ITEM 4.1 ISD 728IV
�tSTe F O
MINNESOTA V
DEPARTMENT INFORMATION
Request for
City Council Action
ORIGINATING DEPARTMENT:
REQUESTOR:
MEETING DATE:
Public Works
City Engineer Wagner
November 23, 2015
PRESENTER(s):
REVIEWED BY:
ITEM #:
City Engineer Wagner
City Administrator Johnson
4.1
AGENDA ITEM DETAILS
RECOMMENDATION:
Approve Resolution accepting the Feasibility Report regarding the Infrastructure Improvements for the
E-8 School for Independent School District #728.
ARE YOU SEEKING APPROVAL OF A CONTRACT?
IS A PUBLIC HEARING REQUIRED?
No
Yes
BACKGROUN D/J USTI FICATION:
Independent School District #728 has been considering this site for an E-8 School as well as future
expansions for a number of years. Recently, funding for a new school passed and the project had moved
into the design phase. City Staff has been working with the School District to provide preliminary
estimates and designs of the improvements necessary to develop this site for an E-8 school. The School
District has requested that the City construct these improvements prior to a 2017 school opening. The
City School District has agreed to and signed an agreement with the City to pay for infrastructure
improvement costs up to $1,100,000 based on the preliminary cost estimates and designs. This
Feasibility Report is being prepared to further evaluate the necessary public improvements and to more
closely estimate the costs of such improvements. If the costs of the improvements were to exceed the
$1,100,000 that the school has already agreed to, this report may be used to assess the additional costs
of the public improvements to the benefitting properties.
We have estimated the project to cost $1,060,395.
SUPPORTING DOCUMENTS: X ATTACHED NONE
• Resolution 2015-70
• Feasibility Report for Proposed Public Street and Utility Improvements for the Independent
School District #728 E-8 School
MOTION: (Please word motion as you would like it to appear in the minutes.)
Motion to Approve Resolution 2015-70 accepting the Feasibility Report regarding Infrastructure
Improvements necessary for the E-8 School for Independent School District #728.
BUDGET INFORMATION
FUNDING: BUDGETED: X YES
Agreement with ISD #728
Potential Assessment NO
601 Water Fund
ACTION TAKEN
❑ APPROVED AS REQUESTED ❑ DENIED ❑ TABLED ❑ OTHER (List changes)
COMMENTS:
r
CITY OF 0
Ot
MINNESOTA
FEASIBILITY REPORT
FOR
PROPOSED PUBLIC STREET AND UTILITY IMPROVEMENTS FOR
THE INDEPENDENT SCHOOL DISTRICT #728 E-8 SCHOOL
CITY OF OTSEGO, MINNESOTA
November 2015
Prepared by:
llA
Halcanson
Anderson
3601 Thurston Avenue
Anoka, MN 55303
Telephone: 763-427-5860
I hereby certify that this plan, specification or report was prepared by me or under my
direct supervision and that I am a duly Licensed Professional Engineer under State of
Minnesota Statutes Sections 326.02 to 326.16.
/ z. f,
Ronald J. gner
26052
Reg. No.
November 18, 2015
Date
40
Halcanson Main Office:
3601 Thurston Avenue, Anoka, MN 55303
]]Anderson Phone:763/427-5860 Fax:763/427-0520
www.haa-inc.com
November 18, 2015
Honorable Mayor and Council Members
City of Otsego
13900 901h St
Otsego, MN 55330
RE: Feasibility Study for Proposed Public Street and Utility Improvements for the ISD
#728 E-8 School
Dear Mayor & Council Members:
Please find enclosed a feasibility report for the above referenced project.
We have determined the proposed improvements are necessary, cost effective and
feasible from a technical and engineering standpoint, and benefits the properties
proposed to be assessed. The project can be accomplished as proposed, and need not
be constructed in conjunction with any other project.
Based on a preliminary cost estimate of the public improvements required to service the
E-8 School, the ISD #728 has previously signed an agreement to pay up to $1,100,000
for the public improvements. This feasibility study has been prepared in compliance
with Minnesota State Statutes 429 for projects resulting in special assessments in the
event that the costs must be specially assessed.
We are available to discuss the contents of the report at your convenience.
Sincerely,
HAKANSON AND RS N ASSOCIATES, INC.
