Fastite A. 10-12' Deep
10
LF
$69.1(
$691.00
$23.00
$235-0-0
-$43 Oc
-$43000
$4:�i9i3,
$499.30
63
10" DIP CIL 52, Fastite A. 12-14' Deep
9
LF
dLF
$69.1(
$621.90
$24.0
$216.00
$44.00
$396.00
ii
$449.37
64
10" DIP CL 52, Fastite A, 14-16' Deep
10
LF
$69.1(
$691.00
$26.00
$260,00
$45.00
$450.00
49.93
$499.30
65
10" DIP CL 52, Fastile A, 16-18' Deep
36
$69.1(
$2,487.60
$29.00
$1.044.00
$46.00
0
$1,656, 0
$56.6
$2.037.60
66
10" DIP CIL 52, Fastile A, 16 -20' Deep
10
LF
$69.1(
$691.00
$ 3 0
$310.00
$47.00
$470.00
$56.60
67
10" DIP CL 52, Fastile A. 20-22' Deep
60
LF
$69.1(
$4,146.00
$34-.00
$2,040.00
$48.00
$2,880.00
$566.001
68
8" PVC SDR 35 0-8' Deep
10
LF
$15.N
$151.50
$14.00
$ i �O -00
$19�00
1110 01
$190.00
69
.8" PVC SDR 35 8-10' Deep
252
$15151
$381780
CIA n
7-
--1
shared doc�/municipaVaotzago/615/ot347bid SChadulwxlz
Ild TabWabon
BT- 2
$5,040.00 1 zjz�LOLJ sa.290.80 I
5/24/2002
Bid Schedule "C" - Sanitary Sewer Continued
BID TAr WION
911 st Avenue. iaday Avnue
Street and Utilky mprovements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Arcon Construction Kuechle nderground Barbarossa & Sons Northdale Construction
Item
No.
I Description
Estimated
Number of
Units
UnIt
Unit Price
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
70
8" PVC SDR 35 10-12' Deep
10
LF
$15.15
$151.50
$14.00
$140.00
$21.00
$210.00
$33.93
$339.30
71
6" PVC SDR 35 Service Lateral -
360
LF
$17.40
$6,264.00
$13.00
$4,680.00
$14.00
$5,040.00
$14.93
$5,374.80
72
Standard Sanitary Sewer Manhole 0-8' Deep
I I
EA
$1,910.0c
$21.010.00
$2,800.00
$30.800.00
$1,955-00-
$21,450.00
$1.540.73
$16,948.03
73
Manhole Overdepth -
126
VF
$135.00
$17,010.00
$138.00
$17,388.00
$160.00
$20,160.00
$100-.23-
$12,628.98
74
Outside Drop Connection 0-2'
1
EA
$960.00
$960.00
$1,200.00
$1,200.00
$1.300.00
$1,300.00
$1.244.95
$1,244.95
75
Extra Depth Outside Drop Connectioin >2'
8
VF
$65.00
$52000
$80.00
$640.00
$98.00
$784M
$135.65
$1,085�20
76
Connect to Existing Sanitary Sewer at Manhole
I
EA
$1,180.00
$1,180.00
$1.600.00
$1.600.00
$1.500.00
$1,500.00
$1,000.00
$1,000.00
77
6" PVC Riser Pipe
67
VF
$17.40
$1,165.80
$13.00
$871.00
$15.00
$1,005.00
$17.37
$1.163.79
78
15"x 6" PVC Wye
2
EA
$185.0(
$370.00
$210.00
$420.00
$200.00
$400.00
$293.77
$587.54
79
12"x 6" PVC Wye
3
EA
$125.0(
$375.00
$150.0c
$450.00
$140.00
$420.00
$243.72
$731.16
80
1 O"x 6" PVC Wye
2
EA
$105.0(
$210.00
$133.00
$266.00
$120.00
$240.00
$222.42
$444.84
81
8"x 6" PVC Wye
1
EA
$65.0(
$65.00
$89.00
$89.00
$50.00
$50.00
$184.08
$184.08
82
12" Plug
I
EA
$60.00
$60.00
$67.00
$67.00
$40.00
$40.00
$178.75
$178.75
83
10" Plug
2
EA
$55.00
$110.00
$62.00
$124.00
$35.00
$70.00
$173.43
$346.86
84
6" Plug
9
EA
$30.00
$2TO.00
$37.00
$333.00
$15.00
$135.00
$27.13
$244.17
� 85
10" DIP CL 52, Fastite Jt, Installed by Jacking
and Boring of 18" Steel Casing
260
ILF 1
$180.00
$46.800.00
$200.001
$52,000.00 1
$142.01
$36,920.00 1
$188. 1
$48,906..00
86
Televise Sanitary Sewer
1 2533
ILF 1
$0.60
$1,519.801
$0.591
$1,494.47
$0.6q
$1.519.80 1
$0.62L
$1,570.46
Total - Bid Schedule "C"
Bid Schedule "D" - Storm Sewer
$226,014.95 $173,345.47 $176,487.80 $210.790.48
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
87
42" RC Pipe Apron
I
EACH
$1,085.00
$1,085.00
$1,000.00
$1.000.00
$1,100.00
$1,100.00
$922.07
$922.07
88
36" RC Pipe Apron
I
EACH
$900.00
$900.00
$880.00
$880.00
$980.00
$980.00
$791.08
$791.08
89
45"x 73" RC Arch Pipe Apron w/ Dropwall
1
EACH
$1.545.0(
$1,545.00
$1.900.0c
$1.900.00
$1.300.0(
$1,300.00
$1,563.94
$1,563.94
90
15" RC Pipe Sewer Design 3006 CL V (all depths
80
LF
$29.8(
$2,384.00
$25.00
$2,000-00
$23.0(
$1,840.00
$23.90
$1.912.00
91
18" RC Pipe Sewer Design 3006 CL III (all depths
48
LF
$31.5(
$1,512.00
$27.00
$1.296.00
$24.0(
$1.152.00
$25.62
$1,229.76
92
21" RC Pipe Sewer Design 3006 CL III (all depths
61
LF
$32.5(
$1,982.50
$29.00
$1,769.00
$26.00
$1,586.00
$28.09
$1.713.49
93
27" RC Pipe Sewer Design 3006 CL [[I (all depths
160
LF
$37.4�
$5,992.00
$40.00
$6,400.00
$34.00
$5,440.00
$35.35
$5,656.00
94
30" RC Pipe Sewer Design 3006 CL III (all depths
64.
LF
$44.50
$2,848M
$46.00
$2.944.00
$41.00
$2,624.00
$40.12
$2,567.68
95
33" RC Pipe Sewer Design 3006 CL III (all depths
275
LF
$46.75
$12,856.25
$53.00
$14.575.00
$51.00
$14.025.00
$45'.49
$12.509.75
96
36" RC Pipe Sewer Design 3006 CL III (all depths
59
LF 1
$55.60
$3.280.40
$60.00
$3,540.00
$63.00
$3.717.00
$52.52
$3,098,68
97
42" RC Pipe Sewer Design 3006 CL III (all depth
864
LF
$31.05
$26,827.20
$77.00
$66,528.00
$74.00
$63,936.00
$72.32
$62,484.48
98
48" RC Pipe Sewer Design 3006 CL III (all depths
105
LF
$74.25
$7,796.25
$92.00
$9,660.00
$93.00
$9.765.00
$85-99
$9.028.95
99
45*'x 73" RC Arch Pipe Sewer CL III (all depths)
651
LF
$129.15
$84,076.65
$150.00
$97.650.00
$156.00
$101,556.00
$150.66
$98,079.66
100
15" Pipe Plug
4
EACH
$60.00
$240M
$89.00
$356.00
$100.00
$400.00
$181.95
$7278
101
18" Pipe Plug
2
EACH
$65.00
$130.00
$93.00
$186.00
$105.00
$21000
$186.21
$372.42
102
42" Pipe Plug
2
1 EACH
$140.00
$280.00
$147.00
$294.00
$155.00
$310.00
$339.46
$678.92
103
45" x 73" RCPA 45* Bend
2
EACH
$2.180.00
$4,360.00
$2,300.00
$4,6001.00
$2.200.00
$4.400.00
$2.499.01
$4,998.02
104
45" x 73" RCPA 35' Bend
1
EACH
$2,180.001
$2,180.00
$2.300.001
$2.300.00
$2,200M,
$2.200.00
$2,499.01,
$2.499.01
shared dOc&ln�icApayaotsegoiBI51ot347bid schedule xfs 13T - 3
Bid Tabulation
5/24/2002
Rid qp-had, da ,n,, - -qfn— -v --- r r—tin,,m
BID TA —"' ATION
91st Avenue jaday Avnue
Street and Wis., improvements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
A—. P-4--tf—
Item
No. Description
Estimated
Number of
Units
Unit
Unit Price
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
105 Connect to Existing Storm Sewer
1
EACH
$480.00
$480.00
--- $970.00
$970.00
$950.00
$950.00
$500.00
$500.00
106 Construct Draingage Structure Design 48" 4020
3
EACH
$1,225.00
$3,675.00
$1,500.00
$4,500.00
$1,225.00
$3.675.00
$1.323.47
$3,970.41
107. Construct Draingage Structure Design 66"4020
2
EACH
$1,985.0(
$3.970.00
$2.300.0(
$4.600.00
$1,950.0(
$3.900.00
$2.475.5E
$4,951.1
108 Construct Draingage Structure Design 72" 4020
1
EACH.
$2.315.0(
$2,315.00
$2,400.0(
$2,400.00
$2,200.0(
$2,200.00
$2,927�91
$2.927.97
109 Construct Draingage Structure Design 78" 4020
2
EACH
$3,130.0(
$6.260.00
$3.100.0(
$8,200.00
$2,800.0(
$5,600.00
$3,776.4C
$7.552.80
110 Construct Draingage Structure Design 84" 4020
1
EACH
$3.965.0(
$3,965.00
$3,800�OC
$3.800.00
$3.450.0(
$3,450.00
$4.103.41
$4,103.41
111 Construct Draingage Structure Design 90" 4020
0
EACH
$0.0c
$0.0c
$0.0c
$0.00
$0.0c
$0.0c
$0.010
$0.0c
112 Construct Draingage Structure Design 96" 4020
1
EACH
$4.040.00
$4,040.00
$3.600.00
$3,600.00
$4.000.0(
$4,000.00
$5,463.93
$5.463.93
113 Construct Draingage Structure Design 120" 4020
1
EACH
$7,065.00
$7,065.00
$6.200.00
$6,200.00
$6,900�0(
$6.900.00
$10.723.39
$10.723.39
114 Random RipRa.p Class 111
100
CY
$55.00
$5.500.00
$52.00
$5,200.00
$68.0(
$6,800.00
$60.00
$6,000.00,
115 Random RipRap Class IV
40
CY
$55.00
$2.200.00
$52.00
$2.080.00
$75.00
$3.000.00
$60.00
$2,400.00 1
Total - Bid Schedule"D"
$199.745.25
$257,428.00
$257,016.00
$259.426.78
SUMMARY OF BIDDING
TOTAL BID SCHEDULE 'A'
$398.967.05
$376,033.29
$401,589.15
$385,800.13
TOTAL BID SCHEDULE 'B'
$229,458.25
$249,800.00
$232,975.00
$242,363.52
TOTAL BID SCHEDULE 'C'
$226,014.95
$173,345.47
$176,487.80
$210,790.48
TOTAL BID SCHEDULE -D-
$199.74S.25
$257,428.00
$257,016.00
$259,426.78
$1.054,085.50
$1.056,606.76
$1,068,067.95
$1,098,370.96
shared docs/municipauaotsegorlWot347bid Sehedige.xls BT - 4
Bid TaWation
5/24/2002
Bid Schedule "A" - Streets
BID TAP -ION
91st Avenue ar day Avnue
Street and Utility Improvements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Redstone Construction Dave Perkins Contracting S.R. Weldema. Inc. Randv Kramer Excavatina
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
1
Mobilization
I
LS
$11,369.51
$11,369.51
$15,000.00
$15,000.00
$20,000.00
$20,000.00
$15,000.00
$15,000.00
2
Remove Culvert
94
LF
$5.67
$532.98
$10.00
$940.00
$6.00
$564.00
$8.16
$767.04
3
Remove Bituminous Pavement
50
SY
$2.841
$142.00
$3.00
$150.00
$1.85
$92.50
$3.06
$153.00
4
Sawing Bit Pavement (Full Depth)
200
LF
$3.00
$600.00
$3.00
$600.00
$2.35
$470.00
$4.08
$816.00
5
Salvage & Reinstall Sign
I
EACH
$125.00
$125.00
$35.00
$35.00
$95.00
$95.00
$306.00
$306.00
6
Common Excavation (P)
7,070
CY
$3.27
$23,118.90
$2.00
$14,140.00
$1.60
$11,312.00
$5.05
$35.703.50
7
Topsoil Stripping (P)
15,260
CY
$1.15
$17,549.00
$2.00
$30,520.00
$2.00
$30,520.00
$3.32
$50,663.20
8
Class 5 Aggregate Base (7")
3,300
TON
$9.24
$30,492.00
$8.00
$26,400.00
$8.001
$26.400.00
$10.76
$35,508.00
9
iMill Bituminous Surface
25
SY
$6.501
$162.50
$20.00
$500.00
$10.00
$250.00
$5.04
$146.00
10
Type LV 4 Wearing Course Mixture (C)
1.190
TON
$34.35
$40,876.50
$35.00
$41.650.00
$34.35
$40,876.
$33.38
$39,722.20
11
Type LV 3 Non -Wearing Course Mixture (B)
1.480
TON
$27.50
$40,700.00
$35.00
$51.800.00
$27.50
$40,700.00
$28.87
$42,727.60
12
Bituminous Material For Tack Coat
550
GAL
$1.50
$825.00
$3.00
$1,650.00
$1.50
$825.00
$1.02
$561.00
13
djust Valve Box
34
EACH
$94.54
$3,214.36
$75.00
$2,550.00
$77.00
$2.618.00
$175.001
$5,950.00
14
Adjust Frame & Ring Casting
16
EACH
$189.84
$3,037.44
$350.00
$5,600.00
$295.00
$4,720.00
$200.00
$3.200.00
15
Raise Ex. Manhole (w/ Barrel Sections)
6
VF
$197.01
$1,182.06
$200.00
$1.200.00
$177.00
$1,062.00
$287.80
$1,726.80
16
Raise Ex. Valve Box
1
VF
$126.86
$126.86
$75.00
$75.00
$180.00
$180.00
$145.00
$145.00
17
Raise Ex. Hydrant (V Hydrant Extension)
1
EACH
$388.37
$388.37
$350.00
$350.00
$382.00
$382.00
$405.00
$405,00
18
Stamped Concrete Sidewalk (4")
1,700
SY
$59.40
$100.980.00
$60.00
$102,000.00
$59.40
$100,980.00
$56.10
$95,370.00
19
Stamped Concrete Sidewalk (6")
150
SY
$69.30
$10.395.00
$70.00
$10,500.00
$69.30
$10.395.00
$61.20
$9.180.00
20
Construct Pedestrian Curb Ramp
6
EACH
$450.00
$2,700.00
$450.00
$2,700.00
$450.00
$2.700.00
$204.00
$1,224.00
21
Concrete Median (6")
470
SY
$31.50
$14,805.00
$32.00
$15,040.00
$31.50
$14,805.00
$29.07
$13,662.90_
22
Concrete Curb & Gutter Design B618
5,600
LF
$7.40
$41.440.00
$7.50
$42,000.00
$7.40
$41,440.00
$7.14
$39,984.00
23
6" Concrete Apron / Valley Gutter
250
SY
$31.50
$7,875.00
$32.001
$8,000.00
$31.50
$7,875.00
$29.58
$7,395.00
24
Traffic Control
1
LS
$3,050.00
$3.050.00
$2,500.00
$2.500.00
$2,300.00
$2,300.00
$2,346.00
$2.3,46.00
25
Sign Panels, Type C
420
SF
$21.50
$9.030.00
$25.00
$10.500.00
$21.50
$9,030.00
$21.93
$9.210.60
26
Pavement Message (Right Arrow) - Epoxy
24
EACH
$76.00
3 0
$1.824.00
$56.00
$1.344.00
$76.00
$1.824.00
$77.52
$1,860.48
27
Pavement Message (Left Arrow) - Epoxy
20
EACH
$1.520.00
$56.00
$1,120.00
$76.00
$1,520.00
$77.52
$1,550.40
28
-Pavement Message (rhru Arrow) - Epoxy
20
EACH
N$76.00
$76.00
$1,520.00
$11.00
$220.00
$76.00
$1.520.00
$77.52
$1,550.40
29
14" Solid Line White - Epoxy
3,000
LF
$0.36
$1,080.00
$0.25
$750.00
$0.36
$1.080.00
$0.37
$1,110.00
30
12" Solid Line White - Epoxy
450
LF
$1.25
$562.50
$2.50
$1,125.00
$1.30
$585.00
$1.28
$576.00
31
24" Stop Line White - Epoxy
185
LF
$2.50
$462.50
$6.50
$1.202.50
$2.60
$462.50
$2.55
$471.75
32
Sale Check
30
EACH.
$6.00
$180.00
$10.00
$300.00
$5.00
$150.00
$5.10
$_153.00
33
Sift Fence. Type Machine Sliced
4.500
LF
$1.90
$8,550.00
_$2.00
$9,000.00
$1.75
$7,875.00
$1.79
$8,055.00
34
Seeding - Type Lawn Restoration
3
ACRE
$360.00
$1,080.00
$1,200.00
$3,600.00
$1,500.001
$4,500.00
$1.530.001
$4.590.00
35 1
Sodding - Type Lawn Restoration
2,250
SY
$2.30
$5,175.00
$2.50
$5,625.00
$2.50
$5,625.00
$2.55
$5,737.50
36
Seeding Mixture - 60B
300
LBS
$4.00
$1,200.00
$5.00
$1,500.00
$2.20
$660.00
$2.20
$660.00
37
Commercial Fertilizer. 10-10-10
1,500
LBS
$0.20
$300.00
$0.50
$750.00
$0.25
$375.00
$0.26
$390.00
38
Hydraulic Soil Stabilizer Type 5
1
TON
$590.00
$590.00
$2.000M
$2,000.00
$630.00
$630.00
$642.60
$642.60
39
Hydraulic Soil Stabilizer Type 6
3
TON 1
$690.00
$2,070.00
$2,000.001
$6.000.001
$630.00
$1,890.00
$642.60
$1.927.801
Total - Bid Schedule "A" $390.831.48 $420,936.50 $399,288.50 $441.147.77
shared docs/municipaUaotsegoral5lot347bid schaduleAs BT- 5
Bid TabiAafion 5/24/2002
Bid Schedule "B" - Watermain
BID TAE" " 'TION
91 st Avenue a iday Avnue
Street and Utility ..�iprovements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Redstone Congtrurtinn n2va Parking r-f-finn C 0 IAW
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
nanay r%ra er t:xcavattng
Total Estimated
Unit Cost Cost
40
Connect to Existing Watermain
I
LS
$624.65
$624.65
$1,500.00
$1,500.00
$610.00
$610.00
$600.00
$600.00
41
16" Ductile Iron Pipe Cl 52
1440
LF
$32.79
$47.217.60
$30.00
$43,200.00
$39.65
$57,096.00
$33.27
$47.908.80
42
12" Ductile Iron Pipe Cl 52
790
LF
$27.05
$21,369.50
$23.00
$18.170.00
$31.20
$24.648.00
$23.44
$18,517.60
43
8" Ductile Iron Pipe Cl 52
3425
LF
$16.83
$57.642.75
$17.00
$58.225.00
$27.00
$92.475.00
$15.33'
$52,505.25
44
6" Ductile Iron Pipe Cl 52
365
LF
$17.36
$6,336.40
$18.00
$6,570.00
$27.00
$9.855M
$14.82
$5.409.30
45
Ductile Iron Fittings
11.000
LB
$2.13
$23,430.00
$3.00
$33,000.00
$1.20
$13,200.00
$2.00
$22,000.00
46
16" Butterfly Valve and Box
4
EACH
$2,117.86
$8,471.44
$1.300.00
$5.200.00
$1,482.00
$5.928.00
$1,521.56
$6,086.24
47
12" Butterfly Valve and Box
2
EACH
$1.275.97
$2,551.94
$780.00
$1.560.00
$872.00
$1,744.00
$1120.25
$2.240.50
48
8" Gate Valve and Box
18
EACH
$896.28
$16,133.04
$650.00
$11,700.00
$680.00
$12,240.00
$675.82
$12.164.76
49
6" Gate Valve and Box
17
EACH
$584.07
$9,929.19
$550.00
$9,350.00
$460.00
$7,820.00
$498.28
$8,470.76
50
Hydrant
a
EACH
$1,932.61
$15.460.88
$1,400.00
$11.200.00
$1,710.00
$13,680M
$1.744.51
$13,956.08
51
Hydrant Extension
24
LF
$176.57
$4,237.68
$150.00
$3.600.00
$195.00
$4.680.00
$392.25
$9,414.00
52
Salvage and Reinstall 16" Plug
1
EACH
$124.90
$124.90
$150.001
S11 0.00
$137.001
$137.00
$200.00
$200.00
53
54
2" Insulation
12" DIP CL 52, Fastite A, Installed by Jacking
and Boring of 20" Steel Casing
500
230
SF
LF
$2.31
$159.97
$1,155.00
$36.793.10
$2.001
$175.001
$1.000.00
$40,260.00
$1.60
S172001
$800.00
$39.560.00
$1.48
$162.021
$740.00
$37,264.60
Total - Bid Schedule -B'
Bid Schedule "C" - Sanitary Sewer
$251,478.07 $244,675.00 $284.473.00 $237.477.89
shared docs/ffxx�cipaVaotsagck/6l6/oi347bid achadule,xis
Bid TabLilation
BT -6
0.00 1 �JZAZI $8.169.84 1
5/24/2002
Estimated
Item
Number of
Total Estimated
Total Estimated
Total Estimated
1
Total Estimated
No.
Description
Units
Unit
Un It Cost
Cost
Unit Cost
Cost
Unit Cost
Cost
Unit Cost
Cost
55
15" PVC SDR 26 16 -18'Deep
203
LF
$65.41
$13,278.23
$27.00
$5,481.00
$40.40
$8.201.20
$49.601
$10.068.80
56
15" PVC SDR 26 18-20'Deep
690
LF
$65,29
$45,050.10
$29.00
$20.010.00
$40.TO
-$27,876.00
$36.100.80
57
12" PVC SDR 26 18-20' Deep
427
LF
$81.12
$26,098.24
$25.00
$10,675.00
$ 3 ."1
$16.268.70
--$52.3A
141,42
$i2
58
12" PVC SDR 26 20-22'Deep
110
LF
$69.301
$7,623.00
280
$28.0
$3,080.00
$38.1c
_
$4,191.00
$48.
!.!10�74
i 20
59
10" PVC SDR 26 16-18' Deep
20
LF
$51.131
$1.022.60
200
$�O.O
$400.00
$35.65
$713M
$43.8
A
$876.50-
60
10" PVC SDR 26 18-20' Deep
IT
LF
$58.6N
$586.80
220
$22.0
$220.00
$35.65
$356.50
$46.521
$465.20
61
10" PVC SOR 26 20-22' Deep
416
LF
$67.04
$27.884.48
�26 0
$26...-
$10,816.00
$35.65
$14,830.40
$46-52�
$19,352.32
62
10" DIP CL 52, Fastite A, 10-12' Deep
10
LF
$41.781
$417.80
$31.0
$310.00
$ �4-0 0
$540.00
$42
0
$ 42 7-0
$1
63
10" DIP CL 52, Fastite A, 12-14* Deep
9
LF
$39.261
$353.34
$33.0
.33 0
$297.00
$54.00
$486.00
si 3
i
8
i3 7.63
64
10" DIP CL 52, Fastite A. 14-16' Deep
10
LF
$41.781
$417.80
5 0
$35.0
$350.00
$ 54.0
$540.00
$43.931
$4
E�� 39.30
65
10" DIP CL 52. Fastite, A., 16-18' Deep
36
LF
$39.261
$1,413.36
$37.0
$1,332.00
$54.0
$1,944.00
$51.07
$1,838.152
66
10" DIP CL 52, Fastite A. 18-20' Deep
10
LF
$41.78
$417.80
$39.0�
$390.00
$54.0
1
$540.00
$53 7q
$537.90
67
10" DIP CL 52, Fastite A, 20-22' Deep
60
LF
$39,26
$2,355.60
$42.01
$2,520.00
$54.0
$3,240.00
- $53.7q
--$3,227.4
68
8" PVC SDR 35 0-8' Deep
10
LF
$9.73
$97.30
$14.Oq
$140.00
$20.0
$200.00
$32.4 T
JO
69
0" PVC S DR 35 8-10' Deep
252
LF
cii n7
RA
C1
$324.20
shared docs/ffxx�cipaVaotsagck/6l6/oi347bid achadule,xis
Bid TabLilation
BT -6
0.00 1 �JZAZI $8.169.84 1
5/24/2002
Bid Schedule "C" - Sanitary Sewer Continued
BID TAF TION
91st Avenue a jday Avnue
Street and Utility improvements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Redstone Construction Dave Perkins Contractin- S R Weldema in
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Total Estimated
Unit Cost Cost
anuy hiamcir
Unit Cost
rxt;dvdulig
Total Estimated
Cost
70
8" PVC SDR 35 10-12' Deep
'10
LF
$12.75
$127.50
$16.00
$160.00
$20.00
$200.00
$34.03
$340.30
71
6" PVC SDR 35 Service Lateral
360
LF
$10.91
$3.927.60
$18.00
$6.480.00
$22.50
$8.100.00
$13.34
$4,802.40
72
Standard Sanitary Sewer Manhole 0-8 Deep
11
EA
$2,253.59
$24,789.49
$2.400.0(
$26,400.00
$2,100.00
$23,100.00
$2,472.95
$27.202.45
73
Manhole Overdepth
126
VF
$148.40
$18,698.40
$200.0(
$25.200.00
$163.50
$20.601.00
$147.801
$18,622.80
74
Outside Drop Connection 0-2'
1
EA
$513.01
$513.01
$1,500.0(
$1,500.00
$1,150.00
$1,150.00
$1,000.0c
$1,000.00
75
Extra Depth Outside Drop Connectioln >2'
8
VF
$256.49
$2.051.92
$150.0(
$1,200.00
$66.00
$528.00
$250.00
$2,000.00
76
Connect to Existing Sanitary Sewer at Manhole
I
EA
$2,561.79
$2,561.79
$42,500A
$42.500.00
$2,440.00
$2.440.00
$600.00
$600.00
77
6" PVC Riser Pipe
67
VF
$10.96
$734.32
$28.0(
$1,876.00
$8.50
$569.50
$13.34
$893.78
78
15"x 6" PVC Wye
2
EA
$282.23
$564.46
$250.00
$500.00
$155.0(
$310.00
$211.32
$422.64
79
12"x 6" PVC Wye
3
EA 1
$224.66
$673.98
$200.00
$600.00
$95.0(
$285.00
$159.23
$477.69
80
10"x 6" PVC Wye
2
EA
$202.45
$404.90
$200.06
$400.00
$83.0(
$166.00
$107.01
$214.0i-
81
8"x 6"PVC Wye
1
EA
$150.09
$150.09
$150.00
$150.00
$35 -OC
$35.00
$77.55
$77.55
82
12" Plug
1
EA
$31.52
$31.52
$75.00
$�5.00
$45�0(
$45.00
$57.15
$57.15
83
10" Plug
2
EA
$26.37
$52.74
$75.00
$150.00
$4TOC
$80.00
$51.91
$103.82
4
ug
9
EA
$2.24
$20.16
$25.00
$225.00 1
$11.001
$99.00
$27.27
$245.43
85
86
10" DIP CIL 52, Fastite A., Installed by Ja!n
and Boring of 18" Steel Casing
Televise Sanitary Sewer 1
260
2533
ILF 1
ILF 1
$194.87
$0.59
-
$50,666.20
$1,494.47
$195.00
$1.00
$50,700-00
$2,533.00
$198.(
$0.60L_
0
$1.519.8-0-F
$197.5�
$2.Oq
$51,373.40
5.066.00
Total - Bid Schedule "C"
Bid Schedule "D" - Storm Sewer
$237,268.64 $220,450.00 $195,675� 10 $221.816.98
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
87
42" RC Pipe Apron
1
EACH
$1,199.02
$1,199.02
$1,005.00
$1,005.00
$917.00
$917.00
$915.10
$915.10
88
36" RC Pipe Apron
I
EACH
$923.22
$923.22
$950.00
$950.00
$583.00
$583.00
$752.90
$752-90'
89
45" x 73" RC Arch Pipe Apron w/ Dropwall
I
EACH.
$2,848.66
$2,848.68
$1,400.001
$1.400.00
$2.505.0(
$2,585.00
$2,228.OE
$2,22&05
90
15" RC Pipe Sewer Design 3006 CL V (all depths
so
LF
$24.8C
$1,984.00
$25.0�
$2.000.00
$31.00
$2,480.00
$19.8c
$1.584.00
91
18" RC Pipe Sewer Design 3006 CL III (alLq��
48
LF
$24.64
$1,182.72
$28.001
$1,344.00
$33.00
$1.584.00
$21.62
$1,037.76
92
21" RC Pipe Sewer Design 3006 CL III (all depth
61
LF
$25.20
$1,537.20
$29.00
$1,769.00
$37A
$2,299.70
$26A8
$1,615.28
93
27" RC Pipe Sewer Design 3006 CL III (all depths
160
LF
$34.85
$5.576.00
$35.00
$5,600.00
$415�25
$7,240.00
$33.03
$5.284.80
94
30" RC Pipe Sewer Design 3006 CL III (all depths
64
LF
$39.01
$2,496.64
$40.00
$2,560.00
$50.3(
$3.219.20
$3&3�
$2,456.96
95
33" RC Pipe Sewer Design 3006 CL III (all depth
275
LF
$47.93
$13.180.75
$45.00
$12,375.00
$54.7(
$15,042.50
$45.16
$12,424.50
96
36" RC Pipe Sewer Design 3006 CL III (all depth
59
LF
$54.36
$3,207.24
$53.00
$3,127.00
$64.1,1
$3.784.85
$54.63
$3,22117
97
42" RC Pipe Sewer Design 3006 CL III (all depths
864
LF
$75.85
$65,534.40
$72.Oq
$62,208.00
$80.8(
$69.811.20
$75.25
$65.016.00
98
48" RC Pipe Sewer Design 3006 CL III (all depths
105
LF
$89.69
$9,417.45
$89.0(
$9.345.00
$97.00
$10,185.00
$90.20
$9,471.00
99
45"x 73" RC Arch Pipe Sewer CL III (all depths)
651
LF
$131.41
$85,547.91
$151.0(
$98,301.00
$156A
$101,816.40
$158.751
$103,346.25
100
15" Pipe Plug
4
1 EACH
$162.70
$650.80
$75.0(
$300.00
$88.0(
$352.00
$78.6N
$31440
101 18" Pipe Plug
102 42" Pipe Plug
103 45" x 73" RCPA 45* Bend
104 45"x 73" RCPA 35' Bend
2
2
2
1
EACH
EACH
EACH
EACH
$166.59
$268.44
$2,774.71
$2,774.691
$333.18
$536.88
$5.549.42
$2.774.69
$75.0(
$150.0c
- )001
$2,500.0
$2,500.Od
$150.00
$300.00
0000
$5,000.00
$2�500 00
$93.0(
$170.0(
$2,645.0(
$2645001
$186-00
$340.0
$5,290.00
$2,645.00
$82.8
$219.5
$2.319.04
$2.319.04
W
$165-60
$439.00
$4,638.08
C 9110 nA
shwed dGaVin�icipallaotsegoffi I WW3417bid schedule.As
Bid Tabulation
BT- 7
5/24/2002
BID TAB' 10N
91st Avenue ar day Avnue
Street and Utility iiiiprovements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Rid qr-hP6 j1p "n" - Rtnrm qpwpr rnnfini jpd
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
105
Connect to Existing Storm Sewer
I
EACH
$506.99
$506.99
$1,500.00
$1,500.00
$945.00
$945.00
$600.0
$600.00
106
Construct Draingage Structure Design 48" 4020
3
EACH
$1,408.46
$4,225.38
$1.400.0(
$4.200.00
$1,193.00
$3.579.00
$1.411.61
$4.234.83
107
Construct Draingage Structure Design 66" 4020
2
EACH
$2.404.25
$4,808.50
$2,100.0(
$4,200.00
$2.217.0(
$4,434.00
$2,275.18
1
$4.550.36
108
Construct Draingage Structure Design 72" 4020
1
EACH
$2,543.43
$2,543.43
$2,100.0(
$2,100.00
$2,217.0(
$2.217�00
$2,432.21
$2.432.21
109
Construct Draingage Structure Design 78" 4020
2
EACH
$3.184.09
$6.368.18
$3.500.0(
$7.000.00
$2,905.0(
$5.810.00
$3,208.0 8
$6.416.16
110 Construct Draingage Structure Design 84" 4020
1
EACH
$3,760.74
$3,760.74
$4,000.0(
$4,000.00
$3,967.00
$3,967.00
$3,950.15
$3,950.15
Ill
Construct Draingage Structure Design 90" 4020
0
EACH
$0.00
$0.00
$0.001
$0.00
$0.0(
$0.00
$0.00
$0.00
112
Construct Draingage Structure Design 96"4020
1
EACH
$4.000.071
$4,000.07
$9,500.00
$9,500.00
$3,540.00
$3,540.00
$3,753.96
$3,753.96
113
Construct Draingage Structure Design 120"4020
1
1 EACH
$6,502.67
$6,502.67
$9,800.00
$9,800.00
$7.065.00
$7,065.00
$6,796.00
$6,796.00
114
Random RipRap Class Ill
100
C
$65.06
$6,506.00
$75.00
$7.500.00
$77.00
$7,700.00
$37.00
$3,700.00
115
Random RipRap Class IV
40
CY
$65.06
$2,602.40
$75.00
$3.000.00
$77.00
$3.080.00,
$37.00
$1,480.00
Total - Bid Schedule "D"
SUMMARY OF BIDDING
TOTAL BID SCHEDULE W
TOTAL BID SCHEDULE "B"
TOTAL BID SCHEDULE 'C'
TOTAL BID SCHEDULE -D'
$246.304.56
$390,831.48
$251,478.07
$237,268.64
$246,304.56
$1,125,882.75
$263,034.00
$420,936.50
$244,675.00
$220.450.00
$263,034.00
$1,149,095.50
$272,697.85
$399,288.50
$284,473.00
$195,675.10
$272,697.85
$1,152,134.45
$255.145.56
$441,147.77
$237,477.89
$221,816.98
$255,145.56
— $1,155,588.20
shared doc$/ML"CipaUaotsegoi5l5/ot347bid Schedule YJA BT- 8
Bid Yabulation
5/24/2002
BID TAB' -ION
91 st Avenue ar day Avnue
Street and Utility improvements
Project No. 02-03
Bid Date May 24,2002, 10:00 a.m.
Bid Schedule "A" - Streets Landwehr Construction Dennis Fehn Excavating Burschville Construction
Item
No.
I Description
Estimated
Number of
Units
Unit
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
I
IMobilization
1
LS
$14.400.00
$14.400.00
$9,200.00
$9,200.00
$10,000.00
$10,000.00
2
1 Remove Culvert
94
LF
$13.00
$1,222.00
$10.00
$940.00
$10.00
$940.00
3
Remove Bituminous Pavement
50
SY
$3.00
$150.00
$6.00
$300.00
$3.00
$150.00
4
Sawing Bit Pavement (Full Depth)
200
LF
$3.00
$600.00
$5.00
$1,000.00
$4,00
$800.00
5
Salvage & Reinstall Sign
I
EACH
$150.00
$150.00
$150.00
$150.00
$200.00
$200.00
6
Common Excavation (P)
7.070
CY 1
$3.27
$23,118.90
$3.27
$23,118.90
$1.35
$9,544.50
7
Topsoil Stripping (P)
15,260
CY
$1.15
$17,549.00
$1A5
$17,549.00
$1.30
$19,838.00
8
Class 5 Aggregate Base (7")
3.300
TON
$10.871
$35,871.00
$11.00
$36,300.00
$9.74
$32,142.00
9
Mill Bituminous Surface
25
SY
$5.73
$143.25
$16.00
$400.00
$7.00
$175.00
10
Type LV 4 Wearing Course Mixture (C)
1,190
TON
$32.73
$38,948.70
$37.30
$44,387.00
$35.35
$42.066.50
11
Type LV 3 Non -Wearing Course Mixture (B)
1,480
TON
$41,884.00
$31.20
$46,176.00
$28.50
$42,180.00
12
Bituminous Material For Tack Coat
550
GAL
_$28.30
$1.00
$550.00
$1.90
$1.045.00
$1.60 ____$880.00
13
Must Valve Box
34
EACH 1
$87.00
$2,958.00
$105.00
$3.570.00
$275.001
$9,350.00
14
lAdjust Frame & Ring Casting
16
EACH
$160.00
$2,560.00
$105.00
$1,680.00
$350.00
$5,600.00
15
1 Raise Ex. Manhole (w/ Barrel Sections)
6
VF
$135.00
$810.00
$143.00
$858.00
$600.00
$3,600.00
16
Raise Ex. Valve Box
I
VF
$70.00
$70.00
$263.00
$263.00
$275.00
$275.00
17
Raise Ex. Hydrant (11' Hydrant Extension)
I
EACH
$340.00
$340.00
$525.00
$525.00
$350.00
$350.00.
18
Stamped Concfete Sidewalk (Al")
1.700
SY
_$55.00
$93.500.00
$57.75
$98.175.00
$61.40
$104,380.00
19
Stamped Concrete Sidewalk (6")
150
SY
$60.00
$9.000.00
$63.00
$9,450.00
$71.30
$10,695.00
20
Construct Pedestrian Curb Ramp
6
EACH
$200.00
$1,200.00
$470.00
$2,820.00
$500-00
$3,000.00
21
lConcrete Median (W)
470
SY
$28.50
$13.395.00
$30.00
$14.100.00
$33.50
$15,745.00
22
JConcfete Curb & Gutter Design 8618
5,600
LF
$7.00
$39.200.00
$7.35
$41,160.00
$8.00
$44,800.00
23
6" Concrete Apron / Valley Gutter
250
SY
$29.00
$7.250.00
$30A5
$7,612.50
$33.50
$8,375.00
24
Traffic Control
I
LS
$2,3GO.00
$2,300.00
$2.415.00
$2,415.00
$2.800.00
$2,800.00
25
Sign Panels, Type C
420
SIF
$21.50
$9,030.00
$22.50
$9.450.00
$22.50
$9,450.00
26
Pavement Message (Right Arrow) - Epoxy
24
EACH
$76.00
$1,824.00
$100.00
$2.400.00
$80.00
$1,920.00
27
Pavement Message (Left Arrow) - Epoxy
20
EACH
$76.00
$1,520.00
$100.00
$2,000.00
$80.00
$1,600.00
28
1 Pavement Message (Thru Arrow) - Epoxy
20
EACH
$76.00
$1.520.00
$84.00
$1,680.00
$80.00
$1.600.00
29
14" Solid Line White - Epoxy
3.000
LF
$0.361
$1,080.00
$0.67
$2,010.00
$0.40
$1,200.00
30
17'Solid Line White - Epoxy
450
LF
$1.251
$562.50
$3.68
$1,656.00
$1.30
$585.00
31
24" Stop Line White - Epoxy
185
LF
$2.50
$462.50
$7.40
$1,369.00
$2.55
$471.75
32
Bale Check
30
EACH
$5.00
$160.00
$7.00
$210.00
$4.00
$120.00
33
Silt Fence, Type Machine Sliced
4.500
LF
$1.75
$7,875.00
$1.50
$6.750.00
$2.00
$9,000.00
34
Seeding - Type Lawn Restoration
3
ACRE
$1,500.00
$4,500.00
$485.00
$1,455.00
$380.00
$1.140.00
35
1 Sodding - Type Lawn Restoration
2,250
SY
$2.50
$5.625.00
$2.25
$5.062.50
$2.50
$5,625.00
36
Seeding Mixture - 60B
300
LBS
$2.20
$660.00
$0.01
$3.00
$4.25-
$1,275-00
37
Commercial Fertilizer, 10-10-10
1,500
LBS
$0.25
$375.00
$0.25
$375.00
$0.25
$375.00
38
Hydraulic Soil Stabilizer Type 5
1
TON
$630.00
$630.00 1
$500.001
$500.001
$600.00
$600.00
39
Hydraulic Soil Stabilizer Type 6
3
TON
$630.00
$1,890.001
$800.001
$2,400.00 1
$700.001
$2,100.001
Total - Bid Schedule "A"
$384,873.85 $400,514.90 $404,947.75
shared docshnLwdcipal/aotsegOJ5151ot347bid adiedi-de As BT- 9
Bid Tabdation 5/24/2002
BID TA" ',TION
91st Avenue a aday Avnue
Street and Utility improvements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Bid Schedule "B" - Watermain Landwehr Construction Dennis Fehn Excavating Burschville Construction
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit C o5t
Total Estimated
Cost
40
Connect to Existing WateFmain
1
LS
$980.00
$980.00
$263.00
$263.00
$750.00
$750.00
41
16" Ductile Iron Pipe CI 52
1440
LF
$29M
$41,760.00
$35.60
$51,120.00
$34.75
$50,040.00
42
12" Ductile Iron Pipe CI 52
790
LIF
$21.50
$16,985.00
$26.30
$20,777.00
$27.50
$21,725.00
43
8" Ductile Iron Pipe Cl 52
3425
LF
$15.70
$53,772.50
$19.20
$65,760.00
$21.00
$71.925.00
44
6" Ductile Iron Pipe Cl 52
365
LF
$13.30
$4.854.50
$16A0
$5,986.00
$18.00
$6.570.00
45
Ductile Iron Fittings
11,000
LB
$4.10
$45,100.00
$3.10
$34,100.00
$1.50
$16,500.00
45
16" Butterfly Valve and Box
4
EACH
$1.670.00
$6,680.00
$2,027.00
$8,108.00
$1,750.00
$7,000.00
47
12" Butterfly Valve and Box
2
EACH
$1.140.00
$2,280.00
$1,155.00
$2.310.00
$1.000.001
$2.000.00
48
8" Gate Valve and Box
18
EACH.
$775.00
$13,950.00
$840.00
$15.120.00
$725.00
$13,050.00
49
6" Gate Valve -and Box
17
EACH
$610.00
$10,370.00
$735.00
$12,495.00
$650.00
$11,050.00
50
Hydrant
a
EACH
$2,100.00
$16.800.00
$1,575.00
$12,600.00
$1,500.00
$12,000.00
51
Hydrant Extension
24
LIF
$69.00
.$1.656.00
$19.00
$456.00
$300.00
$7.200.00
52
Salvage and Reinstall 16" Plug
I
EACH
$850.001
$850.00
$263.00
$263.00 1
$500.00
$500.00
53
12" Insulation _ _ _
500
SF
$1.90
$950.00
$0.85
$425.00
$2.501
$1,250.00
!i4
112" DIP CIL 52, Fastite A, Installed by Jacking
and Boring of 20" Steel Casing
230
LF
$155.001
$35,650.00
$124.00
$28,520.00
$169.001
S38,870.00
Total - Bid Schedule -B'
Bid Schedule "C" - Sanitary Sewer
$252,638.00 $258.303.00 $260.430.00
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
55
15" PVC SDR 26 1 6-18'Deep
203
LF
$66.30
$13,458.90
$53.50
$10.860.50
$49.50
$10,048TO-
56
15" PVC SDR 26 18-20'Deep
690
LF
$71.40
$49,266.00
$55.50
$38.295.00
$51.50
$35.535.00
57
12" PVC SDR 26 18-20'Deep
427
LF
$67.60
$28,865.20
$51.501
$21.990.50
$47.50
$20,282.9'0-
58
12" PVC SDR 26 20-22'Deep
110
LF
$74.7(4
$8,217.00
$54.0(
$5,940.00
$49.5(
$5,445.00
59
10" PVC SDR 26 16-18'Deep
20
LF
$60.5(
$1,210.00
$48.0(
$960.00
$43.;(
$870.00
60
10" PVC SDIR 26 18-20' Deep
10
LF
$65.5(
$655.00
$50.0(
$500.00
$45.5(
$455.00
61
10" PVC S DR 26 20-22' Deep
416
LF
$72.6(
$30.201.60
$52.0(
$21,632.00
$47.5(
$19,760.00
62
10" DIP CIL 52, Fastite A, 10-12' Deep
10
LF
$67.3(
$673.00
$50.0(
$500.00
$44.5(
$44&00
63
10" DIP CL 52, Fastite A, 12-14' Deep
9
LF
$71.1(
$639.90
$5ZO(
$468.00
$46.5c
$418.50
64
10" DIP CL 52, Fastite A. 14-16' Deep
10
LIF 1
$71.10,
$711.00
$54.0
$540.00
$48.501
$485.00
65
10- DIP CIL 92, Fastite JI., 16-18' Deep
36
LF
$71.501
$2,574.00
$57.0
$2.052.00
$50.5
$1.818.00
66
10" DIP CIL 52, Fastite A, 18-20' Deep
10
LF
$76.2
$762.00
$60.0
$600.00
$52.5
$525.00
67
10" DIP CIL 52, Fastite A., 20-22' Deep
60
LF
$83.3
$4.998.00
$61.0
$3,660.00
$54.5
$3.270.00
68
8" PVC SDR 35 0-8- Deep
10
LF
$26.00,
$260.00
$13.0
$130.00
$30.50
$305.00
69
6" PVC SDR 35 8-10' Deep
252
LF
$26.0
$6,552.00
$14.51
$3,654.00 1
$32.5
$8,190.00
shated docs/mu�dpaUsotsegorol5lot347bid schadLie.xis BT- 10
Bid Tabulawn
5/24/2002
Bid Schedule "C" - Sanitary Sewer Continued
BID Tt 'XTION
91st Avenue jaday Avnue
Street and Utility Improvements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Landwehr Construction Dennis Fehn Excavating Burschville Construction
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
70
8" PVC SDR 35 10-12' Deep
10
LF
$29.00
$290.00
$16.00
$160.00
$34.50
$345.00
71
6" PVC SDR 35 Service Lateral
360
LF
$19.10
$6,876.00
$38.00
$13,680.00
$12.00
$4,320.00
72
Standard Sanitary Sewer Manhole 0-8' Deep
11
EA
$2.600.00
$28,600.00
$1.680.00
$18.480.00
$3,225.00
$35,475.00
73
Manhole Overdepth
126
VF
$180.00
$22,680.00
$280.00
$35.280.00
$304.00
$38.304.00
74
Outside Drop Connection 0-2'
1
EA
$3.830.00
$3.830.00
$1,000.00
$1,000.00
$600.00
$600.00
75
Extra Depth Outside Drop Connectioin >2'
8
VIF
$230.00
$1,840.00
$70.00
$�60.00
$150.00
$1.200750-
76
Connect to Existing Sanitary Sewer at Manhole
1
EA
$2,060.00
$2,060.00
$500.00
$500.00
$3.000M
$3.000.00
77
6" PVC Riser Pipe
67
VF
$19.10
$1,279.70
$12.00
$804.00
$15.00
$1.005.00
78
11 Yx 6" PVC Wye
2
EA
$205.00
$410.00
$175.00
$350.00
$150.00
$300.00
79
11 2"x 6" PVC Wye
3
EA
$160.00
$480.00
$100.00
$300.00
$100.00
$300.00
80
11 O"x 6" PVC Wye
2
EA
$145.00
$290.00
$70.00
$140.00
$90.00
$180.00
81
18"x 6" PVC Wye
1
EA
$110.00
$110,00
$30.00
$30.00
$45.00
$45.00
82
12" Plug
I
EA
$82.00
$82.06-
$45.00
$45.00
$100.00
$10&00
83
10" Plug
2
EA
$76.00
$152.00
$35.00
$70.00
$90.00
$180.00
84
6" Plug
9
EA
$69.00
$621.00
$5.00,
$45.00
$25.00
$225.00
85
10" DIP CL 52, Fastite A, Installed by Jacking
and Boring of 18" Steel Casing
260
ILF
$192.00J
$49,920.00
$160.0
$41,600.00
$400.001
$53,300.00
86
Televise Sanitary Sewer
2533
ILF I
$0.6q
$1.519.801
$0.7q
$1.899.75
$6.950.00
1
$2,026.401
Total - Bid Schedule "C"
Bid Schedule "D" - Storm Sewer
$270,084.10 $226,725.75 $248,757.90
Item
No.
I Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
87
42" RC Pipe Apron
1
EACH
$915.00
$915.00
$1,160.00
$1,160.00
$1,100.00
$1,100.00
88
36" RC Pipe Apron
I
EACH
$800.00
$800.00
$1,022.00
$1.022.00
$850.00
$850.00
89
45" x 73" RC Arch Pipe Apron wl Dropwall
1
EACH.
$2,480.0C
$2,480.00
$1,957.00
$1, , 957.00
$3,600.00
$3.600.00
90
15" RC Pipe Sewer Design 3006 CL V (all depths
80
LF
$28.4C
$2,272.00
$23.00
$1.840.00
$23.00
$1,840.00
91
18" RC Pipe Sewer Design 3006 CL III (all depth
48
LF
$30.20
$1,449.60
$25.50
$1,224.00
$25.50
$1,224.00
92
121" RG Pipe Sewer Design 3006 CL III (all depths
61
LF
$32.50
$1,982.50
$29.00
$1,769.00
$2&00
$1,708.00
93
27" RC Pipe Sewer Design 3006 CL III (all depths
160
LF
$40.40
$6.464.00
$40.00
$6,400.00
$38.50
$6.160-00
94
30" RC Pipe Sewer Design 3006 CL III (all depths
64 _
LF
$43.901
$2,809.60
$48.50
$3,104.00
$43.00
$2,752.00
95
33" RC Pipe Sewer Design 3006 CL III (all depth
275
LF
$50.0�
$13.750.00
$59M
$16,225.00
$51.00
$14,025.00
96
36" RC Pipe Sewer Design 3006 CIL III (all depths
59
LF
$56.50
$3.333.50
$69.00
$4.071.00
$59.50
$3.510.50
97
42" RC Pipe Sewer Design 3006 CL III (all depths
864
LF
$73.30
$63.331.20
$93.00
$80.352.00
$86.00
$74,304.00
98
48" RC Pipe Sewer Design 3006 CL III (all depths
105
LF
$85.00
$8,925.00
$109.00
$11.445.00
$10000
$10.500.00
99
45" x 73" RC Arch Pipe Sewer CL III (all depths)
651
LF
$142.00
$92,442.00
$1gs.00
$126.945.00
$171.0(
$111,321.00
100
15" Pipe Plug
4
EACH
$230.00
$920.00
$47.00
$188.00
$100.0(
$400.00
101
18" Pipe Plug
2
EACH
$240.001
$480.00
$52.00
$104.00
$125�0(
$250.00
102 42" Pipe Plug
2
EACH
$290.00
$580.00
$136.00
$272.00 ,
$200,OC
$400.001
103
145" x 73" RCPA 45* Bend
2
EACH
$2,320.00
$4.640.00
$3,440.00
$6.880.00
$3,475.00
$6.950.00
1
104
145" x 73" RCPA 35' Bend
I
EACH
$2.320.00
$2,320.00
$3,440.001
$3,440.00
$3.475.001
shared docshnuNdpaUaotsegorol5/o(347bid schedUe)ds BT- 11
Bid Tabulation 5/24/2002
BID T11"" ATION
91st Avenue uaday Avnue
Street and Uti..., improvements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Rid Rr-hprijilp "n" - c;tnrm Rpwpr r.nnti-iPfl
Item
No.
Description
Estimated
Numberof
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
105
Connect to Existing Storm Sewer
1
EACH
$930.00
$930.00
$263.00
$263.00
$1,000.00
$1,000.00
106
Construct Draingage Structure Design 48" 4020
3
EACH
$1.590.00
$4.770.00
$1,050.00
$3,150.00
$1.400.00
$4,200.00
107
Construct Draingage Structure Design 66" 4020
2
EACH
$2,300.0(
$4.600.00
$2,457.0(
$4.914.00
$2,850.0(
$5,700.00
108
Construct Draingage Structure Design 72" 4020
1
EACH
$2.380.0(
$2,380.00
$2,760.0(
$2,760.00
$2.850.0(
$2,850.00
109
Construct Draingage Structure Design 78" 4020
2
EACH
$3,260.0(
$6,520.00
$4,053.0(
$8,106.00
$3.850�0(
$7.700.00
110
Construct Draingage Structure Design 84" 4020
1
EACH
$4.515.0(
$4,515.00
$5,150.0(
$5,150.00
$4,425.00
$4,425.00
111
Construct Dfaingage Structure Design 90" 4020
0
EACH
$0.0(
$0.00
$0.0c
$0.0c
$0,0(
$0.00
112
Construct Draingage Structure Design 96" 4020
1
EACH
$4,370.00
$4,370.00
$5.061.00
$5,061.00
$6,450.00
$6,450.00
113
Construct Draingage Structure Design 120" 4020
1
EACH
$7,310.00
$7,310.00 1
$10.122.00
$10.122.00 1
$10,500.00
$ 10 !, 5 0 0 W 00
114
Random RipRap Class 111
100
CY
$89.00
$8,900.00
$35.00
$3,500�00 1
$70.00
$7,000.00
115
Random RipRap Class IV
40
CY
$91.00
$3,640.00
$35.00
$1.400.001
$'A
Total - Bid Schedule "D"
$257,829.40
$312,824.00
$296.994.50
SUMMARY OF BIDDING
TOTAL BID SCHEDULE 'A'
$384,873.85
$400,514.90
$404,947.75
TOTAL BID SCHEDULE "B'
$252,638.00
$258.303.00
$260,430.00
TOTAL BID SCHEDULE 'C'
$270,084.10
$226,725.75
$248,757.90
TOTAL BID SCHEDULE "D"
$257,829.40
$312.824.00
$296,994.50
$1,165,425.35
$1,198,367.65
$1,211,130.15
Shared d0C&WK�1C1PaUa0t5e90ffi1510t347Ud Schedule,)ds BT - 12
bid Tabulabon
5124/2002
RESOLUTION NO.
RESOLUTION ORDERING PREPARATION
OF PLANS AND SPECIFICATIONS
WHEREAS, a resolution of the city council adopted the 28t" Day of May, 2002,
ordering Hakanson Anderson Associates to prepare Plans and Specifications on the
proposed improvement of 85 th Street from CSAH 39 to approximately 1100 feet east
including excavation, aggregate base, curb and gutter, bituminous surfacing, water,
sewer and drainage improvements.
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF
OTSEGO, MINNESOTA:
1. Such improvement is hereby ordered as proposed in the Feasibility Report
dated September 2001, and in the council resolution adopted the 24th day of September
2001 and as presented at a public hearing on October 22, 2001.
2. Hakanson Anderson Associates, Inc. is hereby designated as the
engineer for this improvement, and are hereby directed and authorized to prepare plans
and specifications for the making of such improvement.
Adopted by the council this 28th day of May 2002.
Larry Fournier, Mayor
Judy Hudson, Clerk
G:\MunicipaMOTSEGO\350\ct35ORESordering Plans.doc
Hakanson
Anderson
Assoc., Inc.
May 22, 2002
Honorable Mayor and Council
City of Otsego
8899 Nashua Avenue NE
Otsego, N1N 55330
Item 7.1
3601 Thurston Avenue, Suite 101, Anoka, MN 55303
Phone:763/427-5860 Fax:763/427-0520
Re: Cost Estimate and Estimated Assessment for Parrish Avenue Neighborhood Sewer and
Water Extension
Dear Mayor and City Council:
As requested, we have determined a cost estimate for extending water and sewer service to the
flood prone area of Parrish Avenue.
Extension of water and sewer starts at the north end of Otsego Waterfront West and follows the
proposed location of future Quaday Avenue (see Sheet 1). This area along future Quaday
Avenue is guided for commercial and high density residential, which requires larger water and
sewer lines. Also a city well is planned in this area so the water line is slated to be 16" in
diameter. These are additional costs not required to serve the Parrish Avenue neighborhood but
is included in the cost. Reimbursement to the Parrish Avenue neighborhood would not be
realized until those commercial and high density areas are developed and the City drills the
proposed well.
The cost estimate on pages 3, 4 and 5 (Exhibit A) show the total estimated cost of construction
including oversizing for future developments and City trunk needs. No easement costs are
included.
Pages 6 and 7 (Exhibit B) show the cost estimates of the portions which will be reimbursable
either by future developments or by the City WAC fund.
Pages 8 and 9 (Exhibit Q show cost per front foot to be assessed. All front footage in flood
prone areas were included (developed and undeveloped). Exhibit C. I on Page 8 shows a total
estimated estimated cost of approximately $900,000 divided against approximately 6000 front
feet gives approximately $150 per front foot. Exhibit C.2 shows the estimated reimbursement to
the assessment when development occurs. This is estimated at approximately $365,000. Exhibit
C.3 shows 3 scenarios involving the assessment and future development. Scenario A is a worst
case scenario where no future development occurs (highly unlikely). Scenario B is a best case
scenario (also highly unlikely due to the limitations of sanitary sewer treatment) where future
development occurs concurrent with the extension of sewer and water to the Parrish Avenue
flood prone area.
Civil &Municipal
GAMuiiicipaRA0TSEG0\71 I\ot7l I hmcc.doc Engineering 25
Land Surveyingfor
Item 7.1
Scenario C (most likely case) shows cost breakdowns for the assessment in the event future
development occurs 5 years into the assessment. Sheets 2 through 5 at the end of this report
show improvements, which this cost estimate includes. A lift station is required to serve this low
area.
It should be noted, bringing water and sewer to this area does not alleviate the problems with
access or the east dike. Also even if City water and sewer is provided, the east dike is improved
to meet codes and CSAH 42 is reconstructed to a higher elevation, the area will still experience
flooding issues due to the high permeability of the soils in this area.
Sincerely,
Hakanson Anderson Associates, Inc.
Rona'ld 16Vagner,
RJW:dlc
Attachments
cc: Mike Robertson, Administrator
Judy Hudson, Clerk
Andy MacArthur, City Attorney
Dan Licht, City Planner
G:\Municipal�AOTSEGO\71 I \ot7l I hnimdoc
Hakanson
Anderson
Assoc., Inc.
FEASIBILITY STUDY 5/22/2002
EXHIBIT B
COST PAID BY COMMERCIAL HIGH DENSITY RESIDENTIAL ACREAGE
City of Otsego, Improvement Project No. 02-xx
Water Sewer for Lowlands Area on North
End of CSAH 42
Bid Schedule "B" - Watermain
Item
No.