Ronald J. 1 er, P
Enclosures
cc: Lori Johnson, City Administrator
Tami Loff, City Clerk
Adam Flaherty, City Finance Director
D. Daniel Licht, City Planner
Andy MacArthur, City Attorney
Kevin Lamson, City Street Operations Manager
Kurt Neidermeier, City Utilities Manager
CONTENTS
I. OBJECTIVE....................................................................................................................1
11. PROPOSED IMPROVEMENTS................................................................................. 1-2
A. Project Location............................................................ :........... .............................. 1
B. Existing Conditions................................................................................................. 1
C. Proposed Improvements......................................................................................... 2
Ill. INITIATION.................................................................................................................3
IV. PERMITS.................................................................................................................3
V. RIGHT OF WAY & EASEMENTS.................................................................................. 3
VI. PRELIMINARY PROJECT SCHEDULE........................................................................ 4
i. Table I — Project Schedule
VII. PROPOSED FUNDING................................................................................................. 5
A. Estimated Project Cost....................................................................................... 5
i. Table II — Project Cost
B. Estimated Funding.............................................................................................. 6
i. Table III — Project Funding
Vill. CONCLUSION AND RECOMMENDATION.................................................................. 6
Exhibits
Exhibit A - Project Location Map
Exhibit B - Proposed Site Layout
Exhibit C1 & C2 Proposed Typical Street Section
Exhibit D - Preliminary Cost Estimate
Exhibit E - Benefiting Properties Exhibit
Exhibit F - Benefiting Property Assessment Summary
Preliminary Plat Sheet 1 of 2
OBJECTIVE
The purpose of this Feasibility Report is to present the City of Otsego with a
preliminary examination of reconstructing 80th Street NE and extending public utilities to
service the proposed Independent School District #728 E-8 School in Otsego,
Minnesota. The report discusses the proposed scope of improvements, preliminary
cost estimates, potential assessment costs, and a proposed project schedule. The
report has been prepared in compliance with Minnesota State Statutes 429 for projects
resulting in special assessments.
II. PROPOSEDIMPROVEMENTS
A. Project Location
The proposed ISD #728 E-8 School is located in the SW '/4 of the SW '/4 of
Section 19, Township, Range 23 City of Otsego, Wright County, MN. The school will be
located on a 17.42 acre parcel north of 80th Street NE and west of Marlowe Avenue NE.
The public improvements will be located along 80th Street from approximately 500' west
of Maclver Avenue NE to Marlowe Avenue NE as well as along the west side of Maclver
Avenue NE from 78th Street NE to approximately 800' north of 80th Street NE.
B. Existing Conditions
The proposed school parcel is zoned A-2 and is currently being farmed for
agriculture production. The parcel is currently being re -platted as Institutional. No
water or sewer service has been extended to the property as this time. The property
accesses 80th Street to the south and Marlowe Avenue to the east. Both roads are 2
lane rural streets approximately 32' wide (14' pave lane with 2' gravel shoulders). 80th
Street was construction in 2000. In general the area south of 80th Street has been
developed with the exception of a few larger rural lots along 80th Street. The area
north of 80th Street is currently undeveloped
This location is outside any current City Water and Sewer district therefore
public water and sanitary sewer services must be extended to the property. A trunk
16" watermain has been stubbed towards the school parcel within the Arbor Creek .3
Addition development, west of Maclver Avenue. Two sanitary sewer force main pipe
stubs (8" and 10") are located at the NW quadrant of 78th Street and Maciver Avenue
intersection. These stubs are intended to service the complete buildout of the W2 West
WWTF sub -district, which includes the school parcel north of 80th Street. An existing
gravity sanitary sewer manhole also exists in the future cul-de-sac at the north end of
Mackenzie Avenue in Arbor Creek 3`d Addition. All utility lines are within a drainage
and utility easement and/or Right of Way. The storm water runs to the north and to the
east in in existing overland swales, ditches and culverts typical of a rural setting with
the exception of an existing storm pond in the NE quadrant of 80th Street and Maclver
Avenue.
No existing wetlands are anticipated within the proposed public improvement project.
Page 1
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C. Proposed Improvements
These proposed improvements include reconstructing a portion of 80th Street,
constructing an interim lift station, and extending trunk water main and sanitary force
main to service the School property.
80th Street will be reconstructed from approximately 500' west of Maclver Avenue
NE to Marlowe Avenue NE to be in conformance to City standards for a
commercial/industrial type street. The street will be widened to a standard 46' wide 9-
Ton street section with a section widened to 52' to accommodate an additional bypass
lane. A 10' wide bituminous is proposed along the north sided of 80th Street. The trail
will align with the existing trail at the intersection of 80th Street and extend to the eastern
School driveway access.