Description
Estimated
Number of
Units Unit
Unit Price
Estimated Cost
1
Connect to Existing Watermain
1 LS
$350.00
$350.00
2
16" Ductile Iron Pipe Cl 52
3050 LF
$32.00
$97,600.00
3
12" Ductile Iron Pipe Cl 52
85 LF
$28.00
$2,380.00
4
8" Ductile Iron Pipe C1 52
700 LF
$26.00
$18,200.00
5
6" Ductile Iron Pipe Cl 52
100 LF
$24.00
$2,400.00
—6
Ductile Iron Fittings
16015 LB
$1.35
$21,620.25
7
16" Butterfly Valve and Box
5 EACH
$1,535.00
$7,675.00
8
12" Butterfly Valve and Box
1 EACH
$1,200.00
$1,200.00
9
.8" Gate Valve and Box
EACH
$625.00
10
6" Gate Valve and Box
10 EACH
$455.00
$4,550.00
11
Hydrant
10 EACH
$1,650.00
$16,500.00
12
Hydrant Extension
10 LF
$275.00
$2,750.00
13
1" Corporation Tap
EACH
$82.00
14
1" Curb Box & Stop
EACH
$84.00
15
1 " Copper Service Pipe ( Open Trench)
LF j
$8.00
16
Directional Boring 1 " Copper Service Pipe
LF
$16.00
17
Salvage and Reinstall 16" Plug
1 EACH
$150.00
$150.00
18
2" Insulation
128 SF
$1.00
$128.00
19 land
12" DIP CIL 52, Fastite Jt, Installed by Jacking
Boring of 20" Steel Casing
LF
$ 190.00
Total - Bid Schedule "B" $175,503
Page 6
//HaOl/Shared Docs/municipal/aotsego/347/ot7l1 feasibility -table i.xis 5/22/2002
FEASIBILITY STUDY 5/22/2002
EXHIBIT B
COST PAID BY COMMERCIAL HIGH DENSITY RESIDENTIAL ACREAGE
City of Otsego, Improvement Project No. 02-xx
Water Sewer for Lowlands Area on North
End of CSAH 42
Bid Schedule "C" - Sanitary Sewer
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Estimated Cost
20
12" PVC SDR 26 12-14' Deep
250
LF
$18.00
4,500.00
21
12" PVC SDR 26 14-16'Deep
830
LF
$20.00
$
16,600.00
22
12" PVC SDR 26 16-18'Deep
1027
LF
$22.00
$
22,594.00
23
12" PVC SDR 26 18-20'Deep
80
LF
$24.00
__$
1,920.00
24
12" PVC SDR 26 20-22'Deep
900
LF
$26.00
$
23,400.00
25
8" PVC_ SDR 35 0-8'Deep
LF
$15.00
$
-
26
8" PVC SDR 35 8-10'Deep
LF
$17.00
$
27
8" PVC SDR 35 10-12'Deep
LF
$19.00
$
28
8" PVC SDR 35 12-14'Deep
LF
$21.00
$
29
8" PVC SDR 35 14-16'Deep
LF
$23.00
$
30
8" PVC SDR 35 16-18'Deep
LF
$25.00
$
31
8" DIP CL 52, Fastite A, 16-18' Deep
LF
$27.00
$
32
6" PVC SDR 35 Service Lateral
920
LF
$10.00
$
9,200.00
33
4" PVC SDR 35 Service Lateral ( Open Trench)
LF
$9.00
$
-
34
Standard Sanitary ��_ewer Manhole 0-8' Deep
11
EA
$1,500.00
$
16,500.00
35
Manhole Overdepth
93
VF
$120.00
$
11,160.00
36
Outside Drop Conne�t_ion 0-2'
6
EA
$550.00
$
3,300.00
37
Extra Depth Outside Drop Connectioin >2'
60
VF
$195.00
$
11,700.00
38
Connect to Existing Sanitary Sewer
1
EA
$200.00
$
200.00
39
6" PVC Riser Pipe
230
VF
$12.00
$
2,760.00
40
1 2"x 6" PVC Wye
23
EA
$60.00
__�__1,380.00
41
8"x 4" PVC Wye
EA
$50.00
$
42
Directional Boring 4" PE (SDR1 1)Service Line
LF
$25.00
$
43
3" PVC SDR 21, Force Main
LF
$10.00
$
44
5 HP S�anitary Lift Station
EA
$50,000.00
$
45
6" Plug
23
EA
$35.00
$
805.00
46
8" DIP CL 52, Fastite Jt., Installed by Jacking
land Boring of 16" Steel Casing
LF
$16000
�Oi_'.i
$
-
47 _
ITelevise Sanitary Sewer
3087
LF
i 5u �u
$
2,315.25
Total - Bid Schedule "C"
TOTAL - ALL SCHEDULES
Page 7
//HaOl/Shared Docs/municipal/aotsego/347/ot7li feasibility -table lAs
$ 128,334
$303,838
5122/2002
FEASIBILITY STUDY
EXHIBIT A
City of Otsego, Improvement Project No. 02-xx
Water Sewer for Lowlands Area on North
End of CSAH 42
Bid Schedule "A" - Streets
5/22/2002
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Estimated Cost
1
Mobilization
1
LS
$10,000.00
$10,000.00
2
Remove Existing Concrete Curb & Gutter
10
LF
$3.00
$30.00
3
Remove Bituminous Pavement
1,328
SY
$3.50
$4,648 * 00
4
Remove Exisitng 4" & 6" Sidewalk
71
SY
$4.00
$284000
5
Sawing Bit Pavement (Full Depth)
1,054
LF
$2.00
$2,108.00
6
Salvage & Reinstall Sign
10
EACH
$50.00
$500.00
7
Topsoil Stripping (P)
2,115
CY
$3.00
$6,345.00
8
Class 5 Aggregate Base (6")
478
TON
$9.00
$4,302.00
9
Mill Bituminous Surface
14
SY
$8.00
$112.00
10
Type LV 4 Wearing Course Mixture (C)
120
TON
$33.00
$3,960.00
11
Type LV 3 Non -Wearing Course Mixture (B)
160
TON
$31.00
$4,960.00
12
Bituminous Material For Tack Coat
70
GAL
$1.25
$87.50
13
Adjust Valve Box
1
EACH
$150.00
$150.5-0-
14
Adjust Frame & Ring Casting
1
EACH
$200.00
$200.00
15
Concrete Sidewalk (4")
71
SY
$20.00
$1,420.00
16
Concrete Curb & Gutter Design B618
10
LF
$7.00
$70.00
17
Traffic Control
1
LS
$5,000.00
$5,000.00
18
Bale Check
100
EACH
$10.00
$1,000.5-0-
19
Silt Fence, Type Machine Sliced
1,000
LF
$4.00
$4,000.00
20
Seeding - Type Lawn Restoration
3
ACRE
$3,000.00
$9,000.00
21
Seedi - ng Mixture - 60B
300
LBS
$4.75
$1,425.00
22
Commercial Fertilizer, 10-10-10
1,500
LBS
$0.50
$750.5-0-
23
1 Hydraulic-, Soil Stabilizer Type 5
4
TON
$350.00
$1,400.00
.24
JTree Clearing Individual Trees > 4"_,.
60
EACH
$300.00
$18,000.00
Total - Bid Schedule "A" $79,752
Page 3
//HaOl/Shared Docs/municipal/aotsego/347/ot7l1 feasibility -table i.xis 5122/2002
FEASIBILITY STUDY
EXHIBIT A
City of Otsego, Improvement Project No. 02-xx
Water Sewer for Lowlands Area on North
End of CSAH 42
Bid Schedule "B" - Watermain
5/22/2002
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Estimated Cost
25
Connect to Existing Watermain
1
LS
$350.00
$350.00
26
16" D-uctile Iron Pipe Cl 52
3050
LF
$32.00
$97,600.00
27
12" Ductile Iron Pipe Cl 52
220
LF
$28.00
$6,160.00
28
8" Ductile Iron Pipe Cl 52
3630
LF
$26.00
$94,380.00
29
6" Ductile Iron Pipe Cl 52
150
LF
$24.00
$3,600.00
30
Ductile Iron Fittings
16015
LB
$1.35
$21,620.25
31
16" Butterfly Valve and Box
5
EACH
$1,535.00
$7,675.00
32
12" Butterfly Valve and Box
1
EACH
$1,200.00
$1,200.00
33
8" Gate Valve and Box
3
EACH
$625.00
$1,875.00
34
6" Gate Valve and Box
17
EACH
$455.00
$7,735.00
35
Hydrant
17
EACH
$1,650.00
$28,050.00
36
Hydrant Extension
10
LF
$275.00
$2,750.00
37
1" Corporation Tap
47
EACH
$82.00
$3,854.00
38
1 " Curb Box & Stop
47
EACH
$84.00
$3,948.00
39
1" Copper Service Pipe ( Open Trench)
700
LF
$8.00
$5,600.00
7
40
Directional Boring 1" Copper Service Pipe
2300
LF
$16.00
$36,800.00
41
Salvage and Reinstall 16" Plug
1
EACH
$150.00
$150.00
42
2" Insulation
128
SF:L
$1.00
$128.00
112,,
43
DIP CL 52, Fastite Jt., Installed by Jacking
and Boring of 20" Steel Casing
80
LF
190.00
$15,200.00
Total - Bid Schedule "B" $338,675
Page 4
//HaOl/Shared Docs/municipal/aotsego/347/ot7l1 feasibility -table 1.xls 5122/2002
FEASIBILITY STUDY
EXHIBIT A
City of Otsego, Improvement Project No. 02-xx
Water Sewer for Lowlands Area on North
End of CSAH 42
Bid Schedule "C" - Sanitary Sewer
5/22/2002
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Estimated Cost
44
12" PVC SDR 26 12-14'Deep
250
LF
$18.00
$
4,500.00
45
12" PVC SDR 26 14-16'Deep
830
LF
$20.00
$
16,600.00
46
12" PV ' C SDR 26 16-18'Deep
1027
LF
$22.00
$
22,594.00
47
12" PVC SDR 26 18-20'Deep
80
LF
$24.00
$
1,920.00
48
112" PVC SDR 26 2T--22'Deep
900
LF
$26.00
$
23,400.00
49
8" PVC SDR 35 0-8'Deep
680
LF
$15.00
$
10,200.00
50
8" PVC SDR 35 8-10' Deep
1300
LF
$17.00
$
22,100.00
51
8" PVC SDR 35 10-12' Deep
450
LF
$19.00
$
8,550.00
52
8" PVC SDR 35 12-14'Deep
150
LF
$21.00
_$
3,150.00
53
8" PVC SDR 35 14-16' Deep
50
LF
$_23.00
$
1,150.00-
54
8" PVC SDR 35 16-18'Deep
70
LF
$25.00
$
1,750.00
55
8" DIP CL 52, Fastite A, 16-18' Deep
20
LF
$27.00
$
540.00
56
6" PVC SDR 35 Service Lateral
920
LF
$10.00
$
9,200.00
57
4" PVC SDR 35 Service Lateral ( Open Trench)
2350
LF
$9.00
$
21,150.00
58
Standard Sanitary �_ewer Manhole 0-8' Deep
21
EA
$1,500.00
$
31,500.00
59
Manhole Overdepth
108
VF
$120.00
$
12,960.00
60
Outside Drop Connection 0-2'
6
EA
$550.00
$
3,300.00
61
Extra Depth Outside Drop Connectioin >2'
60
VF
$195.00
$
11,700.00
62
Connect to Existing Sanitary Sewer
1
EA
$200.00
_$
200.00
63
6" PVC Riser Pipe
230
VF
$12.00
$
2,760.00
64
12"x 6" PVC Wye
23
EA
$60.00
$
1,380.00
65
8"x 4" PVC Wye
47
EA
$50.00
$
2,350.00
66
Directional Boring 4" PE (SDR1 1)Service Line
1440
LF
$25.00
36,000.00
67
3" PVC - SDR 21, Force Main
1250
LF
$10.00
_$
$
12,500.00
68
5 HP Sanitary Lift Station
1
EA
$50,000.00
$
50,000.0-0
69
6" Plug
23
EA
$35.00
$
805.00
70
8" DIP CL 52, Fastite Jt., Installed by Jacking
and Boring of 16" Steel Casing
80
LF
$160.00
$
12,800.00
71
ITelevise Sanitary Sewer
5887
LF
$0.75
$
4,415.25
Total - Bid Schedule "C" $ 329,474
TOTAL - ALL SCHEDULES $747,901
Page 5
I/HaOl/Shared Docs/municipal/aotsego/347/ot7lI feasibility -table i.xis 5/22/2002
FEASIBILITY STUDY
EXHIBIT C
FINANCIAL SUMMARY
WATER AND SEWER TO SERVE LOWLANDS AREA ON NORTH END OF CSAH 42
City of Otsego
Initial ( Assuming no Assistance from Commercial7-Aigh Dens!
Development)Assessments to Residnetial Properties in Low
11. Land Area:
Sanitary Sewer
Watermain
Street
Estimated Cost of Utility Construction
20% Overhead for construcion contengency,
engineering and legal
Total Project Cost To Be Assessed
Assessment Cost Per Front Foot
(Total Front Footage - 6,940 LF)
IAmount to be Eventivally Paid by Commercial/ High Density
ll. Residential Or City WAC &SAC Fees.
$329.474
$338,675
$79,752
$747.901
$149,580
$897,481
$151 /Front Foot
Estimated Construction Cost of Water & Sewer Facilities to be
Paid by Commercial / High Density Residential From Exhibit 'B"
Water $175,503
Sewer $128,334
Total $303,837
20% Overhead for construcion contengency, engineering and lega $60,767
Total Project Cost to Be Credited to Assessment Fund $364,604
5/22/2002
M71 I ��l -y,, WF 1 S�q
Page 8 5/22/2002
FEASIBILITY STUDY
EXHIBIT C
FINANCIAL SUMMARY
WATER AND SEWER TO SERVE LOWLANDS AREA ON NORTH END OF CSAH 42
City of Otsego
Project Funding Assumption
A. Worst Case- (No Future Comerrcial, HD Residential Development)
TOTAL
TOTAL
TOTAL
PERFRONT
PER FRONT
PERFRONT
FRONT
FOOT
FOOT
FOOT
FOOTAGE
AMOUNT
Assessments for Water Sewer and Streets
Assessments for Water Sewer and Streets
$151
5940
$897,475
Annual
Annual
Annual
Example for 100
Monthly Payment
MonthlyPayment
Monthly Payment
Payment Per
Foot Lot- Monthly
Example for 100 Foot
Per Front Foot
Per Front Foot
Front Foot
Payment
Lot- Annual Payment Total Payout
6.00 Interest Rate %
YEAR
YEAR
YEAR
io Year Assesment Period
lo Year Assesment Period
io Year Assesment Period
1.68
20.53
$168
$2,053 $20,528.29
is Year Assesment Period
1.27
15.56
$127
$1,556 $23,334.97
20 Year Assesment Period
1.08
13.17
$108
$1,317 $26,345.43
B. Best Case- (immediate Future Comerrcial, HD Residential Development)
TOTAL
TOTAL
PERFRONT
PER FRONT
FRONT
FOOT
FOOT
FOOTAGE
AMOUNT
Assessments for Water Sewer and Streets
Assessments for Water Sewer and Streets
$68.13
5940
$404.668
Annual
Annual
Example for 100
Monthly Payment
MonthlyPayment
PaymentPer
FootLot-Manthly
Example for 100 Foot
Per Front Foot
Per Front Foot
Front Foot
Payment
Lot- Annual Payment Total Payout
6.00 Interest Rate %
YEAR
YEAR
io Year Assesment Period
lo Year Assesment Period
0.76
9.26
.$76
$926 $9,256.13
is Year Assesment Period
0.57
7.01
$57
$701 $10,521.65
20 Year Assesment Period
0.49
5.94
$49
$594 $11,879.06
C. Probable Case- (Future Comerrcial, HD Residential Development Occurs in Five (5) Years)
TOTAL
PERFRONT
FRONT
FOOT
FOOTAGE
AMOUNT
Assessments for Water Sewer and Streets
$68.13
5940
$404.668
Annual
Example for 100
Monthly Payment
Payment Per
Foot Lot- Monthly
Example for 100 Foot
s First Five Years
Per Front Foot
Front Foot
Payment
Lot- Annual Payment Total Payout
6.00 Interest Rate %
YEAR
io Year Assesment Period
1.68
20.53
$168
$2,053 $10,264.14
15 Year Assesment Period
1.27
15.56
$127
$1,556 $7,778.32
20 Year Assesment Period
1.08
13.17
$108
$1,317 $6,586.36
Remainder of Finance Period
6.00 Interest Rate %
YEAR
io Year Assesment Period
15 Year Assesment Period
20 Year Assesment Period
Total Period
10 Year Assesment Period
is Year Assesment Period
20 Year Assesment Period
0.76 9.26 $76 $926 $4,628.07
0.57 7.01 $57 $701 $7,014.43
0.49 5.94 $49 $594 $8,909.29
Total Payout $14,892.21
Total Payout $114,792.76
Total Payout $15,495.66
5/22/2002
Page 9 512212002
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70.6
Hakanson
Anderson
Assoc., Inc.
May 28, 2002
Honorable Mayor and City Council
City of Otsego
8899 Nashua Avenue NE
Otsego, MN 55330
ITEM 7.2
3601 Thurston Avenue, Suite 101, Anoka, AAN 55303
Phone:763/427-5860 Fax:763/427-0520
Re: Construction Bids, Quaday Avenue and 91s' Street
City of Otsego Project #02-03
Dear Mayor and City Council:
Bids were received and opened on May 24, 2002, for Construction of Quaday avenue and 9 1
Street. A total of I I bids were received as shown on the attached Bid Tabulation.
Arcon Construction is the low bidder at $1,054,085.50 and is below the Engineer's Estimate of
$1,286,849.00.
Arcon Construction is an underground utility contractor that has successfully completed several
projects within Otsego. (Pheasant Ridge I through 5 and Stonegate Estates 1 and 2)
We recommend Award of the Contract to the low bidder, Arcon Construction, PO Box 159,
43425 Frontage Road, Harris, MN 55032.
Sincerely,
Hakanson Anderson Associates, Inc.
RJW:dlc
Enclosure
cc: Mike Robertson, Administrator
Judy Hudson, City Clerk
Civil & Municipal
G:\Municipal\AOTSEGO\347Not347hmcc.doc Engineering 25
Land Surveyingfor
RESOLUTION NO.
RESOLUTION ACCEPTING BID
WHEREAS, pursuant to an advertisement for bids for the Street and Utility
Improvement of Quaday Avenue and 91't Street, bids were received, opened and
tabulated according to law, and the following bids were received complying with the
advertisement:
Arcon Construction
$1,054,085.50
Kuechle Underground
$1,056,606.76
Barbarossa & Sons
$1,068,067.95
Northdale Construction
$1,098,370.96
Redstone Construction
$1,125,882.75
Dave Perkins Contracting
$1,149,095.50
SR Weidema, Inc.
$1,152,134.45
Randy Kramer Excavating
$1,155,588.20
Landwehr Construction
$1,165,425.35
Dennis Fehn Excavating
$1,198,367.65
Burschville Construction
$1,211,130.15
AND WHEREAS, it appears that Arcon Construction of Harris, Minnesota is the
lowest responsible bidder,
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO
MINNESOTA:
1 . The Mayor and Clerk are hereby authorized and directed to enter into a
contract with Arcon Construction of Harris, Minnesota in the name of the City of Otsego
for Street and Utility Improvement of Quaday Avenue and 91st Street, according to the
plans and specifications therefore approved by the City Council and on file in the office
of the City Clerk.
2. The City Clerk is hereby authorized and directed to return forthwith to all
bidders the bid bonds made with their bids, except that the bid bond of the successful
bidder and the next lowest bidder shall be retained until a contract has been signed.
Adopted by the City Council this
Judy Hudson, Clerk
G:\MunicipaMOTSEGO\347\OT347ResACCEPT 81D.doc
day of 2002.
Larry Fournier, Mayor
Bid Schedule "A" - Streets
BID TABU[ ATION
91st Avenue an lay Avnue
Street and Utilit. rovements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Arcon Construction Kuechle Underground Barbarossa & Sons Northdale Construction
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
1
Mobilization
I
LS
$20,000.00
$20,000.00
$3,500.00
$3.500.00
$30.000.00
$30,000.00
$7,100.00
$7.100.00
2
Remove Culvert
94
LF
$6.00
$564.00
$4.31
$405.14
$3.00
$282.00
$5.00
$470.00
3
Remove Bituminous Pavement
50
SY
$3.00
$150.00
$2.46
$123.00
$5.00,
$250.00
$4.00
$200.00
4
Sawing Bit Pavement (Full Depth)
200
LF
$4.00
$800.00
$1.73
$346.00
$4.00
$800.00
$5.00
$1,000.00
5
Salvage & Reinstall Sign
1
EACH
$120.00
$120.00
$58.00
$58.00
$150.00
$150.00
$150.00
$150.00
6
Common Excavation (P)
7,070
CY
$3.33
$23,543.10
$3.27
$23,118.90
$3.27
$23.118.90
$1.31
$9,261.70
7
Topsoil Stripping (P)
15,260
CY
$1.15
$17,549.00
$1.25
$19,075.00
$1.15
$17,549.00
$1.21
$18.464.60
8
Class 5 Aggregate Base (TJ
3,300
TON
$10.87
$35,871.00
$11.00
$36,300.00
$10.87
$35.871.00
$13.411
$44,253.00
9
Mill Bituminous Surface
25
SY
$5.73
$143.25
$5.73
$143.25
$5.73
$143.25
$6.02
$150.50
10
Type LV 4 Wearing Course Mixture (C)
1,190
TON
$32.73
$38.948.70
$33.00
$39,270.00
$33.00
$39.270.00
$34.37
$40,900.30
11
IType LV 3 Non -Wearing Course Mixture (B)
1,480
TON
$28.30
$41,884.00
$28.00
$41,440.00
$29�00
$42,920.00
$29.72
$43,985.60
12
Bituminous Material For Tack Coat
550
GAL
$1.00
$550.00
$1.00
$550.00
$1.00
$550.00
$1.05
$577.50
13
Adjust Valve Box
34
EACH
$150.00
$5,10uo
$100.001
$3,400.00
$150.00
$5,100.00
$125.00
$4,250.00
14
Adjust Frame & Ring Casting
16
EACH
$300.00
$4.800.00
$150.00
$2,400.00
$200.00
$3.200.00
$150.001
$2,400.00
15
Raise Ex. Manhole (w/ Barrel Sections)
6
VF
$160.00
$960.00
$210.00
$1,260.00
$135.00
$810.00
$163.901
$983.40
16
Raise Ex. Valve Box
1
VF
$150.00
$150.00
$540.00
$540.00
$175�00
$175.00
$154.88
$154.88
17
1 Raise Ex. Hydrant (1' Hydrant Extension)
1
EACH
$285.00
$285.00
$410.00
$410.00
$380.00
$380.00
$416.25
$416.25
18
Stamped Concrete Sidewalk (4")
1,700
SY
$57.00
$96,900.00
$56.00
$95,200.00
$55.00
$93,500.00
$57.75
$98.175.00
19
Stamped Concrete Sidewalk (6")
150
SY
$62.00
$9,300.00
$61.001
$9,150.00
$60.00
$9,000.00
$63.00
$9,450.00
20
Construct Pedestrian Curb Ramp
6
EACH 1
$200.00
$1,200.00
$200.00
$1,200.00
$200.00
$1,200.00
$210.00
$1,260.00
21
Concrete Median (6")
470
SY
$28.50
$13.395.00
$29.00
$13,630.00
$28.50
$13.395.00
$29.931
$14,067.10
22
Concrete Curb & Gutter Design B618
5,600
LF
$7.00
$39,200.00
$7.00
$39.200.00
$7.20
$40,320.00
$7.35
$41.160.00
23
16" Concfete Apron / Valley Gutter
250
SY
$29.00,
$7,250.00
$29.00
$7,250.00_
$29.00
$7,250.00
$30.45
$7,612.50
24
Traffic Control
1
LS
$2,500.001
$2,500.00
$2,300.00
$2.300�00
$2,500.00
$2,500.00
$2.415.00
$2,415.00
25
Sign Panels, Type C
420
SF
$21.50
$9.030.00
$22.00
$9,240.00
$21.50
$9,030.00
$22.58
$9.483.60
26
Pavement Message (Right Arrow) - Epoxy
24
EACH
$76.00
$1.824.00
$76.00
$1.824.00
$55.00
$1,320.00
$79.80
$1,915.20
27
Pavement Message (Left Arrow) - Epoxy
20
EACH
$76.00
$1,520.00
$76.00
$1.520.00
$55.00
$1,100.00
$79.801
$1,596.00
28
Pavement Message (Thru Arrow) - Epoxy
20
EACH
$76.00
$1.520.00
$76.00
$1,520.00
$10.00
$200.00
$79.801
$1,596.00
29
14" Solid Line White - Epoxy
3,000
LF
$0.36
$1'080�00
$0.36
$1,080.00
$0.20
$600.00
$0.38
$1.140.00
30
12" Solid Line White - Epoxy
450
LF
$1.251
$562.50
$1.25
$562.50
$2.00
$900.00
$1.31
$589.50
31
24" Stop Line White - Epoxy
185
LF
$2.50
$462.50
$2.50
$462.50
$6.00
$1,110.00
$2.63
$486.55
32
Bale Check
30
EACH
$5.00
$150.00
$8.00
$240.00
$6.00
$180.00
$6.30
$189.00
33
Silt Fence, Type Machine Sliced
4,500
LF
$1.75
$7,875.00
$1.60
$7,200.00
$2.00
$9,000.00
$2.00
$9.000.00
34
Seeding - Type Lawn Restoration
3
ACRE
$1.500.00
$4,500.00
$800.00
$2,400.00
$360.00
$1,080.00
$378.001
$1.134.00
35
Sodding - Type Lawn Restoration
2,250
SY
$2.50
$5,625.00
$2.00
$4,500.00
$2.30
$5,175.00
$2.42
$5,445.00
36
Seeding Mixture - 60B
300
LBS
$2.20
$660.00
$2.80
$840.00
$4.00
$1,200.00
$4.20
$1.260.00
37
Commercial Fertilizer. 10-10-10
1,500
1 LBS
$0.25
$375.00
$0.25
$375.00
$0.20
$300.00
$0.21
$315.00
38
Hydraulic Soil Stabilizer Type 5
1
TON
$630.00
$630.00
$1,000.00
$1,000.00
$590.00
$590.00
$619.50
$619.50
39
Hydraulic Soil Stabilizer Type 6
3
TON
$630.00
$1,890.00
$1,000.00
$3,000.00
$690.001
$2,070.00
$724.50
$2,173.50
Total - Bid Schedule "A" $398.867.05 $376,033.29 $401,589.15 $385.800.18_
shared docs/muniopaUaotsegorol5/ot347bid schedule As BT- 1
Bid Tabulation 5/24/2002
Bid Schedule "B" - Watermain
BID TAB"' 'TION
91st Avenue ai day Avnue
Street and Utilit, provements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Arcon Construction Kuechle nderground Barbarossa & Sons Northdale r- t v -
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
40
Connect to Existing Watermain
1
LS
$300.00
$300.00
$960.00
$960.00
$950.00
$950+00
$1,000.00
$1,000.00
41
16" Ductile Iron Pipe CI 62
1440
LF
$28.95
$41,688.00
$33.00
$47,520.00
$31.00
$44,640.00
$30.26
$43,574.40
42
12" Ductile Iron Pipe Cl 52
790
LF
$19.55
$15,444.50
$25.00
$19,750.00
$22.00
$17.380.00
$22.78
$17,996.20
43
8" Ductile Iron Pipe CI 52
3425
LF
$17.15
$58,738.75
$16.00
$54.800.00
$17.00
$58,225.00
$18.95
$64,903.75
44
6" Ductile Iron Pipe Cl 52
365
LF
$22.80
.$8.322.00
$19.00
$6,935.00
$16.00
$5,840.00
$14.53
$5.303.45
45
Ductile Iron Fittings
11,000
LB
$1.65
$18,150.00
$1.99
$21,890.00
$1.50
$16,500.00
$2.07
$22,770.00
46
16" Butterfly Valve and Box
4
EACH
$1,425.00
$5,700.00
$1,700.00
$6,800.00
$1.500.00
$6.000.00
$1,284.22
$5,136.88
47
12" Butterfly Valve and Box
2
EACH
$800.00
$1,600.00
$1,100.00
$2,200.00
$850.001
$1,700.00
$746.40
$1,492.80
48
8" Gate Valve and Box
18
EACH
$675.00
$12,150.00
$860.00
$15.480.00
$725.00
$13,050.00
$669.78
$12,056.04
49
6" Gate Valve and Box
17
EACH
$495.00
$8.415.00
$680.00
$11,560.00
$550.00
$9.350.00
$504.70
$8.579+90
50
Hydrant
8
EACH
$1.670.00
$13,360.00
$1,900.00
$15,200.00
$1,900.00
$15,200.00
$1.513.09
$12,104.72
51
Hydrant Extension
24
LF
$285.00
$6.840.00
$240.00
$5,760.00
$350.00
$8,400.00
$506.77
$12,162.48
52
Salvage and Reinstall 16" Plug
1
EACH
10 .00
$100.00
$170.00
$170-00
$200.00
$200.00
$250.00
$250.00'
53
2" Insulation
500 _
SF
$1.40
$700.00
$3.35
$1.675.00
$3.00
$1 500 - 00
$0.94
$470.00
54
12" DIP CL 52, Fastite A, Installed by Jacking
and Boring of 20" Steel Casing
230
LF
eirr nn
-1`17,950.00
$170.001
$39.100.00
$148.010
, $34'040.00
50.23
$34,552.90
Total - Bid Schedule "B"
Bid Schedule "C" - Sanitary Sewer
$229.458.25 $249,800.00 $232,975.00 $242,353.52
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total E51LImated
Cost
55
15" PVC SDR 26 16-18' Deep
203
LF
$61.25
$12,433.75
$28.00
$5,684.00
$39.00
$7,917.00
$49.15
$9,9777�-5
56
15" PVC SDR 26 18-20'Deep
690
LF
$61.25
$42,262.50
$30.00
$20,700.00
$40.00
$27,600.00
$55.81
$38,508.90
57
12" PVC SDR 26 18-20'Deep
427
LF
$60.50
$25,833.50
$27.00
$11,529.00
$37.0(
$15,799.00
$52.09
$22.242.43
58
112" PVC SDR 26 20-22'Deep
110
LF
$60.50
$6.655.00
$29.00
$3,190.00
$38.0(
$4,180.00
$57.42
$6,316.20
59
10" PVC SDR 26 16-18' Deep
20
LF
$55.95
$1,119.00
$22.06-
$440.00
$39.0(
$780.00
$43.32
$866.40
60
10" PVC SDR 26 18-20'Deep
10
LF
$55.95
$559.50
$24.00
$240.00
$40.0(
$400.00
$49.99
$499.90
61
10" PVC SDR 26 20-22' Deep
416
LF
$62.05
$25,812.80
$27.00
$11,232.00
$41.0(
$17,056.00
$55.32
$23,013.12
62
10" DIP CL 52, Fastite Jt., 10-12' Deep
10
LF
$69.10
$691.00
$23.00
$230.00
$43.0(
$430.00
$49.93
$499.30
63
10" DIP CL 52, Fastite Jt., 12-14' Deep
9
LF
$69.101
$621.90
$24.0(
$216.00
$44.0(
$396.00
$49.931
$449.37
64
10" DIP CL 52, Fastite Jt., 14-16' Deep
10
LF
$69AN
$691.00
$26.0(
$260.00
$45.0(
$450.00
$49.931
$499.35'
65
10" DIP CL 52. Fastite Jt., 16-18' Deep
36
LF
$69.10
$2,487.60
$29.0(
$1,044.00
$46.0(
$1,656.00
$56.60
$2.037.60
66
10" DIP CIL 52, Fastite A., 18-20'Deep
10
LF
$69.10
$691.00
$31.0(
$310.00
$47.0(
$470.00
$56M
$566.00
67
68
10" DIP CL 52, Fastite A. 20-22' Deep
8" PVC SDR 35 0-8' Deep
60
10
LF
LF
$69.10
$15.15
$4,146.00
$151.50
$34.00
$14.Oi
$2.040.00
$140.00
$48.00
$19.0c
$2.880.00
$190.00
$61.93
$32.90
$3.715.80
$329.00
69
8" PVC SDIR 35 8-10' Deep
252
LF
$15.15
$3,817.80
$14.001
$3,528.00
$20.001
$5.040.00
$32.90
$8,290-801
shared docs/municipal/aotsegol6l5/01347bid schedule As BT - 2
Bid Tabulabon 5/2412002
Bid Schedule "C" - Sanitary Sewer Continued
BID TA"' 'TION
91st Avenue 2 aday Avnue
Street and Utility improvements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Arcon Construction Kuechle nderground Barbarossa & Sons Northdale Construction
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
70
8" PVC SDR 35 10-12'Deep
10
LF
$15.15
$151.50
$14.00
$140.00
$21.00
$210.00
$33.93
$339.30
71
6" PVC SDR 35 Service Lateral
360
LF
$17.40
$6,264.00
$13.00
$4,680.00
$14.00
$5.040.00
$14.93
$5,374.80
72
Standard Sanitary Sewer Manhole 0-8' Deep
11
EA
$1.910.001
$21,010.00
$2,800.00
$30,800.00
$1,950.00
$21,450.00
$1,540.73
$16,948.03
73
Manhole Overdepth
126
VF
$135.00
$17,010.00
$138.00
$17,388.00
$160.00
$20,160.00
$100.23
$12,628.98
74
Outside Drop Connection 0-2'
1
EA
$960-00
$960.00
$1,200.00
$1,200.00
$1.300.00
$1,300.00
$1,244.95
$1,244.95
75
Extra Depth Outside Drop Connectioin >2'
8_
VF
$65.00
$520.00
$80.00
$640.00
$98.00
$784.00
$135.65
$1.085.20
76
Connect to Existing Sanitary Sewer at Manhole
1
EA
$1,180.00
$1,180.00
$1,600.00
$1,600.00
$1,500.00
$1,500.00
$1,000.00
$1,000.00
77
6" PVC Riser Pipe
67
VF
$17.40
$1,165.80
$13.00
$871.00
$15.00
$1,005.00
$17.37
$1,163.79
78
15"x 6" PVC Wye
2
EA
$185.00
$370.00
$210.00
$420.00
$200.00
$400.00
$293.77
$587.54
79
12"x 6" PVC Wye
3
EA
$125.00
$375.00
$150.00
$450.00
$140.00
$420.00
$243.721
$731.16
80
1 0"x 6" PVC Wye
2
EA
$105.00
$210.00
$133.00
$266.00
$120.00
$240.00
$222.421
$444.84
81
8"x 6" PVC Wye
1
FA
$65.00
$65.00
$89.00
$89.00
$50.00
$50.00
$184.08
$184.08
82
12" Plug
1
EA
$60.00
$60.00
$67.00
$67.00
$40.00
$40.00
$178.75
$178.T5-
83
10" Plug
2
FA
$55.00
$110.00
$62.00
$124.00
$35.00
$70.00
$173.43
$346.86
84
6" Plug
9
EA
$30.00
$270.00
$37.00
$333.00
$15.00
$135.00
$27-13
$244.17
85
10" DIP CL 52, Fastite Jt., Installed by Jacking
land Boring of 18" Steel Casing
1 260
ILF
$180.001
$46,800.00
$200.001
$52,000.00
$142.00
$36,920.00
$188.10
$48,906.00
86
ITelevise Sanitary Sewer
1 2533
ILF
$0.601
$1,519.80
$0.591
$1.494.47
$0.60
$1,519.80
$0.621
$1,570.46
Total - Bid Schedule "C"
Bid Schedule "D" - Storm Sewer
$226,014.95 $173.345.47 $176.487.80 $210,790.48
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
87
42" RC Pipe Apron
1
EACH
$1,085.00
$1,085.00
$1,000.00
$1,000.00
$1,100.00
$1,100.00
$922.07
$922.07
88
36" RC Pipe Apron
1
EACH
$900.00
$900.00
$880.00
$880.00
$980.00
$980.00
$791.08
$791.08
89
45" x 73" RC Arch Pipe Apron w/ Dropwall
I
EACH.
$1,545.00
$1,545.00
$1,900.00
$1.900.00
$1,300.00
$1,300.00
$1.563.94.
$1,563.94
90
15" RC Pipe Sewer Design 3006 CL V (all depths:
80
LF
$29.80
$2,384.00
$25.00
$2,000.00
$23.00
$1,840.00
$23.90
$1,912.00
91
18" RC Pipe Sewer Design 3006 CL III (all depths
48
LF
$31.50
$1.512.00
$27.00
$1.296.00
$24.00
$1,152.00
$25.62
$1,229.76
92
21" RC Pipe Sewer Design 3006 CL III (all depths
61_
LF
$32.50
$1,982.50
$29.00
$1,769.00
$26.00
$1,586.00
$28.09
$1,713.49
93
27" RC Pipe Sewer Design 3006 CL III (all depths
160
LF
$37.45
$5,992.00
$40.00
$6.400.00
$34.00
$5,440.00
$35.35
$5,656.00
94
30" RC Pipe Sewer Design 3006 CIL III (all depths
64
LF
$44.50
$2.848.00
$46.00
$2.944.00
$41.00
$2,624.00
$40.12
$2,567.68
95
33" RC Pipe Sewer Design 3006 CL III (all depths
275
LF
$46.75
$12,856.25
$53.00
$14,575.00
$51.00
$14,025.00
$45.49
$12.509.75
96
36" RC Pipe Sewer Design 3006 CL III (all depths
59
LF
$55.60
$3,280.40
$60.00
$3.540.00
$63.00
$3,717.00
$52.52
$3,098.68
97
42" RC Pipe Sewer Design 3006 CL III (all depth
864
LF
$31.05
$26,827.20
$77.00
$66.528.00
$74�00
$63.936.00
$72.32
$62,484.48
98
48" RC Pipe Sewer Design 3006 CL III (all depths
105
LF
$74.25
$7,796.25
$92.00
$9,660.00
$93.00
$9,765.00
$85.99
$9,028.95
99
45" x 73" RC Arch Pipe Sewer CL III (all depths)
651
LF
$129.15
$84,076.65
$150.00
$97,650.00
$156.00
$101,556.00
$150.66
$98,079.66
100
15" Pipe Plug
4
EACH.
$60.00
$240.00
$89.00
$356.00
$100.00
$400.00
$181.95
$727.80
101
18" Pipe Plug
2
EACH
$65.00
$130.00
$93.00
$186.00 1
$105.00
$210.00
$186.21
$372.42
102
42" Pipe Plug
2
EACH
$140.00
$280.00
$147.00
$294.00
$155.00
$310.00
$339.46
$678.92'
103
45" x 73" RCPA 45' Bend
2
EACH
$2,180.00
$4,360.00
$2,300.00
$4,600.00
$2,200�00
$4,400.00
$2,499.01
$4.998.02
104
45" x 73" RCPA 35' Bend
I
EACHI
$2,180.001
$2.180.00
$2.300.001
$2,300.00
$2.200MI
$2.200.00
$2,499.01
$2,499.01
shared docs/municipaUaotsegcffil5/ot347bid schedule As BT- 3
Bid Tabulation 5/24/2002
Rid Snhpdulp "M - qtnrm.qpwpr rnntiniipd
BID TAr, " WION
91st Avenue � aday Avnue
Street and Wilk, .,nprovements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
A—n r'—fr—ti—
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
105
Connect to Existing Storm Sewer —
1
EACH
$480.00
$480.00
$970.00
$970.00
$950.00
$950.00
$500.00
$500.00
106
Construct Draingage Structure Design 48" 4020
3
EACH
$1,225.00
$3,675.00
$1.500.00
$4,500.00
$1,225.00
$3,675.00
$1.323.47
$3,970.41
107
Construct Draingage Structure Design 66" 4020
2
EACH
$1.985.00
$3,970.00
$2,300.00
$4.600.00
$1.950.0(
$3,900.00
$2,475.58
$4,951.16
108
Construct Draingage Structure Design 72" 4020
1
EACH
$2,315.00
$2,315.00
$2,400.00
$2,400.00
$2,200.0(
$2,200.00
$2,927.97
$2,927.97
109
Construct Draingage Structure Design 78" 4020
2
EACH
$3.130.00
$6.260.00
$3,100.00
$6.200.00
$2,800.0(
$5,600.00
$3,776.40
$7.552.80
110
Construct Draingage Structure Design 84" 4020
1
EACH
$3,965.00
$3,965.00
$3,800.00
$3,800.00
$3,450.00
$3,450.00
$4,103.41
$4,103.41"
111
Construct Draingage Structure Design 90" 4020
0
EACH
$0.00
$0.0c
$0.00
— $0.0c
$0.0c
$0.00
$0.00
$0.01]
112
Construct Draingage Structure Design 96" 4020
1
1 EACH 1
$4.040.001
$4,040.00
$3,600.00
$3,600.00
$4,000.00
$4,000.00
$5,463.93
$5,463.93
113
Construct Draingage Structure Design 120" 4020
1
EACH
$7, 65.00
$7,065.00
$6,200.00
$6.200.00
$6,900.00
$6,90000
$10,723.39
$10.723.39
�Lll 4
Random RipRap Class 111
100
CY
$55.00
$5,500.00
$52.00
$5,200.00
$68.00
$�,800!00
$60.00
$6,000.00
1 115
Random RipRap Class IV
40
CY
$55.00
$2,200�00
$52.00
$2,080.00
$75.00
$3,000.00
$60.00
$2.400.00
Total - Bid Schedule "D"
SUMMARY OF BIDDING
TOTAL BID SCHEDULE "A'
TOTAL BID SCHEDULE "B"
TOTAL BID SCHEDULE "C'
TOTAL BID SCHEDULE "D"
$199,745.25
$398,867.05
$229,458.25
$226,0114.95
$199,745.25
$1.054,085.50
$257,428.00
$376,033.29
$249,800.00
$173,345.47
$257,428.00
$1,056,606.76
$257.016.00
$401,589.16
$232,975.00
$176,487.80
$257,016.00
$1,068,067.96
$259,426.78
$385,800.18
$242,353.52
$210,790.48
$259,426.78
$1,098,370.96_
shared docs/munidpaVaotsegorol5/ot347bid schedule x1s BT - 4
Bid Tabuiation 5/24/2002
Bid Schedule "A" - Streets
BID TAB"' WION
91st Avenue a 3day Avnue
Street and Will, jprovements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Redstone Construction Dave Parkinn Crintrartinn R p W.H.- 1.
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
I
Mobilization
I
LS
$11,369.51
$11,369.51
$15,000.00
$15,000.00
$20,000.00
$20,000.00
$15,000.00
$15,000.00
2
Remove Culvert
94
LF
$5.67
$532.98
$10.00
$940.00
$6.00
$564.00
$8.16
$767.04
3
Remove Bituminous Pavement
50
SY
$2.84
$142.00
$3.00,
$150.00
$1.85
$92.50
$3.06
$153.00
4
Sawing Bit Pavement (Full Depth)
200
LF
$3.00
$600.00
$3.00
$600.00
$2.35
$470.00
$4.08
$816.00
5
Salvage & Reinstall Sign
1
EACH
$125.00
$125.00
$35.00
$35.00
$95.00
$95.00
$306.00
$306.00
6
Common Excavation (P)
7.070
CY
$3.27
$23,118.90
$2.00
$14,140.00
$1.60
$11.312.00
$5.05
$35,703.50
7
Topsoil Stripping (P)
15.260
Cy
$1.15
$17,549.00
$2.00
$30,520.00
$2.00
$30.520.00
$3.32
$50,663.20
8
Class 5 Aggregate Base (7")
3,300
TON
$9.24
$30,492.00
$8.00
$26,400.00
$8.00
$26,400.00
$10.76
$35,508.00
9
Mill Bituminous Surface
25
SY
$6.50
$162.50
$20.00
$500.00
$10.00
$250.00
$5.84
$146.00
10
Type LV 4 Wearing Course Mixture (C)
1,190
TON
$34.35
$40.876.50
$35.00
$41,650.00
$34.35
$40,876.50
$33.38
$39,722.20
11
Type LV 3 Non -Wearing Course Mixture (B)
1,480
TON
$27.50
$40,700.00
$35.00
$51,800.00
$27.50
$40,700.00
$28.87
$42,727.60
12
Bituminous Material For Tack Coat
550
GAL
$1.50
$825.00
$3.00
$1,650.00
$1.50
$825.00
$1.02
$561.00
13
Adjust Valve Box
34
EACH
$94.54
$3.214.36
$75.00
$2,550.00
$77.00
$2.618.00
$175.00
$5.950.00
14
Adjust Frame & Ring Casting
16
EACH
$189�84
$3,037.44
$350.00
$5,600.00
$295.00
$4,720.00
$200.00
$3,200.00
15
Raise Ex. Manhole (wl Barrel Sections)
6
VF
$197.01
$1,182.06
$200.00
$1,200.00
$177.00
$1,062.00
$287.80
$1,726.80
16
Raise Ex. Valve Box
1
VF
$126.86
$126.86
$75.00
$75.00
$180.00
$180.00
$145.00
$145.00
17
Raise Ex. Hydrant (V Hydrant Extension)
1
EACH
$388.37
$388.37
$350.00
$350.00
$382.00
$382.00
$405.00
$405.00
18
Stamped Concrete Sidewalk (4")
1,700
SY
$59.40
$100,980.00
$60.00
$102,000.00
$59.40
$100,980.00
$56-.1-0-
$95,370.00
19
Stamped Concrete Sidewalk (15")
150
SY
$69.30
$10,395.00
$70.00
$10,500.00
$69.30
$10,395.00
$61.20
$9.180.00
20
Construct Pedestrian Curb Ramp
6
EACH
$450.00
$2,700.00
$450.00
$2,700.00
$450.00
$2.700.00
$204.00
$1,224.00
21
Concrete Median (6")
470
SY
$31.50
$14,805.00
$32.00
$15,040.00
$31.50
$14.805.00
$29.07
$13,662.90
22
Concrete Curb & Gutter Design B618
5,600
LF
$7.40
$41.440.00
$7.50
$42,000.00
$7.40
$41.440.00
$7.14
$39,984.00
23
6" Concrete Apron / Valley Gutter
250
SY
$31.50
$7,875.00
$32.00
$8,000.00
$31.50
$7,875.00
$29.58
$7,395.00
24
Traffic Control
1
LS
$3.050.00
$3,050.00
$2.500.00
$2,500.00
$2,300.00
$2,300.00
$2.346.00
$2.346.00
25
Sign Panels, Type C
420
SF
$21.50
$9,030.00
$25.00
$10,500.00
$21.50
$9.030.00
$21.93
$9,210.60
26
Pavement Message. (Right Arrow) - Epoxy
24
EACH
$76.00
$1.824.00
$56.00
$1,344.00
$76.00
$1,824.00
$77.52
$1,860.48
27
Pavement Message (Left Arrow) - Epoxy
20
EACH 1
$76.00
$1,620.00
$56.00
$1,120.00
$76.00
$1,520.00
$77.52
$1.550.40
28
Pavement Message (Thru Arrow) - Epoxy
20
EACH
$76.001
$1,520.00
$11.00
$220.00
$76.00
$1.520.00
$77.52
$1,550.40
29
4" Solid Line White - Epoxy
3.000
LF
$0.36
$1.080.00
$0.25
$750.00
$0.36
$1,080.00
$0.37
$1.110.00
30
12" Solid Line White - Epoxy
450
LF
$1.25
$562.50
$2.50
$1.125.00
$1.30
$585.00
$1.28
$576.00
31
24" Stop Line White - Epoxy
185
LF
$2.50
$462.50
$6.50
$1,202.50
$2.50
$462.50
$2.55
$471.75
32
Bale Check
30
EACH
$6.00
$180.00
$10.00
$300.00
$5.00
$150.00
$5.10
$153.00
33
Silt Fence, Type Machine Sliced
4,500
LF
$1.90
$8,550.00
$2.001
$9.000.00
$1.75
$7,875.00
$1.79
$8,055.00
34
Seeding - Type Lawn Restoration
3
ACRE
$360.00
$1,080.00
$1.200.00
$3,600.00
$1.500.00
$4.500.00
$1,530.00
$4,590.00
35
Sodding - Type Lawn Restoration
2.250
SY
$2.30
$5,175.00
$2.50
$5,625.00
$2.50
$5,625.00
$2.55
$5,737.50
36
Seeding Mixture - 60B
300
LBS
$4.00
$1,200.00
$5.00
$1.500.00
$2.20
$660.00
$2.20
$660.00'
37
Commercial Fertilizer, 10-10-10
1,500
LBS
$0.20
$300.00
$0.50
$750.00
$0.25
$375.00
$0.26
390M
38
Hydraulic Soil Stabilizer Type 5
1
TON
$590.001
$590.00 1
$2,000.00
$2,000.00
$630.001
$630.00
$642.60
$642.601
39
1 Hydraulic Soil Stabilizer Type 6
3
TON
$690.001
$2,070.00 1
$2,000.001
$6,000.00,
$63
$642.601
$1,927.801
Total - Bid Schedule "A"
$390,831.48 $420,936.50
$399,288.50 $441,147.77_
shared docs/muNcipaVaotsegorol5iot347bid schedule �ds BT- 5
Bid Tabulation 5/24/2002
Bid Schedule "B" - Watermain
BIDTAB" "TION
91st Avenue at day Avnue
Street and Utilit), ...,provements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Redstone Construction Dave Perkins Contractinq S.R. Welderna, Inc. Randv Kramer Fxcavatinn
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
40
Connect to Existing Watermain
1
LS
$624.65
$624.65
$1,500.00
$1,500.00
$610.00
$610.00
$600.00
$600.00
41
16" Ductile Iron Pipe Cl 52
1440
LF
$32.79
$47,217.60
$30.00
$43,200.00
$39.65
$57.096.00
$33.27
$47,908.80
42
12" Ductile Iron Pipe Cl 52
790
LF
$27.051
$21,369.50
$23.00
$18,170.00
$31.20
$24,648.00
$23.44
$18,517.60
43
8" Ductile Iron Pipe Cl 52
3425
LF
$16.83
$57.642.75
$17.00
$58,225.00
$27.00
$92,475.00
$15.33
$52,505.25
44
6" Ductile Iron Pipe Cl 52
365
LIF
$17.36
$6,336.40
$18.00
$6,570.00
$27.00
$9,855.00
$14M
$5,409.30
45
Ductile Iron Fittings
11,000
LB
$2.13
$23,430.00
$3.00
$33,000.00
$1.20
$13,200.00
$2.00
$22,000.00
46
16" Butterfly Valve and Box
4
EACH
$2,117.86
$8,471.44
$1.300.00
$5.200.00
$1.482.00
$5,928.00
$1,521.56
$6,086.24
47
12" Butterfly Valve and Box
2
EACH 1
$1,275.97
$2,551.94
$780.001
$1,560.00
$872.001
$1,744.00
$1,120.25
$2.240.50
48
8" Gate Valve and Box
18
EACH
$896.28
$16,133.04
$650.00
$11,700.00
$680M
$12,240.00
$675.82
$12,164.76
49
6" Gate Valve -and -Box
17
EACH
$584.07
$9,929.19
$550.00
$9,350.00
$460.00
$7,820.00
$498.28
$8,470.76
50
Hydrant
8
EACH
$1.932.61
$15,460.88
$1,400.00
$11,200.00
$1,710.00
$13.680.00
$1,744.51
$13,956.08
51
Hydrant Extension
24
LF
$176.57
$4,237.68
$150.00
$3,600.00
$195.00
$4,680,00
$392.251
$9,414.00
52
ISalvage and Reinstall 16" Plug
I
EACH
$124.90
$124.90
$150.00
$150.00
$137.00
$137.00
$200.00
$200.00
53
12" Insulation
500
SF
$2.31,
$1.155.00
$2.001
$1,000.00
$1.60
$800.00
$1.48
$740.00
_,4
112" DIP CL 52, Fastite A, Installed by Jacking
and Bodng of 20" Steel Casing
230
LF
$159.971
$36,793.10
$175.001
$40,250.00
$172.00t
$39,560.00
$16202
$37 264.60
Total - Bid Schedule 'B"
Bid Schedule "C" - Sanitary Sewer
$251.478.07 $244,675.00 $284.473.00 $237.477.89
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost .
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
55
15" PVC SDR 26 16-18'Deep
203
LF
$65.41
$13,278.23
$27.00
$5.481.00
$40.40
$8,201.20
$49.60
$10,068TOF
56
15" PVC SDR 26 18-20'Deep
690
LF
$65.29
$45,050.10
$29.00
$20,010.00
$40.40
$27.876.00
$52.32
$36,100.80
57
12" PVC SDR 26 18-20'Deep
427
LF
$61.12
$26,098.24
$25.00
$10.675.00
$38.10
$16,268.70
$48.62
$20,760.74
58
12" PVC SDR 26 20-22'Deep
110
LIF
$69.30
$7,623.00
$28.00
$3,080.00
$38.10
$4,191.00
$48.621
$5.348.20
59
10" PVC SDR 26 16-18'Deep
20
LF
$51.13
$1.022.60
$20.00
$400.00
$35.65
$713.00
$43.8q
$876.00
60
10" PVC SDR 26 18-20'Deep
10
LIF
$58.68
$586.80
$22.00
$220.00
$35.65
$356.50
$46.5�
$465.20
61
10" PVC SDR 26 20-22'Deep
416
LF
$67.03
$27,884.48
$26.00
$10,816.00
$35.65
$14,830.40
$46.52
$19,352.32
62
10" DIP CL 52, Fastite A, 10-12'Deep
10
LF
$41.78
$417.80
$31.00
$310.00
$54.00
$540,00
$42.07
$420.70
63
10" DIP CIL 52, Fastite, A., 12-14'Deep
9
LF
$39.26
.$353.34
$33.00
$297.00
$54.00
$486.00
$43.07
$387.63
64
110" DIP CL 52, Fastite A., 14-16'Deep
10
LF
$41.781
$417.80
$35.00
$350.00
$54.00
$540.00
$43.93
$439.30
65
10" DIP CL 52, Fastite A, 16-18'Deep
36
LIF
$39.26
$1,413.36
$37.00
$1,332.00
$54.00
$1,944.00
$51.07
$1,838.52
66
10" DIP CL 52, Fastite A, 18-20'Deep
10
LF
$41.78
$417.80
$39.00
$390.00
$54.00
$540.00
$53.79
$537.90
67
10" DIP CL 52, Fastite A., 20-22' Deep
60
LIF
$39.26
$2,355.60
$42.00
$2,520.00
$54.00
$3,240.00
$53.7
$3,227.40
68
8" PVC SDR 35 0-8' Deep
10
LF
$9.73
$97.30
$14.00
$140.00
$20.00
$200.001
$32.421
$324.20
69
8" PVC SDR 35 8-10'Deep
252
LF
$11.07
$2,789.64
$15.00
$3,780.00
$20.00
$5,040.00 1
$32.4�
$8,169.8:F
shared docs/municipal/aotsegorol5lot347bid schaduleAs BT - 6
Bid Tabulawn 5/24/2002
Bid Schedule "C" - Sanitary Sewer Continued
BID TAW " -rION
91st Avenue an Jay Avnue
Street and Utility ....provements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Redstone Construction Dave Parkins Cnintrarfing A R Wel,11-
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
--y
Unit Cost
Total Estimated
Cost
70
8" PVC SDR 35 10-12'Deep
10
LF
$12.75
$127.50
$16.00
$160.00
$20.00
$200.00
$34.03
$3407�0-
71
6" PVC SDR 35 Service Lateral
366-
LF
$10.91
$3,927.60
$18.00
$6,480.00
$22.50
$8.100.00
$13.34
$4,802.40
72
Standard Sanitary Sewer Manhole 0-8' Deep
11
EA
$2,253.59
$24,789.49
$2.400.00
$26,400-00
$2.100.00
$23.100.00
$2,472.95
$27,202.45
73
Manhole Overdepth -
126
VF
$148.40
$18,698.40
$200.00
$25,200.00
$163.50
$20,601.00
$147.80
$18,622.80
74
Outside Drop Connection 0-2'
1 -
EA
$513.01
$513.01
$1,500.00
$1,500M
$1,150.00
$1.150.00
$1,000.00-
$1,000.00
75
Extra Depth Outside Drop Connectioin >2'
8
VF
$256.49
$2,051.92
$150.00
$1.200.00
$66.00
$528.00
$250.00
$2,000.00
76
Connect to Existing Sanitary Sewer at Manhole
1
EA
$2,561.79
$2,561.79
$42,500.00
$42,500.00
$2,440.00
$2,440.00
$600.0
S60000
77
6" PVC Riser Pipe
67
VF
$10.96
$734.32
$28.00
$1.876.00
$8.50
$569.50
$13.34
$893.78
78
11 5"x 6" PVC Wye
2
EA
$282.23
$564.46
$250.00
$500.00
$155.00
$310.00
$211.32
$422.64
79
12"x 6" PVC Wye
3
EA
$224.66
$673.98
$200.001
$600.00
$95.00
$285.00
$159.231
$477.69
80
1 O"x 6" PVC Wye
2
EA
$202.45
$404.90
$200.00
$400.00
$83.00
$166.00
$107.01
$214.02
81
8"x 6" PVC Wye
1
EA
$150.09
$150.09
$150.00
$150.00
$35.00
$35.00
$77.55
$77.55
82
12" Plug
I
EA
$31.52
$31.52
$75.00
$75.00
$45.00
$45.00
$57.15
$57.15
83
10" Plug
2
EA
$26.37
$52.74
$75.00
$150.00
$40.00
$80.00
$51.91
$103.82
84
6" Plug
9
EA
$2.24
$20.16
$25.00
$225M
$11.00
$99.00
$27.27
$245.43
[;:[1
0" DIP CL 52, Fastite A, Installed by Jacking
a . nd Boring of 18" Steel Casing
elevise Sanitary Sewer
260
2533
L
LF
$194.871
$0.591
$50,666.20
$1.494.47
$195.00,
$1.001
$50,700.00
$2.533.00
$198.06
$0.601
$51,480.00
$1,519.80
$197.591
$2.001
$51,373.40
$5,066.00
Total - Bid Schedule "C"
Bid Schedule "D" - Storm Sewer
$237,268.64 $220.450.00 $195,675.10 $221,816.98
Item
No.
I Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit - Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
87
142" RC Pipe Apron
I
EACH
$1.199.02
$1.199.02
$1.005.00
$1,005.00
$917.00
$917.00
$915.10
$915.10
88
136" RC Pipe Apron
I
EACH
$923.22
$923.22
$950.00
$950.00
$583.00
$583.00
$752.90
$752.90
89
145" x 73" RC Arch Pipe Apron wl Dropwall
I
EACH.
$2,848.68
$2.848.68
$1.400.00
$1,400.00
$2,585.00
$2,585.00
$2,228.05 .