The existing 16" watermain located near the southern right-of-way of 80th Street
will be connected to, extended under 80th Street, then west 200' within the 80th Street
right-of-way, and then north 800' within the future Maclver Avenue right-of-way.
Sanitary sewer service for the School will be provided via an interim lift station
and force main. For the purpose of this feasibility study two options were explored for
the force main. Option A requires the existing 8" and 10" force main lines to be
extended from 78t Street north to the interim lift station. These lines would be
extended in the future to a permanent lift station and remain in use. These lines would
be paid for using SAC fees from the School and future development. This option was
eliminated since the School will not produce enough flow to make efficient use
(minimum flow velocities) of these larger pipe sizes and would require significant
modifications to the lift station and sanitary sewer system. Option B involves extending
a temporary 4" force main from the interim lift station to the existing gravity sewer
manhole in the future cul-de-sac at the north end of Mackenzie Avenue in Arbor Creek
3rd Addition. We would recommend that this cost be added to the interim lift station cost
as this will only benefit the School and will be abandoned at a later date when the
permanent lift station is installed. We anticipate that the added cost of installing the
temporary smaller force main will more than counter the additional cost of the interim lift
station modifications necessary to use the existing 8" and 10" force mains.
Page 2
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Independent School District #728 has been considering this site for an E-8
School as well as future expansions for a number of years. Recently funding for a new
school passed and the project had moved into the design phase. City Staff has been
working with the School District to provide preliminary estimates and designs of the
improvements necessary to develop this site for an E-8 school. The School District
has requested that the City construct these improvements prior to a 2017 school
opening. The City School District has agreed to and signed an agreement with the City
to pay for infrastructure improvement costs up to $1,100,000 based on the preliminary
cost estimates and designs. This Feasibility Report is being prepared to further
evaluate the necessary public improvements and to more closely estimate the costs of
such improvements. If the estimated cost of the improvements were to exceed the
$1,100,000 that the school has already agreed to, this report may be used to assess
the additional costs of the public improvements to the benefitting properties.
IV. PERMITS
A Minnesota Pollution Control Agency (MPCA) NPDES General Construction
Stormwater permit will be required for this project. Typical MN Department of Health
and MPCA permits required for the extension of municipal water and sewer lines will
be obtained. No other permits should be required for this project.
V. RIGHT-OF-WAY / EASEMENTS
The existing 80th Street lies within a 66' wide prescriptive easement with the
exception of the area adjacent to the Arbor Creek development (40' wide platted right-
of-way). The School is being required to plat 50' of right-of-way plus a 10' wide
drainage and utility easement along the entire south and west property lines to
accommodate the 80th Street and utility improvements.
The existing utility connections (water and sanitary) are located within existing right-of-
way. The extensions of the water and sewer will be within existing platted right-of-way
or drainage and utility easements.
No additional right-of-way or utility and drainage easements are anticipated at this time.
If additional utility and drainage easements are required based on the final design,
these permanent and temporary easements will need to be provided to the City of
Otsego.
Page 3
S:\Municipal\AOTSEGQ\393\FEASIBILITY\ot393Feasibility.doc
VI. PRELIMINARY PROJECT SCHEDULE
With the School already signing an agreement to construct the public
improvements the City Council has ordered the preparation of plans and specifications
October 12, 2015 in hopes for construct the improvements in 2016 and take advantage
of more favorable bidding times. We have prepared a preliminary schedule shown in
the following table.
Table I
Project Schedule
E-8 School Infrastructure Improvements
October 12, 2015
City Council Orders Feasibility Report & Orders
Plans and Specs
November 23, 2015
City Council Accepts Feasibility Report.