$2,228.05
90
15" RC Pipe Sewer Design 3006 CL V (all depths
80
LF
$24.80
$1,984.00
$25.00
$2,000.00
$31.00
$2.480.00
$19.80
$1,584.00
91
18" RC Pipe Sewer Design 3006 CL III (all depth
48
LF
$24.64
$1,182.72
$28.00
$1,344.00
$33.00
$1.584.00
$21.62
$1,037.76
92
21" RC Pipe Sewer Design 3006 CL III (all depths
61
LF
$25.20
$1,537.20
$29.00
$1,769.00
$37.70
$2,299.70
$26.48
$1.615.28
93
27" RC Pipe Sewer Design 3006 CL III (all depths
160
LF
$34.85
$5,576.00
$35.00
$5,600.00
$45.25
$7,240.00
$33.03
$5.284.80
94
30" RC Pipe Sewer Design 3006 CL III (all depths
64
LF
$39.01
$2,496.64
$40.010
$2,560.00
$50.30
$3,219.20
$38.391
$2.456.96
95
33" RC Pipe Sewer Design 3006 CL III (all depths
275
LF
$47.93
$13,180.75
$45.00
$12,375.00
$54.70
$15,042.50
$45.18
$12,424.50
96
36" RC Pipe Sewer Design 3006 CL III (all depth
59
LF
$54.36
$3,207.24
$53.00
$3,127.00
$64.15
$3,784.85
$54.63
$3,223.17
97
42" RC Pipe Sewer Design 3006 CL III (all depth
864
LF
$75.85
$65,534.40
$72.00
$62.208.00
$80.80
$69,811.20
$75.25
$65,016.00
98
48" RC Pipe Sewer Design 3006 CL III (all depths
105
LF
$89.69
$9.417.45
$89.00
$9,345.00
$97.00
$10,185.00
$90.20
$9,471.00
99
45" x 73" RC Arch Pipe Sewer CL III (all depths)
651
LF
$131.41
$85,547.91
$151.00
$98,301.00
$156.40
$101.816.40
$158.75
$103,346.25
100
15" Pipe Plug
4
EACH
$162.70
$650.80
$75.00
$300.00
$88.00
$352.00
$78.6
$314.40
101
18" Pipe Plug
2
EACH
$166.59
$333.18
$75.00
$150.00
$93.00
$186.00
$82.8
$165.60
102
42" Pipe Plug
2
EACH
$268.44
$536.88
$150.00
$300.00
$170.00
$340.00
$219.50
$439.00
103
45" x 73" RCPA 45* Bend
2
EACH
$2,774.71
$5,549.42
$2,500.00
$5,000.00
$2,645.00
$5,290.00
$2.319.04
$4.638.08
104
45" x 73" RCPA 35* Bend
I
EACH
$2,774.691
$2.774.69
$2,500.001
$2,500.00
$2,645.001
$2.645.00
$2.319.041
$2,319.04
Shared docs/municipaVaotsegurol5/ot347bid scnedule.xis BT - 7
Bid Tabulation
5/24/2002
BID TABU' 11TION
91st Avenue an Jay Avnue
Street and Utilit� ,rovements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Riel Rrhpdi da ,n,, - qtn,—i CZ—r r—fint ind
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
105
Connect to Existing Storm Sewer
1
EACH
$506.99
$506.99
$1.500.00
$1.500�00
$945.00
$945.00
$600.00
$600.00
106
Construct Draingage Structure Design 48" 4020
3
EACH
$1,408.46
$4,225.38
$1.400.00
$4,200.00
$1,193.00
$3.579.00
$1,411.-61
$4,234.83
107
lConstruct Draingage Structure Design 66" 4020
2
EACH
$2.404.25
$4,808.50
$2,100.00
$4,200.00
$2,217.00
$4,434.00
$2.275.181
$4,550.36
108
Construct Draingage Structure Design 72" 4020
1
EACH
$2,543.43
$2,543.43
$2,100.00
$2,100.00
$2,217.00
$2,217.00
$2,432.211
$2,432.21
109
Construct Draingage Structure Design 78" 4020
2
EACH
$3,184.09
$6,368.18
$3,500.00
$7.000.00
$2,905.00
$5,810.00
$3.208.081
$6.416.16
110
Construct Draingage Structure Design 84" 4020
1
EACH
$3,760.74
$3,760.74
$4.000.00
$4,000.00
$3,967.00
$3,967.00
$3,950.15
$3.950.15
Ill
Construct Draingage Structure Design 90" 4020
0
EACH
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.0
112
Construct Draingage Structure Design 96" 4020
1
EACH.
$4,000.071
$4,000.07
$9.500.001
$9.500,00
$3,540.00
$3,540.00
$3,753.96
$3.753.96
113
Construct Draingage Structure Design 120" 4020
1 -
EACH
$6,502.67
$6,502.67
$9,800.00
$9,800.00
$7.065.00
$7,065.00
$6.796.00
$6,796.00
Fi-I 4 lRandom
RipRap Class Ill
100
CY
$65.06
$6,506.00
$75.00
$7.500.00
$77.00
$7,700.00
0
$3.700.00
1 115
1 Random RipRap Class IV
40
CY
$65.06
$2,602.401
$75.00
$3,000.00
$77.00
$3.080.001
$37.001
$1,480.00
Total - Bid Schedule "D"
SUMMARY OF BIDDING
TOTAL BID SCHEDULE "A"
TOTAL BID SCHEDULE "B"
TOTAL BID SCHEDULE "C"
TOTAL BID SCHEDULE "D"
$246,304.56
$390,831.48
$251,478.07
$237,268.64
$246,304.56
$1,125,882.75
$263,034.00
$420,936.50
$244,675.00
$220,450.00
$263,034.00
$1,149,095.50
$272,697.85
$399,288.50
$284,473.00
$195,675.10
$272,697.85
$1,152,134.45
$255.145.56
$"1.147.77
$237,477.89
$221,816.98
$255,145.56
$1,155,588.20
shal-ed docsJm"apaUao1seqor615/ot347bid1 schedule.xis BT- 8
Bid Tabulation 5124/2002
BID TAB" ' TION
91st Avenue ai iday Avnue
Street and Utilit) ...�provements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Bid Schedule "A" - Streets Landwehr Construction Dennis Fehn Excavatina Burschville Construction
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Extension
Unit Price
Extension
Unit Price
Extension
1
Mobilization
1
LS
$14,400.00
$14,400.00
$9,200.00
$9,200.00
$10,000.00
$10,000.00
2
Remove Culvert
94
LF
$13.00
$1,222.00
$10.00
$940.00
$10.00
$940.00
3
Remove Bituminous Pavement
50
SY
$3.00
$150.00
$6.00
$300.00
$3.00
$150.00
4
Sawing Bit Pavement (Full Depth)
200
LF
$3.00
$600.00
$5.00
$1,000.00
$4.00
$800.00
5
Salvage & Reinstall Sign
1
EACH
$150.00
$150.00
$150.00
$150.00
$200.00
$200.00
6
Common Excavation (P)
7.070
CY
$3.27
$23,118.90
$3.27
$23,118.90
$1.35
$9,544.50
7
Topsoil Stripping (P)
15,260
Cy
$1.15
$17,549.00
$1.15
$17,549.00
$1.30
$19,838.00
8
Class 5 Aggregate Base (7")
3.300
TON
$10.87
$35,871.00
$11.00
$36,300.00
$9.74
$32,142.00
9
Mill Bituminous Surface
25
SY
$5.73
$143.25
$16.00
$400.00
$7.00
$175.00
10
1 Type LV 4 Wearing Course Mixture (C)
1,190
TON
$32.73
$38,948.70
$37.30
$44,387.00
$35.35
$42,066.50
11
Type LV 3 Non -Wearing Course Mixture (B)
1,480
TON
$28.30
$41,884.00
$31.20
$46,176.00
$28.50
$42,180.00
12
Bituminous Material For Tack Coat
550
GAL
$1.00
$550.00
$1.90
$1,045.00
$1.60
$880.00
13
Adjust Valve Box
34
EACH
$87.00
$2,958.00
$105.001
$3.570.00
$275.00
$9,350.00
14
Adjust Frame & Ring Casting
16
EACH
$160.00
$2,560.00
$105.00
$1,680.00
$350.00
$5,600.00
15
Raise Ex. Manhole (w/ Barrel Sections)
6
VF
$135.00
$810.00
$143.00
$858.00
$600.00
$3,600.00
16
Raise Ex. Valve Box
I
VF
$70.00
$70.00
$263.00
$263.00
$275.00
$275.00
17
1 Raise Ex. Hydrant (V Hydrant Extension)
1
EACH
$340.00
$340.00
$525.00
$525.00
$350.00
$350.00
18
Stamped Concrete Sidewalk (4")
1,700
SY
$55.001
$93.500.00
$57.75
$98,175.00
$61.40
$104.380.00
19
Stamped Concrete Sidewalk (W)
150
SY
$60.00
$9.000.00
$63.00
$9,450.00
$71.30
$10,695.00
20
Construct Pedestrian Curb Ramp
6
EACH
$200.00
$1,200.00
$470.00
$2,820.00
$500.00
$3,000.00
21
Concrete Median (6")
470
SY
$28.50
$13.395.00
$30.00
$14.100.00
$33.50
$15.745.00
22
Concrete Curb & Gutter Design B618
5,600
LF
$7.00
$39,200.00
$7.35
$41,160.00
$8.00
$44.800.00
23
6" Concrete Apron / Valley Gutter
250
SY
$29.00
$7,250.00
$30.45
$7,612.50
$33.50
$8,375.00
24
Traffic Control
I
LS
$2,300.00
$2,300.00
$2,415.00
$2,415.00
$2,800.00
$2,800.00
25
Sign Panels, Type C
420
SF
$21.50
$9,030.00
$22.50
$9,450.00
$22.50
$9.450.00
26
Pavement Message (Right Arrow) - Epoxy
24
EACH
$76.00
$1,824.00
$100.00
$2,400.00
$80.00
$1,920.00
27
Pavement Message (Left Arrow) - Epoxy
20
EACH
$76.00
$1,520.00
$100.00
$2,000.00
$80.00
$1,600.00
28
-Pavernent Message (Thru Arrow) - Epoxy
20
EACH
$76.00
$1,520.00
$84.00
$1,680.00
$80.00
$1,600.00
29
14" Solid Line White - Epoxy
3,000
LF
$0.36
$1,080.00
$0.67
$2,010.00
$0.40
$1.200.00
30
12" Solid Line White - Epoxy
450
LF
$1.25
$562.50
$3.68
$1.656.00
$1.30
$585.00
31
24" Stop Line White - Epoxy
185
LF
$2.50
$462.50
$7.40
$1,369.00
$2.55
$471.75
32
Bale Check
30
EACH
$5.00
$150.00
$7.00
$210.00
$4.00
$120.00
33
Silt Fence, Type Machine Sliced
4.500
LF
$1.75
$7,875.00
$1.50---
$6,750.00
$2.00
$9,000.00
34
Seeding - Type Lawn Restoration
3
ACRE
$1,500.00
$4,500.00
$485.00
$1.455.00
$380.00
$1.140.00
35
Sodding - Type Lawn Restoration
2.250
SY
$2.50
$5,625.00
$2.25
$5,062.50
$2.50
$5,625.00
36
Seeding Mixture - 60B
300
LBS
$2.20
$660.00
$0.01
$3.00
$4.25
$1,275.00
37
Commercial Fertilizer, 110-10-110
1,500
LBS
$0.25
$375.00
$0.26
$375.00
$0.25
$375.00
38
Hydraulic Soil Stabilizer Type 5
1
TON
$630.001
$630.00
$500.00
$500.00
$600.00,
$600.00
39
Hydraulic Soil Stabilizer Type 6
3
TON
$630.001
$1,890.00
$800.001
$2,400.00
$700.001
$2,100.00
Total - Bid Schedule "A"
$384,873.85 $400,514.90 $404.947.75
shared docs/municipat/aotsego/515/ot347bid schedule XIS BT- 9
Bid Tabulabon 5/24/2002
BID TAB"' "TION
91st Avenue ai iday Avnue
Street and Utilit, -,.jprovements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Bid Schedule "B" - Watermain Landwehr Construction Dennis Fehn Excavatino Surschvillp Cnnqtr"rt1nn
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
40
Connect to Existing Watermain
1
LS
$980.00
$980.00
$263-00
$263.00
$750.00
$750.00
41
16" Ductile Iron Pipe Cl 52
1440
LF
$29.00
$41,760.00
$35.50
$51,120.00
$34.75
$50,040.00
42
12" Ductile Iron Pipe Cl 52
790
LF
$21.50
$16,985.00
$26.30
$20,777.00
$27.50
$21,725.00
43
8" Ductile Iron Pipe Cl 52
3425
LF
$15.70
$53,772.50
$19.2U
$65,760.00
$21.00
$71.925.0 0
44
6" Ductile Iron Pipe Cl 52
365
LF
$13.30
$4,854�50
$16.40
$5,986.00
$18.00
$6,570.00
45
Ductile Iron Fittings
11,000
LB
$4.10
$45,100.00
$3.10
$34,100.00
$1.50
$16,500.00
46
16" Butterfly Valve and Box
4
EACH
$1.670.00
$6,680.00
$2,027.00
$8.108.00
$1,750.00
$7,000.00
47
112" Butterfly Valve and Box
2
EACH
$1,140.001
$2.280.00
$1,155.00
$2,310.00
$1,000.00
$2,000.00
48
8" Gate Valve and Box
18
EACH
$775.001
$13,950.00
$840.00
$15,120.00
$725.00
$13,050.00_
49
6" Gate Valve and Box
17
EACH
$610.00
$10,370.00
$735.OU
$12.495.00
$650.00
$11,050.00
50
Hydrant
8
EACH
$2,100.00
$16,800.00
$1.575.00
$12.600.00
$1,500.00
$12,000.00
51
Hydrant Extension
24
LF
$69.00
$1,656.00
$19.00
$456.00
$300.00
$7,200.00
52
Salvage and Reinstall 16" Plug
1
EACH
$850.00
$850.00
$263.00
$263.00
$500.00
$500.00.
1 53
12" Insulation
500
SF 1
$1.90
$950.00
$0.85
$425.00
$2.50
$1.250.00
54
112" DIP CL 52. Fastite A, Installed by Jacking
and Boring of 20" Steel Casing
230
LF
$155.001
$35,650.00
$124.00
$28.520.00
$169.00
$38,870.00
Total - Bid Schedule "B"
Bid Schedule "C" - Sanitary Sewer
$252,638.00 $258,303.00 $260,430.00
Item
No.
Description
Estimated
Number of
UnIts
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
55
16" PVC SDR 26 16-18'Deep
203
LIF
$66.30
$13.458.90
$53.50
$10,860.50
$49.50
$10,048.50
56
15" PVC SDR 26 16-20'Deep
690
LF
$71.40
$49,266.00
$55.50
$38,295.00
$51.50
$35.535.00
57
12" PVC SDR 26 18-20'Deep
427
LF
$67.60
$28,865.20
$51.50
$21.9W50
$47.50
$20,282.50
58
12" PVC SDR 26 20-22' Deep
110
LF
$74.70
$8,217.00
$54.00
$5�940.00
$49.5C
$5,445.60
59
10" PVC SDR 26 16- 8' Deep
20
LIF
$60.56-
$1,210.00
$48.00
$960.00
$43.60
$870.00
60
10" PVC SDR 26 18-20'Deep
10
LF
$65.50
$655.00
$50.00
$500.00
$45.50
$455.00
61
10" PVC SDR 26 20-22'Deep
416
LF
$72.60
$30,201.60
$52.00
$21,632.00
$47.50
$19.760.00
62
10" DIP CIL 52, Fastite A, 10-12'Deep
10
LF
$67.30
$673.00
$50.00
$500.00
$44.50
$445.00
63
10" DIP CIL 52, Fastite, A, 12-14'Deep
9
LF
$71.101
$639.90
$52.00
$468.00
$46.50
$418.50
64
10" DIP CL �2, Fastite A, 14-16'Deep
_
10
LF
$71.10
$711.00
$54.00
$540.00
$48.5(
$485.00
65
10" DIP CL 52, Fastite A, 16-18'Deep
36
LF
$71.50
$2,574.00
$57.00
$2,052.00
$50.5(
$1.818.00
66
10" DIP CL 52, Fastite A, 18-20'Deep
10
LF
$76.20
$762,00
$60.00
$600.00
$52.5(
$525.00
67
10" DIP CIL 52, Fastite A, 20-22'Deep
60
LF
$83.30
$4.998.00
$61.00
$3.660.00
$54.5(
$3,270.00
68
8" PVC SDR 35 0-8' Deep
10
LF
$26.00
$260.00
$13.00
$130.00
$30.5(
$305.00
69
.8" PVC SDR 35 8-10' Deep
1 252
ILF 1
$26.00,
$6.552.00
$14.50
$3.654.00
$32�5(
$8.190.00
shared docs/municipaVaotsegcMl5/ot347bid schedule.A3 BT- 10
Bid Tabulation 5124/2002
BID TAr- 4LTION
91st Avenue iaday Avnue
Street and Uth,., mprovements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Bid Schedule "C" - Sanitary Sewer Continued Landwehr Construction Dennis Fehn Excavating Burschville Construction
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
70
8" PVC SDR 35 10-12'Deep
10
LF
$29.00
$290.00
$16.00
$160.00
$34.50
$345.00
71
6" PVC SDR 35 Service Lateral
360
LF
$19.10
$6.876.00
$38.00
$13,680.00
$12.00
$4,320.00
72
Standard Sanitary Sewer Manhole 0-8' Deep
I I
EA
$2.600.00
$28.600.00
$1.680.00
$18,480.00
$3,225.00
$35,475.00
73
Manhole Overdepth
126
VF
$180.00
$22.680.00
$280.00
$35,280.00
$304.00
$38,304.00
74
Outside Drop Connection 0-2'
1
EA
$3,830.00
$3.830.00
$1,000.00
$1,000-00
$600.00
$600.00
75
Extra Depth Outside Drop Connectioin >2'
8
VF
$230.00
j1,840.00
$70.00
$560.00
$150.00
$1,200.00
76
Connect to Existing Sanitary Sewer at Manhole
1
EA
$2.060.00
$2,060.00
$500.00
$500.00
$3,000.00
$3,000.00
77
6" PVC Riser Pipe
67
VF
$19.10
$1,279.70
$12.00
$804.00
$15.00
$1,005.00
78
15"x 6" PVC Wye
2
EA
$205.00
$410.00
$175.00
$350.00
$150.00
$300.00
79
11 2"x 6" PVC Wye
3
EA
$160.001
$480.00
$100.00
$300.00
$100.00
$300.00
80
1 O"x 6" PVC Wye
2
EA
$145.00
$290.00
$70.00
------$1-40M
$90.00
$180.00
81
8"x 6" PVC Wye
1
EA
$110.00
$110.00
$30.00
$30.00
$45.00
___$45.00
82
12" Plug
I
EA
$82.00
$82.00
$45.00
$45.00
$100.00
$100.00
83
10" Plug
2
EA
$76.00
$152.00
$35.00
$70.00
$90.00
$180.00
84
6" Plug
9
EA
$69.00
$621.00
$5.00
$45.00
$25.00
$225.00
1 85
10" DIP CL 52, Fastite A., Installed by Jar -king
land Boring of 18" Steel Casing
260
LF
$192.00
$49.920.00
$160.001
$41,600.00
$205.0
$53,300.00
1 86
ITelevise Sanitary Sewer
2533
iLF
$0.60
$1,519.80
$0.751
$1,899.75
$0.8q
$2,02
Total - Bid Schedule "C"
Bid Schedule "D" - Storm Sewer
$270,084.10 $226.725.75 $248,757.90
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
87
42" RC Pipe Apron
1
EACH
$915.00
$915.00
$1.160.00
$1,160.00
$1,100.00
$1,100.00
88
36" RC Pipe Apron
1
EACH
$800.00
$800.00
$1,022.00
$1.022.00
$850,00
$850.00
89
45" x 73" RC Arch Pipe Apron w/ Dropwall
I
EACH.
$2,480.00
$2.480M
$1.957.00
$1,957.00
$3,600.00
$3,600.00
90
-15" RC Pipe Sewer Design 3006 CL V (all depths
80
LF
$28.40
$2,272.00
$23.00
$1,840.00
$23.00
$1,840.00
91
18" RC Pipe Sewer Design 3006 CL Ili (all depths
48
LF
$30.20
$1,449.60
$25.50
$1,224.00
$25.50
$1,224.00
92
21" RC Pipe Sewer Design 3008 CL III (all depths
61
LF
$32.50
$1,982.50
$29.00
$1,769.OU
$28.00
$1,708.00
93
27" RC Pipe Sewer Design 3006 CL III (all depths
160
LF
$40.40
$6,464.00
$40.00
$6,400.00
$38.50
$6,160.00
94
30" RC Pipe Sewer Design 3006 CL III (all depths
64
LF
$43.901
$2,809.60
$48.501
$3,104.00
$43.00
$2,752.00
95
33" RC Pipe Sewer Design 3006 CL III (all depths
275
LF
$50.00
$13,750.00
$59.00
$16.225.00
$51.00
$14.025.00
96
136" RC Pipe Sewer Design 3006 CL III (all depth
59
LF
$56.50
$3,333.50
$69.00
$4,071.00
$59.50
$3,510.50
97
42" RC Pip Sewer Design 3006 CL III (all depths
864
LF
$73.30
$63,331.20
$93.00
$80,352.00
$86.00
$74,304.00
98
48" RC Pipe Sewer Design 3006 CL III (all depths
105
LF
$85.00
$8.925.00
$109.00
$11,445.00
$100.00
$10.500.00
99
45" x 73" RC Arch Pipe Sewer CL III (all depths)
651
LF
$142.00
$92,442.00
$195.00
$126,945.00
$171.0(
$111,321.00
100
15" Pipe Plug
4
EACH
$230.00
MOM
$47.00
$188.00
$100.0(
$400.00
101
18" Pipe Plug
2
EACH
$240.00
$480.00
$52.00
$104.00
$125.0(
$250.00
102
42" Pipe Plug
2
EACH
$290.00
$580.00
$136.00
$272.00
$200.0(
$400.00
103
45" x 73" RCPA 45" Bend
2
EACH
$2,21MOO
$4,640.00
$3.440.00
$6,880.00
$3,475.00
$6,950, .00
r104145"
x 73" RCPA 35* Bend
I
EACH
$2,320.00
$2,320.00
$3.440.00
$3,440.00
$3,475.001
$3,475.00
shared docs/rnunicipaVaotsegorb I 5/ot347bid scheduleAs BT - 11
Bid Tabulation 5/24/2002
BID TAF'- 'kTION
91st Avenue -, aday Avnue
Street and Util,., _nprovements
Project No. 02-03
Bid Date May 24, 2002, 10:00 a.m.
Rid RrhArtilp "n" - Rfn� Rpwpr r.nntimipil
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
Unit Cost
Total Estimated
Cost
105
Connect to Existing Storm Sewef
1
EACH
$930.00
$930.00
$263.00
$263.00
$1.000.00
$1.000.00
106
Construct Draingage Structure Design 48" 4020
3
EACH
$1,590.00
$4.770.00
$1,050.00
$3,150.00
$1.400.00
$4,200.00
107
Construct Draingage Structure Design 66" 4020
2
EACH
$2,300.00
$4,600.00
$2,457.00
$4.914.00
$2,850.0(
$5,700.00
108
Construct Draingage Structure Design 72" 4020
1
EACH.
$2,380.00
$2.380.00
$2.760.00
$2.760.00
$2,850.0(
$2,850.00
109
Construct Draingage Structure Design 78" 4020
2
EACH
$3,260.00
$6.520.00
$4,053.00
$8,106.00
$3,850.0(
$7,700.00
110
Construct Draingage Structure Design 84" 4020
1
EACH
$4,515.00
$4,515.00
$5.150.00
$5,150.00
$4.425.0(
$4.425.00
111
Construct Draingage Structure Design 90" 4020
0
EACH
$0.00
$0.00
$0.00
$0.0c
$0.0c
$0.00
112
Construct Draingage Structure Design 96" 4020
1
EACH
$4,370.00
$4,370.00
$5,061.001
$5,061.00
$6,450.00
$6,450.
113
Construct Draingage Structure Design 120" 4020
1
EACH
$7,310.00
$7,310.00
$10.122.00
$10,122.00 1
$10,500.00
$10,500.00
1
114
Random RipRap Class 111
100
CY
$89.0
$8,900.00
$35.001
$3.500.00 1
$70.00
$7.000.00
115
Random RipRap Class IV
40
CY
$91.001
$3.640.001
$35.001
$1,400.00 1
$70.00
$2.800 00
Total - Bid Schedule "D"
$257,829.40
$312,824.00
$296,994.50
SUMMARY OF BIDDING
TOTAL BID SCHEDULE "A"
$384,873.85
$400,514.90
$404,947.75
TOTAL BID SCHEDULE "B"
$252,638.00
$258,303.00
$260.430.00
TOTAL BID SCHEDULE "C"
$270,084.10
$226,725.75
$248,757.90
TOTAL BID SCHEDULE "D"
$257,829.40
$312,824.00
$296,994.50
$1.165,425.35
$1,198,367.65
$1,211,130.15
shared docs/municipaL/aotsegorol5lot347bid schedule.ids BT- 12
Bid Tabula6on 5/24/2002
I -
Michael C Couri-
Andrew J. MacAr(hur
Robert T. Ruppe--
David R. Wendorf
*A Uo licemed Ln 11&w�f
--AW licaued Ln CalVbntia
May 21, 2002
Stacy Woods
Attorney at Law
Jensen & Sondrall, PA
8525 Edinbrook Crossing
Suite 201
Brooklyn Park, NIN 55443
COUN & MACARTHUR
Aitorneys at Law
705 Central A venue Eavt
PO Box 369
St. Michael, MN55376-0369
(763) 497-1930
(763) 497-2599 (FAX)
couriandmacarthurigWbox. com
VIA FACSIMILE AND
U.S. MAIL
RE: City of Otsego- WATERFRONT- LandCor Construction, Inc.
Dear Ms. Woods:
Please find enclosed herein for your review an edited version of the proposed ,
Developer's Agreement for the WATERFRONT Development in the City of Otsego.
Also enclosed you will find proposed exhibits setting forth the scope of the City project
as well as the proposed assessment amount, estimated to be 1.8 million dollars.
As we have discussed over the telephone, the City's primary concern in this Agreement is
that the City have enough security to cover the project costs until assessed. The majority
of the changes proposed are filling in blanks and small language revisions. You will note
that I have revised some sections to include individual lot owners as responsible parties
or the Developer. In reviewing the project with the City Engineer it appears that there
will be no public improvements constructed by your client, and that all private
improvements, landscaping etc. should properly be the responsibility of the individual lot
owners. Therefore, it makes more sense to place most of the escrow items into separate
agreements with each property owner.
I would also note that several of the proposed exhibits to this Agreement, including the
final plat and site plan for the development have not yet been provided by your client.
Further, one of the exhibits to be attached relates to the estimated bond payments and city
cash flow necessary to serve that debt. This exhibit has not yet been done since the
decision on the amount to bond for is not normally made until the bids have been
received. As I previously indicated, the bids are due on Friday and will be available for
Letter to Attorney Woods
May 21, 2002
Page 2
review at the next City Council meeting next Tuesday. It is possible that these bids could
reduce your client's required Letter of Credit.
Please review the proposed changes and exhibits and let me know if you have any
comments or questions. Changes and deletions have been indicated by underlining and
strike -outs.
ZVery ly-yours
dre 1 ac ur
COURI & MACARTHUR
Encl.
cc: Dan Licht, City Planner
Ron Wagner, City Engineer
City of Otsego
DRAFT - May 8-,21, 2002
DEVELOPMENT AGREEMENT
OTSEGO WATERFRONT ADDITION
THIS AGREEMENT, entered into this — day of 2002, by and among
LANDCOR, INC., a Minnesota Corporation hereinafter referred to as the
"DEVELOPER", and OTSEGO LAND COMPANY, LLC, a Minnesota Limited
Liability Company hereinafter referred to as "OWNER!, and the CITY OF OTSEGO, a
municipal corporation located in Wright County, State of Minnesota, hereinafter referred
to as "CITY".
RECITALS:
WHEREAS, DEVELOPER is the agent of and is acting at the direction of the OWNER
and the OWNER is the fee OWNER of a parcel or parcels of land described in Exhibit
"A", attached hereto and incorporated herein by reference, which parcel or parcels of
land are proposed for development as a subdivision and a Planned Unit Development
("PUD") in the CITY, and which subdivision is intended to bear the name "OTSEGO
WATERFRONT ADDITION" and may sometimes hereinafler be referred to as the
"Subject Property."
WHEREAS, the CITY has rezoned the Subject Property to Planned Unit Development;
and
WHEREAS, the CITY has approved a development stage plan for the property and a
final plan for the commercial planned unit development; and
WHEREAS, the CITY approved on ....................... . ...... ............. .... -May-13.2002 the final plat of
OTSEGO WATERFRONT ADDITION; and
WHEREAS, the CITY approved on i Ap * ri - I ... 8.- 2 ' 0 ' 02 the Planned Unit
Development ("PUD") for the plat OTSEGO WATERFRONT ADDITION; and
WHEREAS, the CITY approved on the development standards for
OTSEGO WATERFRONT ADDITION as submitted by DEVELOPER and Dynamics
Design, dated Aqw4-24,- 2002.
NOW, THEREFORE, in consideration of the premises and mutual promises hereinafter
contained, it is agreed as follows:
1. Approvals.
(a) Conditions of Plat Approval. The CITY hereby approves the
subdivision OTSEGO WATERFRONT ADDITION (the "Plat") on condition that
OWNER and the DEVELOPER, as agent of the OWNER enter into this
Agreement, furnish the security required by it, and record the plat with the Wright
County Recorder or Registrar of titles within one hundred (100) days after the
CITY grants approval of the final plat. Any restfictive covenants for the Subject
Property required by this Agreement and/or the conditions attached to the CITY's
approval shall be submitted to the CITY Attorney for approval and shall be
rec,orded prior to sale of any individual lots within the Plat.
(b) Right to Proceed. Within the Plat or land to be platted, the
DEVELOPER may not grade or otherwise disturb the earth, remove trees, construct
sewer lines, water lines, streets, utilities, public or private improvements, or any
buildings until all the following conditions have been satisfied:
(i) this Agreement has been fully executed by all parties and
filed with the Zoning Administrator;
Q the DEVELOPER and OWNER must be in compliance with
the conditions contained in this Agreement;
(iii) the necessary security required by this Agreement must have
been received by the CITY;
(iv) the DEVELOPER must have initiated and attended a
preconstruction meeting with the CITY Engineer;
(V) the Plat has been recorded-,
(c) the Zoning Administrator must have issued a letter that
DEVELOPER and OWNER are in compliance with all conditions and that the
DEVELOPER may proceed or until such time as approval to commence early
construction is specifically approved by the CITY and the DEVELOPER and
OWNER have entered into a written agreement with the CITY agreeing to fully
compliance with all conditions set forth by CITY staff.
(d) Changes in Official Controls. For two (2) years from the date of
this Agreement, no amendments to the CITY's Comprehensive Plan or official
controls except changes in fees and dedication requirements, shall apply to or
affect the use, development density, lot size, setbacks, lot layout or dedications
of the Plat unless required by state or federal law or agreed to in writing by the
CITY and the OWNER. Thereafter, notwithstanding anything in this Agreement
to the contrary, to the full extent permitted by state law, the CITY may require
compliance with any amendments to the CITY's Comprehensive Plan, official
controls, platting or dedication requirements enacted after the date of this
Agreement.
(e) Development Plans. The approval granted by the CITY requires
that the Plat be developed in accordance with the plans attached to this Agreement
and the conditions stated below. If the plans vary from the written terms of this
Agreement, the written terms shall control. The plans are:
K
Plan A
Final Plat, OTSEGO WATERFRONT
1 2002, prepared by
Oliver & Associates,
ADDITION
dated
.John
Plan B Grading, Drainage, Erosion Control Plan, dated May
13, 2002, prepared by ..................... . ............................................ :John Oliver &
.As.s.qciates...
Plan C Development standards submitted by DEVELOPER and Dynamics
Design, dated Apfil-2�, 2002.
Plan D Development staging plan pFepared by dated
.to be Dreoared.
. ........... I ..... ..............
Plan'C
(a)2. Municipal Improvements. The DEVELOPER hereby requests that the
CITY install and/or modify the necessary sanitary sewer water municipal storm sewer and
streets (the "Municipal Improvements" and/or "Petition Items"). The CITY agrees to
proceed pursuant to Nfinnesota Statute Chapter 429 and to specially assess the cost of
Municipal Improvements to the buildable lots within the Subject Property over a seven-year
period. The DEVELOPER agrees that included as Municipal Improvements will be all
engineering, administrative and legal expenses according the CITY's established fee
schedule incurred by the CITY. Prior to the CITY awarding construction bids for any part
of the Municipal Improvements, the CITY agrees to furnish the DEVELOPER with the
estimated costs of all improvements. It is anticipated that the following Municipal
Improvements for the Subject Property will be included.
(a) Petition for Improvements (Petition Items). The OV;NER
herein petitions the CITY to construct as a part of the CITY's Improvements
Project No . ................. ........................ 2002-03 and/or any other CITY project deemed
appropfiate by the CITY the improvements referred to in Exhibit !� ......... 21"B" and
described herein in generalized language as "Petition Items". Said Exhibit
!E . ....... 11"B" is attached hereto and incorporated herein by reference as though
fully set forth.
(b) Waiver. DEVELOPER and OV;NER waive all right to a public
hearing, any irregularities in proceedings and other statutory rights granted to a
property OWNER under Chapter 429 of Minnesota Statutes, including right of
appeal as the said rights therein granted relate to those Petition Items
improvements described in Exhibit "_""B" hereto, including those that are a
part of Project No. ==z===2002-03, provided the costs of said improvements
are consistent (within 10% of the cost estimates) with the cost estimates as
shown on Exhibit �� ......... !!"C" of this Agreement.
(c) Petition Items. CITY shall construct as part of its CITY
Improvement Project No . .......................... 2002-03 all of the Petition Items as shown
on Exhibit Af ......... ?!"B19 pursuant to its regular methods of making public
improvements. DEVELOPER and OWNER agree that special assessments for
such Petition Items (the "Assessments") may be levied by the CITY, without
DEVELOPER'S or OWNER'S objection or appeal, after construction is
commenced in accordance with Chapter 429 of Minnesota Statutes and that
CITY may recover its costs and expenses (including legal, project management,
administrative and engineering), provided said special assessments shall be
levied in the amount or lesser amount of the respective cost of such Petition
Items. The Assessments shall be payable in equal principal and interest
installments as determined by CITY over a period of )7
years, computing said interest pursuant to CITY standard policies, with the first
installment coming due commensurate with the 2003 assessment for 2004
payable real estate taxes and Special Assessments
3. Payment for Petition Items. The OWNER agrees, in accordance with the
terms of this Agreement, to pay for the Petition Items in the manner set forth herein.
(a) It is anticipated that CITY'S debt service each year during the
referred assessment period for the cost of the Petition Items shown in Exhibit
.......... ".;Ilci that portion of which benefits the Subject Property, will require an
estimated payment from CITY to its bondholders as indicated on Exhihks
"—",Exhibit I'D" attached hereto. It is intended that OWNER shall make (or
cause to be made) sufficient payments of the said special assessments on Subject
Property that CITY'S cash flow will be unaffected by said improvement project.
(b) That OWNER herein agrees that it will actually pay (or cause to be
paid) sufficient amounts of said special assessments each year, if not already
paid in prior years, for properties lying within the plat of the Subject Property to
enable CITY to pay the required debt service payment shown on Exhibits
46 — "'Exhibit "D" when due. To determine the actual amount, as opposed to
the estimated amount, to be paid by the parties, the principal amounts shall be
added to the interest amounts, for the subject improvement project, as shown on
the tax statements for lots lying within the Subject Property less credit for
prepayments made therefor. The OWNER shall post an irrevocable "Letter of
Credit" in the amount of 100% of the Special Assessment. The Letter of Credit
shall be subject to release in accordance with the "Surety Release - Petition
Items" provision set forth in paragraph _I.,,.c below.
(c) If there is a default in payment of any installment of any of the
Assessments on the OWNER'S parcels, the CITY may give written notice of
default to the OWNER, and if the delinquent installment (including penalties and
interest) is not paid within 10 days after the notice, the CITY may draw upon the
defaulting party's surety so that CITY'S cash flow will be unaffected by said
improvement project.
(d) DEVELOPER and OWNER herein agree that they will actually
pay (or cause to be paid) sufficient amounts of said special assessments each
4
year, if not already paid in prior years, for properties lying within the plat of the
Subject Property that is their responsibility as shown on Exhibit " ""Ell to
enable CITY to pay the required debt service payment shown on ;—aid Ex—hibit
when due. To determine the actual amount, as opposed to the estimated amount,
to be paid by OWNER, the assessment amounts shall be added to the interest
amounts, for the subject improvement project, as shown on the tax statements for
lots (including outlots) lying within the Subject Property, less credit for
prepayments made therefor. Any deficiencies in the amount paid by OWNER
for special assessments causing a shortage of funds with which CITY may timely
pay the required debt service payment shall be supplemented with funds
withdrawn by CITY from the OWNER's approved letters of credit, or other
surety furnished to CITY as the case may be. Any of said surety or guaranty of
funds referred to herein that are withdrawn will be used by CITY for payment of
its herein -referred debt service payment when due. Upon OWNER paying the
delinquent special assessments, CITY will repay to the appropriate surety, to the
extent that the delinquent special assessments have been paid, the surety monies
withdrawn, less any costs incurred by CITY in conjunction with the said
delinquent special assessments.
(e) Assignment and/or Transfer of Special Assessments and Surety
Obligations. The special assessments levied for CITY Project No . ................
--------------- 2002-03 or any other CITY project previously levied, or to be levied as a
part of activating previously deferred assessments, if any, against the Subject
Property, or portion thereof, may be assumed by the new purchaser of 'the
Subject Property, or portion thereof, upon the sale or transfer of any fee
OWNERship interest in the Subject Property. OWNER, unless the new
purchaser has submitted its own sureties as allowed, however, shall maintain the
sureties required under Sections 3,h.Apd and — 4 a hereof for the purpose of
guaranteeing CITY cash flow in the eve�t the special assessments are not timely
paid. At such time as a lot has been developed with a building or buildings to
which a Certificate of Occupancy has been issued, or one year's installment of
pro -rated assessments on such a lot have been paid in full, OWNER, or in the
case of a new OWNER, shall be released for that lot, from the security
requirement in Section ---4,g hereof. Said release shall be made pursuant to
Section 4 b hereof If only a portion of the Subject Property is transferred,
the new purchaser may assume the special assessments attributable only to that
portion which is being sold or transferred subject to OWNER maintaining the
surety required in Section 4 of this agreement unt I such time as a building is
constructed thereon and ihe Certificate of Occupancy issued therefor or the
surety is released as provided in Section ......... _4b of this Agreement. In the event
the OWNER wishes to convey a lot(s) and to receive certification that the
assessments therefor have been fully paid, prior to completion of Project No.
................... 2002-03 and the assessment therefor, said party shall providc
cash surety deposit in amount equal to one hundred percent (100%) oF the
estimated special assessments for lots or the lots that the party seeks to convey.
The said surety deposit made by the OWNER for the Petition Items shall be
retained in full until the final project costs and results of said assessments are
5
determined. The CITY, upon receipt of said payment for a particular lot or lots
shall then, upon request, certify within any special assessment search relating to
said lot(s) that such lot(s) have been fully assessed for said Project, pursuant to
this Agreement, and that no further assessments will be made to said lot(s) for
the improvements comprehended or being constructed under Project No
After determination of the final cost of the project is assessed,
the assessment to the extent same is not part of the Special Assessments, shall be
paid out of the said surety deposit and any overage paid by the OWNER will be
returned; if there should be any shortage in the amount paid, the OWNER shall
immediately pay the CITY the difference between the amount previously paid
and the amount of the assessments for the particular lot(s). Payment shall be
made within thirty (30) days of the billing of the OWNER. The CITY may draw
upon any surety deposit made by the OWNER if the OWNER fails to pay the
billed amount within thirty (30) days of said bill.
4. Surety — Petition Items. OWNER shall provide CITY with cash, letter of
credit or other surety, with the f orm of any non-cash surety to be satisfactory to CITY, in
the amount of 100% of the estimated cost of the Petition Items which are to be
constructed as part of Project No. —.200.2.-.0.3.. See calculations below:
Otselzo
Total estimated cost of Petition Items
dollars
for surety calculation purposes
Surety
Requirement ---------------- - ------ S --------- - -----
.. .. .. 91�qp re " me ' n ' t
$1.8 million dollars
(See Exhibit "C")
The said 100% surety is the guarantee referred to earlier in this paragraph that
sufficient revenue is annually produced by the payment of special assessments to enable
CITY to pay the required debt service payment, which debt service payments relates to
the Subject Property development.
DEVELOPER and/or OWNER may request of CITY, and upon verification
of the condition hereinbelow described, CITY shall grant a reduction or release of
the respective party's sureties, as the case may be, as follows:
(a) Security. To ensure compliance with the terms of this Agreement
and construction of all public improvements, the DEVELOPER shall furnish the
CITY with "security" in the amount of S —I.$. ... I .... 8 ...... m ... Ulio. ri, said amount
calculated as follows:
..................................... Site-Gradming;--Erosion....
---------------------------- ----- - - iand.-Sedifnent-Control-and
1,;r,etland PFeteetiefl
---------------------------- -------- --------------- - -- . .......................
,W;224.00
................. . ..... . ............ Storm-Sewer-1-ateral ................................................................................ $-3-3;,64D9;00
Engineering and Suf-,,eying
............ . ...... ................ ..............................................................................
........................................................
---------------- -- -------------------- - ------------ - - ----------------------- _ ------------------------- S ..........................................
See Exhibit "C2"
The issuer and form of the security shall be subject to CITY approval, and shall be
substantially in the form(s) attached hereto as Exhibit -------- ;;"F'. The security shall
be for a term ending June 1, 2003,.and shall be renewed.ygAEj k I
obligations under this A ............. . . .................................... . _y..1 qt ' i a a ' s ' se ' s * s * men ' t
greement have been satisfied. The CITY may draw down
the security for any violation of the terms of this Agreement, or upon receiving
notice of the pending expiration of the security. It shall be the responsibility of the
DEVELOPER to inform the CITY at least thirty (30) days prior to expiration of the
security of the impending expiration and the status of the project relative to the
security and this Agreement. M; ... fer--whatevef---fea-son; ... the --security lapses--pfior--to
complete compliance-witlAhis ... Agreement-; ... the--DE-VE-LOPER ... shall --- irnmediately
pi,eside the CITY with either- an extensien of the seetirity-of-an iffeyeeable4etter--ef
credit --- of --the ... sarne ... arnount .. upon notification--of-the ex-pifatio* If --the ... required
ents are net eernpleted at least thirty (30) days pFiOr- tO the expiration e
ci-rnawky, the CITY rflay alse dfaw-dewfiIn th.e..eve.n.t ... t.hAt ... 4!),y .. p�rig4tion under
* ........... .. ........ .. .
this Aweement or for payment of assessment remains. DEVELOPER s
Apy .. qXpirin ith mable to the CITY in like amo nt at least
I ............................................................................. u
sixty (60) days prior to the expiation of the security. If the security is drawn down
the proceeds shall be used to cure any default. Upon receipt of proof satisfactory to
the CITY that work has been completed and financial obligations to the CITY have
been satisfied, with CITY approval, the security may be reduced from time to time
down to the amount of anywafFarity security fequiFed-by4he-C4T-Y-E-ngineeF-a-nd
based upon estii-,at,s--of�!*he �uakeests-ef4fnpfevements-feqtti Fed te-be�nstfueted,
It-shall.-not-be--reduced-below-this--amo-unt--until--such-time-as--ari-irfevocable--Lettef.-of
Al
. U. waf:ranty as deteffn4ted*y4he CITY Enginee- sharr-VIC
Credit in !he arneunt ef e 11 1,&
posted ..... with .... the CIT Y ..... as ..... set .... forth .... in .... par aaraph .................. of this ..... Agreement:
1. —
Notwithstandi*g ... the ... posting ... of --warr-anty security; ... theremaining obli-zation. The
security shall not be reduced below twenty-ffve-percent--(2-SVo-)-of-the-ac-tua4-c-ost-of
7
all- ... ifnprovements--AD.-be--z-ofvstfue-ted: ....... Said ---twenty ... five ... percent ... (259/4 ... shall ---be
retained until all impFevernents have been eefnpleted, allfli ' ft - een financial ebliga
to ... the ... CITY .... satisfied ... (which .... incItHles ... po�sting ... of warranty ... s-ecurity); ... and .... any
required "as built" plans have been Feceived by the CITY—.pj��g�g! C 15.'Zo) .. Mptij ... th.e
final costs are known and assessed.
........................................ ...... .................................
This security amount shall be submitted to the CITY prior to execution of
the plat and DEVELOPER's Agreement. All administrative and legal fees related to
plan review, drafting of the DEVELOPER's agreement and any other necessary
items shall be paid to the CITY prior to execution of the plat and the
DEVELOPER's Agreement.
This security is separate from other securityrequired--by--any-.ot-hef.-par-agr.aph
of this Agreement. The security for this Agreement shall be an Irrevocable Letter of
Credit in the amount of $ as set forth on Exhibit
64091,
(b) Surety Deficiency. In the event that the respective sureties are
ever utilized and found to be deficient in amount to pay or reimburse the CITY
in total on the OWNER'S parcels, as the case may be, OWNER agrees that upon
being notified by the CITY of such deficiency, the OWNER will pay the said
deficient amount or provide additional surety within fourteen (14) days of the
mailing of said billings. If there should be an overage in the amount of utilized
security CITY will, upon making said determination, refund to the OWNER any
monies or surety which CITY has in its possession, which are in excess of the
surety needed.
(c) Sure!y Reduction and Relative Release. Surety posted by
OWNER may be reduced from time to time under the following circumstances:
(1) When other acceptable sureties are furnished to the CITY
to replace prior sureties, such as the sale of a lot to a new OWNER,
wherein the new OWNER becomes a party to the this Agreement by being
a successor in interest to OWNER, and the new OWNER provides CITY
with an acceptable surety based upon a prorata (per square foot).
(2) ' When, upon closing of sale of any lot to a new OWNER,
payment of one year's installment of special assessment on a prorata (per
square foot) basis to CITY is made.
(3) When a building is completed on any lot within Subject
Property, and one year's of installment of special assessments on a prorata
(per square foot) basis has been paid to CITY, and a Certificate of
Occupancy is issued for that building, the surety shall be released by the
CITY on a prorata (per square foot) of the assessments.
(dl_No reduction shall be made which would result in the surety held
being less than fifteen percent (15%) of the original surety amount for the Petition
Items until the final costs are known and assessed.
(f)Lel_Draw on Expiring Letter of Credit. In the event a surety or other
form of guarantee referred to herein is in the form of irrevocable letter of credit,
which by its terms will become null and void prior to the time at which all
money or obligation of OWNER, is paid or completed, it is agreed that OWNER,
shall provide CITY with a new letter of credit or other surety, acceptable to
CITY, at least days prior to the expiration of the said
expiring Letter of Credit. If a new Letter of Credit is not received as required
above, CITY may declare a default in the terms of this Agreement and thence
draw in part or in total, at CITY'S discretion, upon the expiring Letter of Credit
to avoid the loss of surety for the continued obligation.
5. Street and Traffic Control Signs.
(a) Before the CITY signs the final plat, the DEVELOPER shall pay to
the CITY $ for installation of traffic control signs (stop signs, street
signs, dead-end signs). The said amount was calculated as follows: signs at
$150.00 per sign. Using these funds, the CITY shall purchase and install the street
and traffic control signs.
(b) Street Light Construction. The DEVELOPER shall pay for the
operation and maintenance of the street lights for a period of one (1) year or until
such time as the plat is ninety percent (90%) built out, whichever occurs first. The
first year of operation and maintenance shall not commence until such time as the
final plat is accepted by the CITY and it is formally recorded.
6. DEVELOPER or Lot OWNER Improvements. The DEVELOPER or
individual lot OWNER.agrees that is shall cause to be constructed and installed certain
--------------- - - * ......... * .............
pnvate improvements ("DEVELOPER Improvements") on individual lots within the Plat.
All DEVELOPER Improvements are to be installed at DEVELOPER's sole costs and
expense, including:
(a) Parking areas and common drives
(b) &� !jg.jp� lights
(c) Site grading
(d) Underground utilities (except for utilities within CITY right of way
or..Q.T.K.ea.se.m.e.nO
(e) Setting of lot and block monuments
(0 Construction surveying and staking outside of CITY, County
and MNDOT right of ways-.o.r..C.I.T.Y..eas.e.m.e.i.i.t.s..
9
(g)Constfuc-tion---suFyeyinng --- and .... staking.--out-side---of--4C--l-T-Y-; County ----and
NOMOT right ef wayis-,
(h)fgl__The DEVELOPERPT ... Iot ... O.WNE.R ... shall fully comply with the
Grading, Utility and Erosion Control Plan (Plan =)-.--The--CITY- has--established--ia
fe,L--foF--the-inTac-t--of-the-P4at--tipert-stofm--w-ater--dfairtage-withi*-the--wat,efshed-.-
for Lots I and 2. Block I and Dlans for each s* ed bv CITY Enizineer.
.... . .. .............................. . . ....................................................................... �4!L��._vwqy .......... . ......................... . .............
The fee is based upon engineefing ... studies completed --- by ... the CITYthe CITY
E[igipgq'.s..esfirp.at.e... The established fee for Storm Water Management within the
Plat is: as set forth on Exhibit 11C211.
DEVELOPER Improvements shall be installed in accordance with CITY standards,
ordinances, and the plans furnished to the CITY and approved by the CITY
Engineer. The DEVELOPER or individual lot OWNER shall obtain all necessary
...................................................................
permits before proceeding with construction. The CITY shall provide adequate field
inspection personnel to assure acceptable quality control, which will allow
certification of the construction work. The CITY may, when reasonably required to
do so and at the DEVELOPER's or lot OWNER's expense, have one (1) or more
CITY inspectors and a soil engineer inspect the work. Within thirty (30) days after
the completion of the improvements and before any security is released, the
DEVELOPER or lot OWNER shall supply the CITY with a complete set of
reproducible "as built" plans and two (2) complete sets of blue line "as built" plans
prepared in accordance with CITY standards. Before the security for the completion
of utilities is released, iron monuments shall -be installed in accordance with
Minnesota Statutes 505.02. The DEVELOPER's surveyor shall submit a written
notice to the CITY certifying that the monuments are installed.
7. CITY Engineering Administration and Construction Observation, And
Legal And Administrative Fees Escrow. The DEVELOPER o.r I.ot..OWNER.5hall pay a
fee for consulting engineering administration. CITY engineering administration will include
monitoring of construction, observation, consultation with DEVELOPER or lot OWNER
and their engineer on status or problems regarding the project, monitoring during the
warranty period and processing of requests for reduction in security. Fees for this service
shall be three percent (3%) of the estimated construction cost of the improvements to be
inspected, assuming normal construction and project scheduling. The DEVELOPERorJot
OWNER shall pay for construction observation performed by the CITY's consulting
engineer. Construction observation shall include part or full time inspection of public
improvements and will be billed on hourly rates estimated to be five percent (5%) of the
estimated construction cost of the improvements to be inspected. In the event of prolonged
construction or unusual problems, the CITY will notify the DEVELOPER or ' I ' o * t * 0 " W ' NE * R
of anticipated cost overruns for administration and observation services. The escrow account
shall include estimated fees for Administrative and Legal expenses and Signs and shall be
established at the time that improvements are commenced. No further use of the lots within
the plat may commence or continue until escrow in an amount approved by the CITY is
posted with the CITY.
H
The escrow amount shall be submitted to the CITY at the time that further
development within the plat is undertaken ef at the date that the defeFment gFanted
her-ein--terminat,es;.-whichever--is .. sooner. All administrative and legal fees related to
plan review, drafting of the ' any DEVELOPER's agreement and any other necessary
items shall be paid to the CITY prior to execution of the plat and DEVELOPER's
Agreement. Any amounts not utilized from this escrow fund shall be returned to the
DEVELOPER or lot OWNER when all improvements have been completed, all
..........................................
financial obligations to the CITY satisfied, and any required "as built" plans have
been received by the CITY.
The escrow set forth in this Paragraph is separate and distinct from escrow
established under any other portion of this Agreement. An estimate of the proposed
escrow is set forth. The estimate is based upon current engineering and fee
projections and is a minimum estimate.
ESCROW (CASH)
Legal service (1% of
CITY Administration (1% of
CITY Construction Administration and Utility
and Street Inspection ( 8% of
.......... . ..... $ ............................... -
—To be deterMined at
. .............................. ----------- - ----
time of development.
... To be determined a
I.i.m.e..of.d.evel.opMent,
................... $ .................................
-T , o ' b * e — det , er , m * i , n , e * d I— at
tme..of.d.eyel.ogment,
Trunk Water and Sewer Access Fees
1. Trunk Sewer (SAC) To be determined at
time of development.
2. Trunk Water (WAQ To be determined at
time of development.
Trunk Storm Water Management To be determined at
Impact Fees time of development.
and Trail Dedication Fee
Street and Traffic Control Signs
Signs x $150.00/ Sign) .........................................................
S
... To be determined a
.P.m.e..of.development.
TOTAL ESCROW- CASH
—$140.000.00
........... ..... . .........
8. Grading, Landscaping and Drainage. The OWNER or lot OWNER_shall be
responsible for grading, landscaping and storm water management as more fully set forth in
this Agreement. In furtherance of this obligation of the DEVELOPER or lot OWNER:
......................................
(a) The DEVELOPER or lot OWNER ** shall submit to the CITY for
----- - ------------- - - ''
approval�-pfior-to.-or-at--tht--time-the-deferment--pefiod-,ends a Landscaping Plan. Said
plan shall be reviewed and approved by the CITY and thereafter the DEVELOPER
gdqLQ R. -shall be responsible for full and complete implementation of the
plan. In order to insure compliance with the Plan, DEVELOPER shall submit to the
CITY security to insure implementation of the Plan in an amount, term and form
to be determined by the CITY. Security for landscaping shall be an Irrevocable
Letter of Credit in the -am- ount-o-f-S .. . ................................. an amount to be determined at
.fime ... of..d.eve1.0D.m.e.nt, Said secuHty may be used to cure any deficiency in the
Landscape Plan, and to insure any warranties required by the CITY. If the
landscaping is not timely completed, the CITY may enter the lot, perform the work,
and apply the security toward the cost.
Upon satisfactory completion of the landscaping, the security, without
interest and less any draw made by the CITY, shall be returned to the DEVELOPER
or I * p ' t _* 0 ' WNE * R " o ' r " any other person who established the security for the benefit of
the CITY. The DEVELOPER, or OWNER of each lot providing any trees, grass,
seed, and sod shall maintain said plantings and warrant them to remain alive, of
12
good quality and disease free for twelve (12) months after planting. Any
replacement shall be warranted for twelve (12) months from the time of planting.
The DEVELOPER or OWNERs shall post security, as set forth above, to the CITY
to secure these warranties.
In the event that the CITY Planner determines that landscaping issues are
4..�gp ... lot& -a
. .. .. .... ........ . .....
separate Aweement shall be executed by the CITY and the individual lot OWNER
��qjpgfQqh.5pecific landscapi uirements for that lot and establishipg.A.5gcurit
................ ng.p�q ...................................... y.
............... . .... . ............................................... ..........
fQ[JMt)-1eqi-ent-atJo.n.o.f the -Plan.
(b) Erosion Control. After the site is rough graded, but before any
utility construction is commenced or further building permits are issued, the erosion
control plan, Plan B, shall be implemented by the DEVELOPER or lot OWNER
................ * ... * ......... * ... -:-
and inspected and approved by the CITY. If the CITY Engineer determines that it
would be unreasonable to require ftill implementation of the erosion control plan
pirior to utility construction or issuance of certain building permits, he shall state in
writing what construction can take place and what particular building permits can
be issued prior to full implementation. The CITY may impose additional erosion
control requirements if, in the opinion of the CITY Engineer, they would be
beneficial. All areas disturbed by the excavation and backfilling operations shall be
reseeded forthwith after the completion of the work in that area. If the
DEVELOPER o ' r '** I ' ot ... OWNER - does not comply with the erosion control plan and
schedule or any supplementary instructions, the CITY may, with reasonable notice,
take action as it deems appropriate.
(c) Grading Plan. Plat grading shall be in accordance with the grading
plan. Ponds, swales, and ditches shall be constructed on public easements or land
owned by the CITY. Within thirty (30) days after completion of grading and before
any security release, the DEVELOPER.g.r..I.ot..O.WNE.R.shalI provide the CITY with
an "as built" grading plan including certification by a registered land surveyor or
engineer that all ponds, swales, and ditches have been constructed on public
easements, or land owned by the CITY. "As built" plans shall include field -
verified elevations of the following:
(i) Cross sections of ponds
(H) Location and elevations of swales and ditches
(iii) Lot comers
(iv) Occupancy permits shall not be issued until the grading and
drainage plan is certified as set forth above.
(d) The City has established a fee for the impact of the Plat upon storm
water drainage within the watershed. The fee is based upon engineering studies
completed by the City. The established fee for storm water management within the
Plat is S .............................................................. included in the Assessment costs as set forth on
Exhibit �'_C2-
9. Representation and Agreements of DEVELOPER. In addition to the other
terms and conditions set forth in this Agreement and further as an inducement of the CITY's
approval of the engineering specifications and authorization to proceed with construction
pursuant to this Agreement, the DEVELOPER represents, warrants and agrees:
(a)Right of Entry. The DEVELOPER hereby grant to the CITY, its
agents, employees, officers and contractors a right of entry to enter the plat to
perform any and all work and inspections necessary or deemed appropriate by the
CITY during the installation of improvements by DEVELOPER or the CITY, or to
make any necessary corrective actions. Except in emergency situations, as defined
by the CITY, the CITY shall give the DEVELOPER five (5) business days notice
stating the deficiencies and necessary corrections prior to making any corrective
action. Said right of entry shall continue until the CITY finally accepts the
. . nents.
(g) ......... improvements and through.a applicable warranty period
...... . .. ....... ....... .................. ............. . ... ... Py .... .................................. . ... ..............
(b) Time of Performance. The DEVELOPER shall install all
required public improvements by October 15, 2003. The DEVELOPER may,
however, request an extension of time from the CITY. If an extension is granted,
it shall be conditioned upon updating the security posted by the DEVELOPER to
reflect cost increases and the extended completion date.
(c) Pre -Construction Activity. The DEVELOPER or lot OWNER and
its engineer shall schedule a pre -construction meeting with the CITY to review a
proposed schedule for construction of the Development Improvements and
coordinate the schedule with the installation of Municipal Improvements.
(d) Park and Trail Dedication. The DEVELOPER shall pay a cash
contribution of -S -------------------- ------------- $140,000.00 in satisfaction of the CITY's park and
trail dedication requirements. This as fellows.
10. Ownership of Improvements. Upon completion of the work and
construction required by this Agreement, improvements lying within public easements shall
become CITY property without further notice or action.
11. Clean Up. The DEVELOPER shall promptly clean any and all dirt and
debris from streets resulting from construction work by the DEVELOPER, their agents or
assigns.
12. On nd-Gff-Site-4mpr-ov-memefft-sAE-ser-ow4tem"u-rety.--DEVE-LOR-SR
and--OVi-NER.-shall--per.f,orm-all.-on-.and-,off-site-.impfovements.-on- the.-Subject.-Noper-tr-set
forth en Eyhib*t " 91) as ESCF&A' hems. 0"WER-will-pF&vide CITY, as ecen
. idependlent stKet�-fr-efn4be-sufety-desefi6ed-in # a Ye,-with-c-ash,-appfeyed4eiteFef
14
c-redit--or--,Dther--sufety--satisfac-tef--y--to-the-4C-IT-Y .. imhe-sum-af I .................... . ................. which--figtkres
fepfesent 100% E)f the estimated cost ef said EseFew herns. -The said .-fety shail-be-a
guaranty ... to --- CITY --that the ... inst-a-11ation, ---- oo�letimon ... and ... oil-goi*g ... maintenance--of-4-he
Eserew items by DEWLOPER and 0_WNX_-.B1 will be ti qianent
-evements eempleted to IT. Y'S SatkfaetiOfl, efl eF befeFe The
said ... cash-,--k-tter--of--,c-f-,edit--of ... other ... stffety ... fer EscFew4terfts- s**h"'a' ... H ........ b*'e *r'*,-'* 4*"e-a' s e d - - - t i p o n
eertifioate of the Engineer of CITY that sueh items haye been satisfaeterily�4eted
pu-r-suant--te,--t-his--Agreemefit-.-----P,efiodica4ly; ... as payments are--made--by .. OWNER ... fo r --- the
Compketio*--of-poftions 0 f --ti-i-e— pf ej ect .. des-c-ribed--under--LEscfow .. Iterns�' and ... when--4--is
_ X -1
be-reduc-e --fof--tiiat--poftion-ofthe--GViNE-R-"S**project,,which,,has.-been-.fully.-coFnpleted--and
payment rnade theFefeF.
itefn& ... sufeties-sha-11--be---submitted ... by---DE-V-E-L0PER ... fe F .. OV-,rNER,---as
fellews,
12. Otsego
) Further A
&ft—eireements. The DEVELO�iiC ... 0"VPI;FR or Individual Lot
ONWERS pur
. ............... within the Plat shall enter additional agreements as a
iv
condition of approval of ind idual developments which shall incorporate applicable
portions of this Agreement, as well as individual items such as, but not limited to,
.e..5 ... c..r o --- w.._..'s..e .... w ... e.. r. -a- R d- w a -.t ... e. r- -a... v- ... a.i1a___b_..iJ1.i.t_y ha es,.Iandscapi and.ot er matters.
.c _rs ----- ................... ... ng ........... ..... t ................... ......
13. Restrictions. The following restrictions apply to the property and all lots
thereon shall be held, sold and conveyed subject to the following conditions and restrictions
which are for the purpose of protecting the value and desirability of the plat and insuring
that all conditions imposed by the CITY in this Agreement are properly recorded against the
property. Said conditions shall run with the real property and be binding on all parties
having a fight, title or interest in the plat or any part thereof, their heirs, executors,
representatives, successors and assigns: None.
14. Responsibility for Costs.
(a) Except as otherwise specified herein, the DEVELOPER shall pay all
costs incurred by them or the CITY in conjunction with the development of the
plat, including, but not limited to, legal, planning, engineering, and inspection
expenses incurred in connection with development of said plat, the preparation of
this Agreement, and all costs and expenses incurred by the CITY in monitoring and
inspecting development of the plat.
(b) The DEVELOPER shall hold the CITY and its officers and
employees harmless from claims made by itself and third parties for damages
sustained or costs incurred resulting from plat development. The DEVELOPER
shall indemnify the CITY and its officers and employees for all costs, damages or
expenses which the CITY may pay or incur in consequence of such claims,
including attorney's fees.
15
(c) The DEVELOPER shall reimburse the CITY for costs incurred in
the enforcement of this Agreement, including engineering fees, attorney's fees, and
costs and disbursements.
(d) The DEVELOPER shall pay in full all bills submitted to it by the
CITY for obligations incurred under this Agreement within thirty (30) days after
receipt. If the bills are not paid on time, the CITY may halt all plat development
work and construction, including but not limited to the issuance of building permits
for lots which the DEVELOPER may or may not have sold, until all bills are paid
in full. Bills not paid within thirty (30) days shall accrue interest at the rate of
twelve percent (12%) per year.
15. DEVELOPER's Default. In the event of default by the DEVELOPER as
to any of the work to be performed by it hereunder, the CITY may, at its option, perform the
work and the CITY may then draw down the security established in Paragraph 17 to pay for
any work undertaken, provided the DEVELOPER are first given notice of the work in
default, not less than seven (7) days in advance. This notice provision does not apply if the
work performed by the CITY or its contractors is of an emergency nature, as determined at
the sole discretion of the CITY. Should such emergency work be required the CITY will
make all reasonable efforts to notify the DEVELOPER as soon as possible. When the CITY
does any such work, the CITY may, in addition to its other remedies, assess the cost in
whole or in part pursuant to any applicable statutes or ordinances.
(a) Abandonment of Project – Costs and Expenses. In the event the
OWNER should abandon it's proposed development of the Subject Property,
CITY'S costs and expenses for the preparation of the feasibility report, and plans
and specifications and all other costs expended by CITY which are associated
with Project No . .............................. 2002-03 shall be paid by OWNER. Sureties have
been provided as follows:
PURPOSE AMOUNT
Costs associated with preparation $75,000.00
of feasibility report
If the development is abandoned, the CITY may withdraw funds from the
above- re fere nced deposit or surety for the purpose of paying their costs referred to
in this paragraph. The said escrow funds will be released by CITY upon the
OWNER providing satisfactory sureties for the Petition Items referred to in
Exhibit 66—'9."C2". If the surety is inadequate to cover costs actually accrued
by the CITY, DEVELOPER and/or OWNER shall be responsible for
reimbursement to CITY of all such costs above the security.
(b) Claims. In the event that the CITY receives claims from labor,
materialmen, or others that perform work required by this Agreement, and the sums
due them have not been paid, and the laborers, materialmen or others are seeking
payment from the CITY, the DEVELOPER hereby authorizes the CITY to
E.
conunence an interpleader action pursuant to Rule 22, Minnesota Rules of Civil
Procedure for the District Courts, to draw upon the letters of credit in an amount up
to one hundred twenty-five percent (125%) of the claim(s) and deposit the funds in
compliance with the Rule, and upon such deposit, the DEVELOPER shall release,
discharge, and dismiss the CITY from any further proceedings as it pertains to the
letters of credit deposited with the District Court, except that the Court shall retain
jurisdiction to determine attomey fees pursuant to tHs Agreement. In the event that
the DEVELOPER desires to make a cash deposit instead of drawing down the letter
of credit if a claim is made as stated above, they shall immediately notify the CITY
of this intent at the time the claim is made and shall delivery one hundred twenty-
five percent (125%) of the claim to the CITY within ten (10) days of such notice in
the form of cash or certified check.
(c) OWNER to Pay All Costs. It is understood and agreed that
amounts set forth in this Agreement as costs, unless specifically specified as
fixed amounts, are estimated. DEVELOPER and OWNER agree that OWNER
will pay the actual costs, provided the costs are consistent with the feasibility
reports and preliminary cost estimates as determined at the time of assessment
roll, associated with the proposed development together with platting costs,
interest, administrative, engineering and legal costs with respect to their
respective parcels, unless and to the extent same are included in the assessment.
16. Miscellaneous.
(a) The DEVELOPER represents to the CITY that the plat complies
with all CITY, County, metropolitan, state, and federal laws and regulations,
including but not limited to, Subdivision Ordinances, Zoning Ordinances, and
environmental regulations except where specifically excluded by this agreement. If
the CITY determines that the plat does not comply, the CITY may, at its option,
refuse to allow construction or development work in the plat until the
DEVELOPER does comply. Upon the CITY's demand, the DEVELOPER shall
cease work until there is compliance.
(b) Third parties shall have no recourse against the CITY under this
Agreement.
(c) Breach of any of the terms of this Agreement by the DEVELOPER
shall be grounds for denial or revocation of building permits.
(d) If any portion, section, subsection, sentence, clause, paragraph or
phrase of this Agreement is for any reason held invalid, such decision shall not
affect the validity of the remaining portion of this Agreement.
(e) If building permits are issued prior to the completion and acceptance
of public improvements, the DEVELOPER shall assume all liability for the costs
resulting in any delay in completion of public improvements and damage to any
public improvements caused by the CITY, the DEVELOPER, is/her contractors,
17
subcontractors, materialmen, employees, agents, or third parties. No one may
occupy a building for which a building permit is issued on either a temporary or
permanent basis until the streets needed for access have been paved with a
bituminous surface, unless a specific exception is approved by the CITY.
(0 The action or inaction of the CITY shall not constitute a waiver or
amendment to the provisions of this Agreement. To be binding, amendments or
waivers shall be in writing; signed by the parties and approved by written resolution
of the CITY Council. The CITY's failure to promptly take legal action to enforce
this Agreement shall not be a waiver or release.
(g) This Agreement shall run with the land, shall be recorded against the
title to the property, and shall be binding on all parties having any right, title or
interests in the plat or any part thereof, their heirs, successors, and assigns. After
the DEVELOPER has completed the work required of them under this Agreement,
at the DEVELOPER's request, the CITY will execute and deliver to the
DEVELOPER a release or partial release (s) of this Agreement.
(h) The DEVELOPER shall take out and maintain until one (1) year
after the CITY has accepted the public improvements, public liability and property
damage insurance covering personal injury, including death� and any claims for
property damage which may arise out of the DEVELOPER's work or the work of
their subcontractors or by one directly or indirectly employed by any of them.
Limits for bodily injury and death shall not be less than $500,000.00 for one person
and $ 1,000,000.00 for each occurrence; limits for property damage shall be not less
than $200,000.00 for each occurrence. The CITY shall be named as an additional
named insured on said policy, and the DEVELOPER shall file a copy of the
insurance coverage with the CITY prior to the CITY issuing further building
permits.
(i) Each right, power or remedy herein confer -red upon the CITY is
cumulative and in addition to every other right, power or remedy, express or
implied, now or hereafter arising, available to CITY, at law or in equity, or under
any other agreement, and each and every right, power and remedy herein set forth
or otherwise so existing may be exercised from time to time as often and in such
order as may be deemed expedient by the CITY and shall not be a waiver of the
right to exercise at any time thereafter any other right, power or remedy.
0) The DEVELOPER shall pay for all local costs related to drainage
improvements required to complete the construction according to the plans and
conditions that are a part of this Agreement.
(k) Should development of the plat proceed at a pace slower than
anticipated, and for that reason, specific terms of this agreement become onerous or
unduly burdensome to the DEVELOPER, upon his/her application, the CITY will
enter into negotiations regarding those specific terms and shall not unreasonably
withhold consent to appropriate changes in the terms of this Agreement.
W.
0) DEVELOPER shall demonstrate and maintain compliance with the
1991 Wetland Conservation Act.
(m) DEVELOPER shall be responsible for all on site drainage as well
as for any affects that their actions may have on adjoining properties.
Specifically, DEVELOPER shall maintain existing drainage tiles on site, and
shall be responsible for any and all drainage problems related to either the site
drainage tiles or problems with on-site drainage facilities to be constructed in
accordance with this agreement and plat approval.
(n) The DEVELOPER agrees that while the development site is being
graded, an independent testing firm shall test the street section in fill areas so as
to certify that the contractor is achieving 95% of the standard moisture density
relationship of soils except the top three (3) feet of the street section, which shall
be compacted to 100% density. The CITY of Otsego Engineering Department
shall receive a copy of the test.
(o) Separability. In case any one or more of the provisions contained
in this Agreement shall be invalid, illegal or unenforceable in any respect, the
validity, legality and enforceability of the remaining provisions contained herein
and any other application thereof shall not in any way be affected or impaired
thereby.
(p) Notices. Required notices to the DEVELOPER shall be in writing,
and shall be either hand delivered to the DEVELOPER, their employees or agents,
or mailed to the DEVELOPER by registered mail at the following address: Suite
310, 3200 Main Street, Coon Rapids, NIN 55448 . Notice to the CITY shall be in
writing and shall be either hand delivered to the CITY Clerk or Deputy CITY Clerk
at the following address: CITY of Otsego, CITY Hall, 8899 Nashua Avenue NE,
Otsego, MN 55330, Attention: CITY Clerk or Deputy CITY Clerk.
17. Violation of Agreement. If, while the sureties provided pursuant to
Paragraphs _ and of this Agreement are outstanding, a violation of any of the
Covenants or agreements herein contained occurs and such violation is not cured within
thirty (30) days after written notice thereof from CITY to the offending party, the CITY
may draw upon that party's Escrow Items surety and apply the amount so drawn to pay
for said Escrow Items to the extent of surety so provided pursuant to Paragraph _
hereof, and to pay for Petition Items, to the extent of surety provided for Petition Items,
so as to provide the CITY cash flow pursuant to all terms of Paragraph of this
Agreement.
18. Warranty. The DEVELOPER warrants all work required to be performed
by it against poor material and faulty workmanship for a period of one (1) year after its
completion and acceptance by the C4T-Y.—T-he-amount-e&f)ested-war-renty—jec-u�r a"
pub4o-improvernents.-to-be-posted-by--t-he-DE-V-ELOP-ER-shall.-be-in-the-ClTY.
19
afnount-of-& .............................. :-----T-he-amoufAv-ha&-been-deter-mined--by--the-Cl-T Y .. Engineer;
and is based upon the easts ef the raw rnateFials and laber-, A�hieh weuld be neeessffi-y--te
correct-4he .. rfic6t---wfftmon--defic.iefic.ies in ... such publicAmprovem-ent: --- Calc-u4ations .. for -the
19. Maintain Public Property Damaged or Cluttered During
Construction. DEVELOPER and OWNER agree to assume full financial responsibility
for any damage which may occur to public property including, but not limited to, street,
street subbase, base, bituminous surface, curb, utility system including, but not limited to,
watermain, sanitary sewer or stonn sewer when said damage occurs as a result of the
activity which takes place during its respective development of the OTSEGO
WATERFRONT, except for damage caused by CITY, its employees, agents or
contractors. OWNER further agree to pay all costs required to repair the streets and/or
utility systems damaged or cluttered with debris when occurring as a direct or indirect
result of the construction that takes place on the lots within OTSEGO WATERFRONT.
In the event DEVELOPER or OWNER'S fail to maintain or repair the damaged public
property referred to aforesaid, CITY may, upon notifying said party undertake making or
causing it to be repaired or maintained. When CITY undertakes such repair,
DEVELOPER or OWNER shall reimburse CITY for all of its expenses within fourteen
(14) days of its billing to the respective party in which repair was required. If
DEVELOPER or OWNER fail to pay said bill within fourteen (14) days, the Escrow
Items surety shall be responsible for reimbursing CITY therefor.
20. Temporary Easement Right to Install Improvements. DEVELOPER
and OWNER, by signing this Agreement, give the CITY, PFejeet N4anager and it
seleetedCITY e p
................... M and subcontractor's the right of access on
. ................. 0
all of the Subject Property to install the comprehended utility and street improvements
referred to herein. It is anticipated that DEVELOPER will file the plat of OTSEGO
WATERFRONT on or before 1 2002, which plat will permanently
provide right-of-way for the required streets and utilities.
21. Agreement Effect. This Agreement shall be binding and extend to the
respective representatives, heirs, successors and assigns of the parties hereto.
CITY OF OTSEGO
By:
Its: Mayor
And:
Its: City Administrator
By:
Its: Owner
LM
20
Its: Developer
21
STATE OF MINNESOTA
COUNTY OF WRIGHT SS.
CITY OF OTSEGO
On this — day of 1 200, before me personally appeared
Larry Fournier and Mike Robertson to me known to be the persons described in the
foregoing instrument and who did say they are, respectively, the Mayor and City
Administrator of the municipal corporation named therein and that the seal affixed to said
instrument is the corporate seal of said municipal corporation, and that said instrument
was signed and sealed on behalf of said municipal corporation by authority of its City
Council and said Larry Fournier and Mike Robertson acknowledged said instrument to be
the free act and deed of said corporation.
CITY OF OTSEGO
By:
Its: Mayor
By:
Its: CityAdministrator
STATE OF MINNESOTA
COUNTY OF WRIGHT SS.
CITY OF OTSEGO
On this — day of 200, before me personally appeared
and to me known to be the persons described in
the foregoing instrument and who did say they are the general partners of LANDCOR,
INC., and that said instrument was signed on behalf of LANDCOR, INC. by authority of
its Partnership Agreement and said and
acknowledged said instrument to be the free act and deed of said
partnership.
LANDCOR, INC.
By:
Its:
22
STATE OF MINNESOTA
COUNTY OF WRIGHT SS.
CITY OF OTSEGO
On this day of 1 200, before me personally appeared
and to me known to be the persons described in
the foregoing instrument and who did say they are the general partners of OTSEGO
LAND COMPANY, LLC, and that said instrument was signed on behalf of OTSEGO
LAND COMPANY, LLC by authority of its Partnership Agreement and said
- and acknowledged said instrument to be the
free act and deed off said partnership.
P-.\Attomcy\GljADocuments\LandCor-Otwgo Wataftnt DvIpt Agmt(W)Aoc
OTSEGO LAND COMPANY, LLC
By:
Its:
23
EXHIBIT A
Legal descripfion.
EXHIBIT B
Construction of Quaday Avenue between CSAH 39 and north plat boundary and
91" Street east firom CSAH 42 to Quaday Avenue within the plat. Constructionof
all sanitary sewer, water and storm water improvements within 9 1 " Streetand
Quaday Avenue right of way. Construction of storm water system within
easements dedicated in plat. Construction of looping water lines within easements
on plat boundaries. Construction of sanitary sewer lines on easement between Lot
Block I and Outlots G and F. Storm drainage improvements within easements
between Outlots E and F, southward along easterly plat boundary and along
southerly plat boundary within Outlots E and F Lot 12, Block 1, Outlots G and A
and northeast comer of Outlot B.
And including necessary sidewalks, traffic signal on CSAH 42 and CSAH 39,
street lighting along 91't Street and Quaday Avenue and additional County
required road improvements.
EXHIBIT C
Estimate 1.8 million to be adjusted as per actual bids received for surety purposes
and further adjusted upon final approval of project and assessment.
FEASIBILITY STUDY
EXHIBIT C2
Waterfront West
Quaday Avenue 91st Street Construction
City of Otsego
Financial Summary
11. Assessments:
Sanitary Sewer $142,030
Less Line Oversizing Credit From Exhibit "CY That Will Be
Collected As Part of the SAC Fee. -$26,687
$115,343
Watermain $272,305
Less Line Oversizing Credit From Exhibit "CY That Will Be
Collected As Part of the WAC Fee. -$10.834
$261,471
Street, Traffic Signal & Street Lighting $849,114
Additional Cost of Lateral Storm Drainage From Exhibit C4 $21,660
$870,774
Estimated Cost of Utility Construction $1,247,588
20% Overhead for construcion contengency, engineering and legal $249,518
Total Project Cost To Be Assessed $1,497,106
Assessment Cost Per Acre (acreage - 18.1 acres) $82,713 /Acre
11. Impact Fee for the Storm Drainage Trunk Facilities
Estimated Construction Cost of Trunk Facilities From Exhibit "C4"
20% Overhead for construcion contengency, engineering and legal
Total Project Cost
Construction Impact Fee Per Net Acre ( 51.0 acres)
Additonal Impact Fee for Easement Acquisition From Christ
Lutheran Church
Total Impact Fee per Net Acre ( 51 Acres)
$754,123
$150,825
$904,948
$17,744 /Acre
$650 /Acre
$18,394 /Acre
ot347 financial summary WsFinancial Summary
5/21/02
FEASIBILITY STUDY
EXHIBIT C2
Waterfront West
Quaday Avenue 91st Street Construction
City of Otsego
Financial Summary
Ill. Overall Project Funding Summary
Current Phase of Development, 18.1 Net Acres.
PER ACRE CHARGE ACRES AMOUNT
Assessments for Water
Sewer and Streets $82,713
18.1 $1,497,106
Impact Fees for Storm
Drainage Construction $18,394
18.1 $332,933
Portion of SAC and WAC
Fees for Line Oversizing
(Including 20% Overhead)
$45,025
Total Income from Assessment
$1,875,063
Estimated Current Project Cost
Water, Sewer and Streets $1,516,139
Storm Drainage( Excluding Future Storm Drainage) $566,596
Total Estimated Project Cost $2,082,734
Net Amount to be Initially Carried by City in -Bond $207,671
Future Impact Fees
From 32.9 Net Acres
North of Current
Project $18,394 32.9 $605,165
Estimated Cost
Future Storm
Drainage $398,803
Net Overage to Cover previous Bond Cost $206,362
ot347 financial surnmary x1sFinancial SummarY 5/21/02
FEASIBILITY STUDY
EXHIBIT C3
DEVELOPER'S CREDIT
City of Otsego, Improvement Project No. 02-03
Quaday Ave NE and 91st Street NE
Bid Schedule "A" - Streets
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Estimated Cost
1
Mobilization
1
LS
$10,000.00
$10,000.00
2
Remove Culvert
94
$4.00
$376.00
3
Remove Bituminous Pavement
300
-LF
SY
$3.50
$1,050.00
4
Sawing Bit Pavement (Full Depth)
1,800
LF
$2.00
$3,600.00
5
Salvage & Reinstall Sign
1
EACH
$50.00
$50.00
6
Common Excavation (P)
2,844
CY
0
$7,110.00
7
Topsoil Stripping (P)
11,760
CY
$3.00
$35,280.00
8
Class 5 Aggregate Base (7")
7,150
TON
$9.00
$64,350.00
9
Mill Bituminous Surface
200
SY
$8.00
$1,600.00
10
Type LV 4 Wearing Course Mixture (C)
2,000
TON
$33.00
$66,000.00
11
Type LV 3 Non -Wearing Course Mixture (B)
2,500
TON
$31.00
$77,500.00
12
Bituminous Material For Tack Coat
650
GAL
$1.25
$812.50
13
Adjust Valve Box
34
EACH
$150.00
$5,100.00
14
Adjust Frame & Ring Casting
16
EACH
$200.00
$3,200.00
15
Stamped Concrete Sidewalk (4")
1,700
SY
$60.00
$102,000.00
16
Stamped Concrete Sidewalk (6'�
150
SY
$75.00
$11,250.00
17
Concrete Median (6")
470
SY
$50.00
$23,500.00
18
Concrete Curb & Gutter Design B618
7,000
LF
$7.00
$49,000.00
19
6" Concrete Apron / Valley Gutter
250
SY
$50.00
$12,500.00
- '20
Traffic Control -
2
LS
$2,500.00
$5,000.00
- 21
Sign Panels, Type C
840
SF
$28.00
$23,520.00
22
Pavement Message (Right Arrow) - Epoxy
48
EACH
$130.00
$6,240.00
23
Pavement Message (Left Arrow) - Epoxy
40
EACH
$130.00
$5,200.00
24
Pavement Message (Thru Arrow) - Epoxy
40
EACH
$130.00
$5,200.00
25
4" Solid Line White - Epoxy
11,000
LF
$1.00
$11,000.00
26
12" Solid Line White - Epoxy
450
LF
$2.00
$900.00
- 27
24" Stop Line White - Epoxy
400
LF
$4.00
$1,600.00
28
Bale Check
30
EACH
$10.00
$300.00
- 29
Silt Fence, Type Machine Sliced
4,500
LF
$4.00
$18,000.00
30
Soddin ' g - Type Lawn Restoration
2,250
SY
$3.50
$7,875.00
31
Traffic Signals
1
LS
$150,000.00
$ 150,000.00
32
Street Lights
1
LS
$140,000-00
tii-- 140,000.00
Total - Bid Schedule "A" $849,114
BT -1
//HaOI/Shared Doc s/m unic ip a Unt sego/347/ot 347feasibility-table 1.x1s
FEASIBILITY STUDY
EXHIBIT C3
DEVELOPER'S CREDIT
City of Otsego, Improvement Project No. 02-03
Quaday Ave NE and 91st Street NE
Bid Schedule "B" - WaterTnain
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Price
Estimated Cost
33
Connect to Existing Watermain
1
LS
$350.00
$350.00
34
12"(Instead of 16� Ductile Iron Pipe Cl 52
1440
LF
$28.00
$40,320.00
35
12" Ductile Iron Pipe Cl 52
790
LF
$28.00
$22,120.00
36
8" Ductile Iron Pipe Cl 52
3425
LF
$26.00
$89,050.00
37
6" Ductile Iron Pipe Cl 52
345
LF
$24.00
$8,280.00
38
Ductile Iron Fittings( Replaced 16" With 12")
8234
LB
$1.35
$11,115.90
39
12"( Instead of 161 Butterfly Valve and Box
4
EACH
$1,200.00
$4,800.00
40
12" Butterfly Valve and Box
2
EACH
$1,200.00
$2,400.00
41
8" Gate Valve and Box
18
EACH
$625.00
$11,250.00
42
6" Gate Valve and Box
17
EACH
$455.00
$7,735.00
43
Hydrant
8
EACH
$1,650.00
$13,200.00
44
Hydrant Extension
24
LF
$275.00
$6,600.00
45
Isaivage and Reinsta'll 16" Plug
1
EACH
$50.00
$50.00
46
2" Insulation
500
SF
$1.00
$500.00
47
12" DIP CL 52, Fastite Jt., Installed by Jacking
and Boring of 20" Steel Casing
230
LF
$ 190.00
$43,700.00
Total - Revised Bid Schedule "B" $261,471
Total - Bid Schedule "B" $272,305
Credit to Developer on Schedule "B" $10,834
BT -1
//HaOI/Shared Docs/municipaUaotsego/347/ot347feasibility-table 1.x1s 5/21/02
FEASIBILITY STUDY
EXHIBIT C3
DEVELOPER'S CREDIT
City of Otsego, Improvement Project No. 02-03
Quaday Ave NE and 91 st Street N E
Bid Schedule "C" - Sanitary Sewer
Item
No.
Description
Estimated
Number of
Units
Unit
Unit Cost
26,687
Estimated Cost
48
.15" PVC SDR 26 16-18' Deep
LF
$26.00
$
49
115" PVC SDR 26 18-20' Deep
LF
$28.00
$
50
12" PVC SDR 26 18-20'Deep
LF
$24.00
$
51
12" PVC SDR 26 20-22'Deep
LF
$26.00
$
52
10" PVC SDR 26 16-18' Deep
LF
$20.00
$
53
10" PVC SDR 26 18-20' Deep
LF
$22.00
$
54
10" PVC SDR 26 20-22' Deep
LF
$24.00
$
55
10" DIP CL 52, Fastite A, 10-12'Deep
LF
$21.50
$
56
10" DIP CL 52, Fastite A, 12-14'Deep
LF
$23.50
$
57
10" DIP CL 52, Fastite A, 14-16'Deep
LF
$25.50
$
58
10" DIP CL 52, Fastite A., 16-18'Deep
LF
$27.50
$
59
10" DIP CL 52, Fastite A, 18-20' Deep
LF
$29.50
$
60
10" DIP CL 52, Fastite A, 20-22' Deep
LF
$31.50
$
61
8" PVC SDR 35 0-8' Deep
10
LF
$15.00
$
150.00
62
8" PVC SDR 35 8-1 O'Deep
252
LF
$17.50
$
4,410.00
63
8" PVC SDR 35 10-12'Deep
2021
LF
$19.00
$
38,399.00
64
.6" PVC SDR 35 Service Lateral
255
LF
$10.00
$
2,550.00
65
Standard Sanitary Sewer Manhole 0-8'Deep
11
EA
$1,500.00
$
16,500.00
66
Manhole Overdepth
44
VF
$120.00
$
5,280.00
67
Outside Drop Connection 0-2'
EA
$55.00
$
-
68
Extra Depth Outside Drop Connectioin >2'
VF
$195.00
$
-
69
Ponnect to Existing Sanitary Sewer at Manhol2-
1
EA
$300.00
$
300.00
70
16" PVC Riser Pipe
32
VF
$12.00
$
384.00
71
15"x 6" PVC Wye
EA
$70.00
$
-
72
12"x 6" PVC Wye
EA
$60.00
$
73
1 ON 6" PVC Wye
EA
$55.00
$
-
74
8"x 6" PVC Wye
7
EA
$50.00
$
350.00
75
12" Plug
EA
$45.00
1
-
76
8" Plug
3
EA
$40.00
$
120.00
77
6" Plug
8
EA
$35.00
$
280.00
78
8"(Instead of 10") DIP CL 52, Fastite A,
Installed by Jacking and Boring of 18" Steel
Casing
260
ILF
$172.00
$
44,72000
r7-9TT-elevise
Sanitary Sewer 1
2533
ILF 1
$0.75
1 $
Total - Revised Bid Schedule "C"
Total - Bid Schedule "C"
Credit to Developer on Bid Schedule "C"
$
115,343
$
142,030
$
26,687
BT -1
//HaOl/Shared Doc slmu nic ipa Ila otsego/347/ot 347feasi bility-table 1.xIs 5/21/02
FEASIBILITY STUDY
EXHIBIT C3
DEVELOPER'S CREDIT
City of Otsego, Improvement Project No. 02-03
Quaday Ave N E and 91 st Street NE
Bid Schedule "D" - Storm Sewer
Item
No.
Descdption
Estimated
Number of
Units
Unit
Unit Cost
Estimated Cost
80
42" RC Pipe Apron
1
EACH
$1,400.00
$1,400.00
84
36" RC Pipe Apron
1
EACH
$1,250.00
$1,250.00
85
45" x 73" RC Arch Pipe Apron
1
EACH
$2,200.00
$2,200.00
86
15" RC Pipe Sewer Design 3006 CL V (all depthq
80
LF
$22.00
$1,760.00
87
18" RC Pipe Sewer Design 3006 CL III (all depths
48
LF
$26.50
$1,272.00
88
21" RC Pipe Sewer Design 3006 CL III (all depth,,
61
LF
$31.50
$1,921.50
89
27" RC_Pipe Sewer Design 3006 CL III (all depth
160
LF
$50.00
$8,000.00
90
30" RC Pipe Sewer Design 3006 CL III (all depth
64
LF
$60.00
$3,840.00
91
33" RC Pipe Sewer Design 3006CL III (all depth
275
LF
$75.00
$20,625.00
92
36" RC Pipe Sewer Design 3006 CL III (all depth
59
LF
$90.00
$5,310.00
93
42" RC Pipe Sewer Design 3006 CL III (all depth,
864
LF
$130.00
$112,320.00
94
48" RC Pipe Sewer Design 3006 CL III (all depths
105
LF
$160,00
$16,800.00
95
45" x 73" RC Arch Pipe Sewer CL III (all depths)
651
LF
$300.00
$195,300.00
96
15" Pipe Plug
4
EACH
$70.00
$280.00
97
18" Pipe Plug
1
EACH,
$90.00
$90.00
98
42" Pipe Plug
2
EACH
$225.00
$450.00
99
45"x 73" RCPA 450 Bend
2
EACH
$3,450.00
$6,900.00
100
101
45" x 73" RCPA 350 Bend
lConnect to Existing Storm Sewer
1
1
EACH
EACH
$3,450.00
$750.00
$3,450.00
$750.00
102
Construct Draingage Structure Design 48" 4020
8
EACH
$1,500.00
$4,500,00
103
Construct Draingage Structure Design 66" 4020
2
EACH
$2,500.00
$5,000.00
104
Construct Draingage Structure Design 72" 4020
1
EACH
$2,750.00
$2,750.00
105
106
Construct Draingage Structure Design 78" 4020
Construct Draingage Structure Design 84" 4020
2
1
EACH
EACH
$3,600.00
$3,850.00
$7,200.00
$3,850.00
107
Construct Draingage Structure Design 96" 4020
1
EACH
$4,950.00
$4,950.00
108
Construct Draingage Structure Design 120" 4020
1
EACH
$7,000.00
$7,000.00
109
Random RipRap Class 111
100
CY
$75.00
$7,500.00
110
Random RipRap Class IV
40
Cy
$100.00
$4,000.00
111
Common Excavation (P)
4,226
CY
$2.50
$10,565.00
112
Topsoil Stripping (P)
3,500
CY
$3.00
$10,500.00
92
Seeding Mixture - 60B
300
LBS
$4.75
$1,425.00
93
Commercial Fertilizer, 10-10-10
1,500
LBS
$0.50
$750.00
94
Hydraulic Soil Stabilizer Type 5
0.9
TON
$350.00
$31 .00
95
JHydraulic Soil Stabilizer Type 6
7.5
TON
$500.00
$3,75'0.00
96
ISeeding - Type Lawn Restoration
3
ACRE 1
S-3,000.00
$9,00000
rotal - Bid Schedule "D" $466,973.50
TOTAL - ALL SCHEDULES $1,692,901
BT -1
//HaOI/Shared Docs./municipaUaotsego/347/ot347feasibility-table 1.x1s 5/21/02
FEASIBILITY STUDY
EXHIBIT C4
DEVELOPER'S CREDIT
City of Otsego, Improvement Project No. 02-03
Quaday Avenue NE and 91st Street NE
Bid Schedule W - Future Storm Sewer
Hem No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Estimated
Cost
Lateral
Estimated Cost
Trunk Estimated
Cost
1
30' RC Pipe Apron
1
EACH
$775.DO
$775
$775
2
15' RC Pipe Seymr Design 3006 CL V (all depths)
100
LF
$22.00
$2,200
$2,200
$0
3
18' RC Pipe Sewer Design 3006 CL III (all depths)
344
LF
$26.50
$9,116
$9,116
-i-0
4
24' RC Pipe Sewer Design 3006 CL III (all depths)
670
LF
$36.00
$24,120
1 $1,760
$24-.120
5
30' RC Pipe Sewer Design 3W6 CL III (all depths)
630
LF
$60.00
$37,800
$1,2D0
$37,800
6
33"RC Pipe Sewer Design 3006 CL III (all depths)
430
LF
$75.00
$32,250
$1,830
$32,250
7
36' RC Pipe Sewer Design 3006 CL III (all depths)
470
LF
$90.00
$42.300
$42.300
8
42' RC Pipe Seymr Design 3006 CL 111 (211 depths)
460
LF
$130M
$59,800
$59.800
9
48" RC Pipe Sewer Design 3006 CL III (all depths)
590
LF
$160.00
$94.400
$94,400
10
15' Pipe Plug
4
EACH
$75.00
$300
-$300
-$0
11
18' Pipe Plug
6
EACH
$1D0.00
$600
$600
$0
12
Connect to EmsWV Storm Sewer
2
EACH
S950.00
$1,700
-
$1,95,300
13
Construct Draingage Structure Design 48" 4020
1
EACH
$1,500.00
$1,500
$280
_____L1.7C)0
$1,500
14
Construct Draingage Structure Design 54" 4020
3
EACH
$1.&50.00
$5,550
$4,500
$1,050
15
Construct Draingage Structure Design 60' 4020
3
EACH
$2,200.00
$6,600
$4,500
$2,100
16
Construct Draingage Structure Design 66' 4020
5
EACH
$2,500.00
12,500
$7,500
$5000
[__ �17
�Ranclom RipRap Class 111
11
Cy
$75.00
$825
,
$3,450
viaj - om 4cneuuie ^ 3"S;Sz'jJb $23,716 $303,620
Bid Schedule 'B* - ProDosed Storm Sewer
Item No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Estimated
Cost
Lateral
Estimated Cost
Trunk Estimated
Cost
1
42"RC Pipe Apron
1
EACH
$1,400.00
$1.400
$1,400
2
36' RC Pipe Apron
1
EACH
$1.250.00
$1,250
$1,250
3
45* x 73' RC Arch Pipe Apron
1
EACH
$2,200.00
$2.200
$2,200
4
15' RC Pipe Sewer Design 3006 CIL V (all depths)
80
LF
$22.00
$1,760
1 $1,760
$0
5
18'RC Pipe Sewer Design 3006 CL III (all depths)
48
LF
$25.00
$1.2DO
$1,2D0
$0
6
21' RC Pipe Sewer Design 3006 CL III (all depths)
61
LF
$30.00
$1,830
$1,830
$0
7
8
27" RC Pipe Sewer Design 3006 CL III (all depths)
30" RC Pipe Sewer Design 3006 CL III (all depths)
160
64
LF
LF
$50.00
$55.00
$8,000
$3.520
$8,
$3,520
9
33* RC Pipe Sewer Design 3006 CL III (all depths)
275
LF
$70.00
$19.250
$19,250
10
136" RC Pipe Sewer Design 3006 CL III (all depths)
59
LF
$85.00
$5,015
$5,015
11
42'RC Pipe Sewer Design 3DO6 CIL III (all depths)
864
LF
$125.00
$108,000
$108,000
12
48' RC Pipe Sewer Design 3006 CL III (all depths)
105
LF
$150.00
$15.750
$15,750
13
45* x 73* RC Arch Pipe Sewer CL III (all depths)
651
LF
$300.00
$195,300
-
$1,95,300
14
15* Pipe Plug
4
EACH
$70.00
$280
$280
$0
15
18" Pipe Plug
1
EACH
$90.00
$90
$90
$0
16
42" Pipe Plug
2
EACH
$225.00
$450
$450
17
1415"x 73" RCPA 45* Bend
2
EACH
$3.450.00
$6,900
$6,900
18
145- x 73" RCPA 35' Bend -
1
EACH
$3,450.00
$3,450
$3,450
19
JConnect to Existing Storm Sewer
1
EACH
$750.00
$750
$750
20
lConstruct Draingage Structure Design 48" 4020
3
EACH
$1,500.00
$4,500
$4,500
$0
21
JConstruct Draingage Structure Design 66' 4020
2
EACH
$2,500.00
$5,000
$3,000
$2,000
22
23
lConstruct Draingage Structure Design 72' 4020
lConstruct Draingage Structure Design 78' 4020
1
2
EACH
EACH
$2,750.00
$3.600.00
$2,750
$7,200
$1.5 00
f3-.000
$1,250
$4,200
24
Construct Draingage Structure Design 84* 4020
1
EACH
$3.850.00
$3.850
$1,5oo
$2.350
25
Construct Draingage Structure Design 96' 4020
1
EACH
$4.950.00
$4.950
$1,500
$3,450
26
Construct Draingage Structure Design 120" 4020
1
E�CH
$7,000.00
$7.000
$1,500
$5,R-0
27
Random RipRap Class III
1 100
Cy
$75.00
$7,500
$7,500
28
Random RipRap Class IV
1 40
Cy
$100.00
$4.000
$4,000
Total - Bid Schedule"B" $423,145 $21,660 $401,485
//HaOl/Shared Docs/municipallaoisego/347/of347Enaineer's Estimate.xls/North Central Subdistrict
FEASIBILITY STUDY
EXHIBIT C4
DEVELOPER'S CREDIT
City of Otsego, Improvement Project No. 02-03
Quaday Avenue NE and 9 1 st Street NE
Rid -R,h—fid. 'f— . rMnh r�nfn-linn
hem No.
Description
Estimated
Number of
Units
Unit
Unit Cost
Estimated
Cost
Lateral Trunk Estimated
Estimated Cost Cost
1
Common Excayation (P)
4,226
CY
$2.50
$10,565.00
2
Topsoil Stripping
3,500
CY
$3.00
$10,500.00
_L051500
$10,500.00
3
Bale Check
30
EACH
$10.00
$300.00
$300.00
4
SiN Fence, Type Machine Sliced
4,500
LF
$4.00
$18,000.00
$18,000.00
5
Seeding - Type Lawn Restoration
1.5
ACRE
$3,000.00
$4,500.00
$4,500.00
6
Seeding Mbdure - 608
150
LBS
$4.75
$712.50
$712.50
7
Commercial Fertilizer, 10-10-10
750
LBS
$0.50
$375.00
$3757ff
a
Hydraulic Soil Stabilizer Type 5
0.9
TON
$350.00
$315.00
$315.00
9
hlydroulic Soil Stabilizer Type 6
7.5
TON
$500.00
$3.750.00
$3,750.00
utai - ma acneouie %, 7*43.ults $0.00 $49,018
Total -All Schedules $804,499 $50,376 $754,123
//HaOl/Shared Docs/municipaVaotsegof347/ol347Engineaes Estimate.xis[North Central Subdistrict
EXHIBIT D
Payments to bond holders to be determined at time of bonding.
EXHIBIT E
Entire plat.
EXHIBIT F
Form Letter of Credit.
LAU LUU/5 I J MAE
Landcor., Inc*
YUY 28.1602
Mr. Mike. Robertsion'
City Adxn�irtistmtor
City of otscgo
8899 N
Z. aslida Avcauc -
-Elk Rivi:rw MmeSOM 55330
I)GYGIGPIMent Agreement for'
Otscgo Waterfront
Dca'r Mike,
PleFLQ- $1110w this letter to ierv'
c as -our co6firmaUou of tile final form.(if D
UtY Ot* OLsvgu �u thc OLSr' .1 IOP6-n Agrz
r a CV6 cnxnt with UIC*
90 V terreOnt 3ticor and Wiry pzqicr-t aLong wall U16 d�ycjupm�u
fi7t P4
6Lagc of our,
W-� havc revicvvcd ll=niiai rUTIn Of atr=ent an . d nre firepared, ro I 'ex I ec .
IQU" U: ute the al;rdcment and post tho
W�= all ft deScriheft �Ian-s Ind.ejchibM**2r' and
C' compketea MWC61'
Coompa . ny. will PrOvicir 111c. ntr-Cssary letter or. 1 It o Land
dnllnr.q FrOdit " security in the eGtrnated aih� Of 1.8 million
now Minmted at Si.34.5 million duc� to c=�e�dqc bidding
Costs.:' IL is 0, tq cowr the' _Cd alld UQ�Y Pruj=L
Ur fe approve the r St
que6t ffiat'the Ciry cnun�l Mal raiAll
�ie strict proj of Dcvvfuper,b Aigrccmunj and �wcu-d
e�ct b'cb tonight with thc'r-ondition tbaL Ox Dv IuPcM Ageemeni. is execurLd"'Ind, lerrr df
cr . cdi . t post6& Thm3k-s for youl, as6list�us;t: un. Lbis nj�=.
Y=Y LrWy,yours'.
0
President, LzndCor, Tn�.:
Chir -f Ua=gcr.-0tSCgu- Ld"d CUIPUDY, LLC
..RLr-..r
PL�cgu Und Company. LTIC Mcrnhers
9464 HeInlock Lane N.. Maple Grove, MN 55369 Phone: M3-3 l.;j_fjjj I M
ITEM 9.B.
Thl
5�rMFtL-Irlsic - 3
T R U C
SUMMARY QUOTATION 05-15-2002
CITY OF OTSEGO BOYER TRUCKS ROGERS Page I of I
OTSEGO MN 21701 INDUSTRIAL BLV
763-441-8137 ROGERS MN 55374
612-676-3804
PREPARED FOR: DAVE CHASE
PREPARED BY: DARYL ANDERSON
Quote ID: OTSEGO
(Prices in U.S. Dollars)
EQUIPMENT
Total
1 L9500 CHASSIS ........................................... $ --- 118758
TOTAL EQUIPMENT PRICE ................................... $---118758
OTHER CHARGES
FET
TAXES -176
FEES 0
Other 0
0
TOTAL OTHER CHARGES ---------
$ 176
TOTAL QUOTE .................. ....................... $ --- 118582
COMMENTS:
Delivery assured by provided the order is received
before _/_/ . U -n --it to be delivered to the Customer.
APPROVAL:
Please indicate your acceptance of this quotation by signing below:
x
Customer
Date
"YC> 1,A ' I 1 1-1 R t-- 'r171 f-- W. -A V Wt— W<> r j<
MAY- I 3-UZ 03 : a TPM FROM-J-Craft,1rc +3zo-398-61Z3 T-085 P.00Z/OoS F -ITT
N127 33UTH STR1-:ET
KIMBALL NN 55353 Fax: 320/398-6123
Quote Number: 3271
Quote To:
DAVE CHASE
OTSEGO CITY OF
8899 NASHUA AVE NE
ELK RIVER MN 55330-7314
Phone: 763/441-8137
Fax: 763/441-8823
QUOTE
Date: 5/13/02
Expires: 3/31/03
Refe=ce: STATE 131D
Sales Person: TIM ER.ICKSON
Having reviewedyour equipment needs, andpursuanr to the current STA TE OF W contract #429002, We are happy
to offer lhef011OwingPackagefor your consideration.
PLF.4 SE No 7-E:
1. APPlicable sales tax is not included inprice, but has been hand added at the end of the quote.
2. nis quote is 0 summarY offhe individualprices as indicated a,' the attached sheers
3. F.O.B. point isJ-CRAFn Kimball, RNfacitiry.
OTSEGO SGL PKG
12'WST-XML BODY & EQUIP PKG
MODEL: 120PVST-XML Lead Time: 60-90 ARO CHASSIS
DIMENSIONS:
127' longx 96" wide O.D.
FRONTP"EL:
45 "high, 10 ga GR50 steel const. w1reinf top lip, & horiz bracing @ 113 points.
SIDES:
36" high, 10 ga GR50 st"Cl OuterPanel. sloped center horiz brace, slopedrubrails, 3115"AR-400 interior. tubing
top rails, Boardpockersfronj and rear. full depthfrf & rear cnr posts. dual 2 -line sander manifolds @ RH & LH
R-EARrubrail, 114"x 2"flar W01krailfull length both sides, J CBAF7,Stow-A W , cc
w1step above installed - ay'a ess ladder - LHFROjvr
7A IL GA TE.-
42"high, 3116"AR-400mainpanel, 10ga GR50reinf 3panel design, 1-114"dia top &bottom pins ]"thick
upper hinges, 318 - alloy spreader chains, forged -steel latches, airrrip ready linkage. (SEE ALSO ' '
flow plates rype) 'S"DER " FOR
Fj- 0 OR:
114 " HARDOX-400 steel, one-piece construcrio". w/floor to side &f
ronz 10floor ta
pers
UNDERSTRUCTURE.
slo,,x25.00,y?structa-BEAM,Ongsil,ls.jU_50 hoist brkr incorporated w/10" struct chnl rear bolster)
PREPIPAW.
E .. erior industrially blasted, EPOAyprimed & Finish coated with " . RED" Polyurelhane Enamel to Match cob.
MAY -13-2002 15:18 +7,-7n 7qm a 1 1)-7
Pa -e:
0
MAY- 13-0 Z a 3: a ON FROM-J-Craft.inc +3ZO-3ga-6123 T-085 P 003/005 F-177
70127 330TI4 STR.EET
KIMBALL MN 55353
Quote Number: 3271
Quote To:
DAVE CHASE
OTSEGO CITY OF
8899 NASHUA AVE NE
ELK RIVER MIN 5 533 0-7314
Phone: 763/441-8137
Fax: 763/441-3823
Underside undercoated by Ziebarr
I QUOTE
Fax: 320/398-6123
Date: 5/13/02
Expires: 3/31/03
Reference: STATE BID
Sales Person: TIM ERICKSON
RUSTPROOFING:
ZLEBARTrreatmenr appliedro body underside, and inside ofthefrt & rear cornerposts.
LIGHTSIWIR.E.
FMVSS 108 compliant, rubber mounted (STD) clearance lights, Cluster of3, wlFacrory sealed wire harness,
Ground strap, STROBL�STOP- TAIL- TURNIBA CWUP light provisions (in corner posts). with lightsprovided by
Strobe System and installed.
MUD FLAPS:
Rear ofrear tires, attached to body mounts.
CA BSHIEL D:
112 type, 24" cabshield, 10 go const, Weld -on style, center self -leveling strobe brkt w1conduirs, Attached to body
andpainied (SEE ALSO STROBE SYSTEM
HOIST.-
J-CRAFTModel.- JU50-DA(C), Overhang: 12 ". Dump angle: (55) Double acting, Wlsolid block rear hihge point
& (2) OSHA approved safety props
PUMP:
Frontframe mounted, Engine crank -shaft driven, LS type. Make: FORCE Model: PVWH45L (6 c.i.), Including an
H. P. ball valve on pressure o urlet.
VA L VE:
Make: FORCEIGRESEN Model. 4020-E "ADD -A -STACK", 9funcrion, LS typa Providing controlfor.- BOX
HOIST PL, 0 W LIFT, PL 0 W ANGLE, WING TOE. WING HEEL, HYD P USH-BAP, SCRAPER, A UGEP, &
SPIAWER Including RELIEF on hoist, FLOAT on plaw lift. & external valve ENCLOSURE.
SANDER VAL VEICONTROL:
Force America model SSC -1 100 manually adj electronic co trol mounted offcontrol tow r in cob.
n e SEE
"CONTROLS')
CONTROLS:
Morse type remote cable (I is 3-burion type) controls. tower mounted off cabfloor, per layout drawing,
Page
RESER YOM:
30 gal Slim-line� frame mounted, Wlsighrllevel glass, filler -breather, magnetic drain plug, 100 mesh suction screen,
and gate rVe shut offvalve. Filled with DEXRON X hydraulic oil. Low oil indicator system provided and
MAY- I 3 -OZ 03: 08PM FROM-J-Craft,inc +320-398-6123' ' T-085 P 004/005 F-177
70127 330TH STREET
KIMBALL MIN 55353
Quote Number: 3271
Quote To:
DAVE CHASE
OTSEGO CITY OF
8899 NASffUA AVE NE
ELK 11,1VER MNi 55330-7314
Phone: 763/441-8137
Fax: 763/441-8823
installed
-QUOTE
Fax: 320/398-6123
Dare: 5113/02
Expires: 3/3 1/03
Reference: STATE BID
Sales Person: TIM ERTCKSON
FIL TRA TIOAr
Return line type, remote mounted, wl.-eplaceable element, & cond indicator installed
PL UMBTNG:
2"suction line, I " MainPressure line, 1-114" return line� balance to match component port sizing. All swivel
fittings 37*JIC or diy-sealrype.
MOVYTING:
Included ref 12 " behind cab, to provide necessary room for W-SERJES wing standard
FENDERS. -
SCSI model: M100 black polyfenderser, w1balt-onframe brackets, Installed
BACKUPALARM.-
PR-EC0 model 230 elecironic backup alarm, installed wAviring to reverse circuit
TAILGATE TR[P.-
3-112 " dio x 6" air cylinder, Solenoid air valve, w1piping andfitrings, & installed
REAR HITCH.
314"A572-50 Steelpullplare w1brocing to truckfrome, Safety chain D -rings, Premier 370 air -cushion Pintle hook
w/transfier offemale electrical socket & air conn ecrions to rear plate.
STROBE SYS:
WHELENDOT3-102D Strobe system, 360*fronr strobe head on se�'-leveling (cabshield) front mount, & 'D1 type
steel housings in rear corner posts. Switches andpowersuppj�wmounredin cab. NOTE: OEM fail lights will be
mounted at or near stockposition.
A CC'Y WORK LIGHT. -
(2) ea rubber encased clear work lights, With switches installed & labeled in cab dash IE: Sander light & Wing
light)
SNOWPLOWLIGHTS.-
Combo halogen headlight with turn signal, Hood mounted (Sid) Alum crossbar bracke, wlSe c r
mounted, &relay mtd on power disi panel I le to switch dash
UIVDERBLADE
Falls modelIS-10A Fixed angle 101. RH discharge, (35'to 45"), all mtg hdwe &plbg, WIPressure gauge cab
Page:
MAT -IJ -U4 Uj:UPM PROM-J-Cratt,inc
70127 330TH STREET
KIMBALL NTN 55353
Quote Number: 3271
Quote To:
DAVE CHASE
OTSEGO CITY OF
8899 NASHUA AVE NE
ELK RIVER M`N 55330-7314
Phone: 763/441-8137
Fax: 763/441-SS23
+320-39a-6123
I QUOTE
T-085 P 005/005 F-177
Fax: 320ri98-6123
Date: 5/13/02
Expires: 3/31/03
Reference: STATE BID
Sales Person: TI.Nm ERICKSON
mounted Nitrogen accumulator cushion & auto reset WlErrernal adjpressure reducinglreliefvalve included
A IRBA G:
Canadian Load5hare model HS airbag helper spring system, complete and installed on RH offronr axle, with cab
cowrolled regulator & pressure gattge.
Page:
SNO WPL 0 W. -
Falls Model PR1243-TE Power Reversible (sectional) Trip -Edge Snowplow, complete with all sid equip, RUBBER
SNOWFLAP, HIGH VIS END AMRKERS, & plow push unitfor Falls 446-B hitch system. Pointed Falls std "RED"
LEAD-FRE—E paint color. Shippedloose in dump body.
FLOWHITCH.-
Falls Model 446-B heavy dujy hitch system, complete with all stdjeotures, all mtg hdwe. Wingpost provision), plbg,
&S.A. lifi cylinder. Installed andpainred gloss black.
SNOW WING:
Falls Model TW -10A snow wing, FRONT mounted, complete with all stdjeotures, NITRO-CUSHHYD PUSHBAP,
all mig hdwe & plbg, installed complete, andpainted Falls sid "RED " LEAD FREE paint color.
SANDEP,
Falls Model #IASD-9 under-gatesander. 9" dia auger, STD (we d -i side pi p a L p y pi ner ass
I s 11 1 res, H ol s n � R -H
steel berm chureplbg & mtg hdwe. Installed & painredRED to match dump body color. NOTE: PLUMBING
CONNECTIONS AT A9 & LH "SPLIT" R UBRAIL MAWFOLD&
Quote Accepted by:
Date:
THANK YOU for the opportunity to provide you with this quote
Quantity UM Unit Price
1.00 EA 51,577.00000
* le Sub Total: $51,577.00
—3,35.�, 51
Quote To tal- 5y 9dg. s-1
- 1-1 TS
MAY -13-2002 15:21 +320 3c39 GIP3 P nez
OTSEGO, MINNESOTA
PLANNING COMMISSION
APPLICANT QUESTIONNAIRE
ITEM 9-C.
MAY 2 0 200.2
L�--
T'he City of Otsego has received your indication of interest to serve as a member of the
Planning Commission. In order to assist the City Council in evaluating candidates and
selectina individuals, you are requested to provide a response to the items listed below:
1.7
NAME
ADDRESS e 4-17) ^J
PHONE
Lenoth of residency in the Ci -
Do you work in Otsego? Yes NO
Please list community organizations in which you are or have been involved:
&W -sego VI*6,�I) L1147dm-fee- (,,V
Please indicate what quahficatrns or e periensce you may have which will assist the
Planning Commission and the City?
;y eZe--1V'-S0'-
SO 4he
-Yz,e
eL kl(e-
T41,cicecv( .
I'Z 'en -s 14JI411
What do you consider hQN �Lf /r1espons1bi14'Wth'e Pf Zrifn'jT66?rnissio"n?
-tl y
01) d 'Am /n
Otsego Planning Commission
Application Questionnaire Page 2
What do you consider to be the major problems being confronted by the City of Otsego?
-LX-P drt5
ke e
4,U
What do you consider to be the major assets of the community?.P/d
5!SZ AS ere
I
Other comments:
4,,;L Zh
/
W
entpla�;weat.
Please return this questionnaire in the enclosed, self-add�essed stamped envelope with �Ylve
days from the date of receipt. Tbank you.
)Pon
ITEM 9. 1. A
mrsmo
Date: May 22, 2002
To: Mayor & Council
From: City Administrator Mike Robertson
Re: Possible Police Department Budget
I have enclosed a possible Police Department budget.
This memo references the line items in the budget and
provides an explanation for them.
1. Salaries - These are the salaries for a five person
force and consist of a Police Chief at $60,000, a
Sergeant -at $50,000, and three patrolmen at $40,000,
$37,000, and $34,000. Five officers are necessary to
provide 24 hour coverage. These salaries would attract
officers with some experience.
2. Part -Time Wacres - This also includes a part-time
secretary at $12,000.
3. PERA. - PERA is Public
Association. This is the
under Minnesota State law.
Employee Retirement
pension benefits required
4. FICA & Medicare - These are social security and
medicare.
S. Health & - Dental - These costs are based on standard
city policy as currently applied to City employees.
6. Disability - These costs are based on standard City
Policy as currently applied to City employees.
7. Office Suioplies - This is an estimate based on the
size of the department.
8. Insurance - Thi i
s is an estimate based on
comparisons with other communities and discussion with
the League of Minnesota Cities.
9. Tele -phone - This is an estimate based on the size
of the department.
10. Mileacre - This is an estimate based on the size of
the department and the size of the City.
11. Printing - This is an estimate based on the size of
the department.
12. Dues & Memberships - This varied so much from
community to community that I left it blank.
13. Education/Trainincr - This is based on comparisons
with other communities.
14. Prosecution - This is based on comparisons with
other communities and aggressive prosecution. It would
cost less if the City plea bargained every crime and
rarely went to trial.
15. Rentals (Colpier/Off ice Ecruip) - This is an estimate
based on the size of the department.
16. Vehicle Ecrui-oment - This is based * on the law
enforcement equipment packages for three squad cars.
This includes everything, including installation by a
certified installer.
17. Vehicles - This is an estimate based on current
State bid for three squad cars. I propose to purchase
three squad cars initially. Squad cars would probably
last two years here given the size of the City.
2
Code
Item
Personal Services
101
Salaries & Wages
104
Part-time wages
121
PERA
122
FICA & Medicare
123
Health & Dental
130
Disability
Total Personal Services
Supplies
201 Office supplies
Uniforms
Gas & Oil
Total Supplies
Other Services and Charges
204
Insurance
310
Miscellaneous
320
Telephone
321
Mileage
350
Printing
355
Dues & Memberships
360
Education/Training
Total Other Services and Charges
City of Otsego
General Fund Expenditures Budget
Police Department
Service Activity Number 42100
Proposed
Budget
Explanation &
2M
Calculation of amounts
$ 221,000
Police chief and 4 officers
12,000
Part -Time Secretary
20,553
5 officers @ 9.3% city contribution
918
part-time @ 7.65%
27,000
Based $450 per month for 5 officers
900
Based $15 per month for 5 officers
Vehicles
282,371
2,000
5,000
20,000
Estimate based on public works usage
27,000
12,000
Liability & Worker's Comp
1,000
800
Assumes call volume increase 15%
1,000
2,000
7,000
23,800
Contracts & Equipment
390
Prosecution
50,000 Assumes aggressive prosecution
400
R & M - Equipment/Vehicles
10,000
410
Rentals (copier/office equip./internet)
1,000
430
Miscellaneous Charges
-
501
Equipment (Vehicle)
150,000
Vehicles
60,000 New vehicles, State bid price
Total Contracts & Equipment
Total Service Activity
271,000
$ 604,171