January 11, 2016
Public Hearing
January 11, 2016
Council Approves Plans, Orders Advertising
Jan. — Feb. 2016
Bid Project
February 22, 2016
Open Bids and Award Project
Summer 2016
Construct Project
August 15, 2016
Substantial Completion
Fall of 2016
Set and Hold Assessment Hearing (if necessary)
October 2016
A prove Assessment Roll if necessary)
July 1, 2017
Final Completion
Page 4
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A. Estimated Project Cost
Costs for street construction along with the proposed trail, and public utilities of
storm water, sanitary sewer (interim lift station and forcemain) and water were
analyzed. A summary of the estimated cost is as follows:
Table 11
Independent School District #728 E-8 School
Public Improvements
STREET & UTILITY CONSTRUCTION
PROJECT ESTIMATED COST
ITEM
SCHOOL CONSTRUCTION COST
STREET
STORM SEWER
LIFT STATION & FORCEMAIN
LATERAL WATERMAIN
ESTIMATED COST
$
528,800.00
$
72, 300.00
$
118,500.00
$
86,750.00
TOTAL ESTIMATED CONSTRUCTION COST $ 806,350.00
10% CONTINGENCIES $ 80,635.00
15% ADMINISTRATION, LEGAL & ENGINEERING $ 120,940.00
TOTAL ESTIMATED SCHOOL PROJECT COST $ 1,007,935.00
CITY CONSTRUCTION COST MAC)
WATERMAIN $ 42,400.00
TOTAL ESTIMATED CONSTRUCTION COST $ 42,400.00
10% CONTINGENCIES $ 4,240.00
15% ADMINISTRATION, LEGAL & ENGINEERING $ 6,360.00
TOTAL ESTIMATED CITY PROJECT COST
A detailed cost estimate is located in Exhibit D.
$ 53,000.00
Page 5
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B. Financing and Assessments
The IDS #728 is proposed to pay for the Street, Storm Sewer, Interim Lift
Station costs of the project. The Watermain portion of the project is trunk watermain
and is proposed to be paid for using would be paid from the City's WAC funds.
The trunk watermain offers some benefit to adjacent property owners but are not
proposed to be assessed with this project. If and when these adjacent properties
develop in the future the City will collect the WAC fees which will cover the cost of the
trunk watermain. None of the other improvements proposed offer direct benefits to the
any adjacent properties. A summary of assessments is located in Exhibit F. Table III
summarizes the proposed funding sources:
Table III
Independent School District #728 E-8 School
Public Improvements
STREET & UTILITY CONSTRUCTION
PROJECT FUNDING
ITEM ESTIMATED COST
AGREEMENT & POTENTIAL
ASSESSEMENT (ISD #728 FUNDING) $ 1,007,935.00
WAC $ 53,000.00
TOTAL PROJECT FUNDING $ 1,060,935.00
VIII. CONCLUSIONS AND RECOMMENDATIONS
This report analyzed the feasibility of reconstructing 80t" Street as an urban
section with a bituminous trail and turn/bypass lanes from approximately 500' west of
Maclver Avenue NE to Marlowe Avenue NE. The feasibility of constructing
approximately 1,100' of trunk watermain, and an interim lift station with force main to
serve the proposed E-8 School north of 80th Street NE was also evaluated.
The estimated project cost for these improvements is $1,060,935. The project
will be funded through the agreement the City of Otsego has with the Independent
School District#728 and the City of Otsego WAC funds for the trunk portion of the
watermain. Once the project is complete and the project costs, not including the trunk
water main portion, exceeds $1,100,000, the City of Otsego may hold an assessment
hearing to assess a portion or all of the exceedance against the ISD #728.
The project can be accomplished as proposed, and need not be constructed in
conjunction with any other project. The City and the entities to incur the project costs
should review the project for benefit to determine the economic feasibility of the
proposed improvements. The proposed improvements are necessary, cost effective and
feasible from a technical and engineering standpoint, and benefits the properties shown
on Exhibit E and the list of owners shown on Exhibit F.
Page 6
SAMun icipalW0TSEG0\393\FEASIB I LITY\ot393 Feasibility. d oc
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EXHIBIT A
PUBLIC IMPROVEMENTS FOR ISD #728 E-8 SCHOOL
/—
SCHOOL TO CONNECT
TO LIFT STATION AND
TEMPORARY LIFT WATERMAIN PROVIDED
STATION i
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TYPICAL SECTION
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D APPROVED SUBGRADE 32' WIDTH
TYPICAL EXISTING RESIDENTIAL
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ON APPROVED SUBGRADE (MODIFIED) 47 WIDTH
D APPROVED SUBGRADE 48' WIDTH
TYPICAL PROPOSED
URBAN MINOR COLLECTOR STREET
SECTION — 10 TON
NO SCALE
IHakanson
Anderson
Nav 11, 2015 — 1: SSpm
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PLACED
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Nov 11, 2015 — 1:54pm
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EXHIBIT C21
EXHIBIT D
City of Otsego
PUBLIC IMPROVEMENTS FOR ISO #728 E-8 SCHOOL
PRELIMINARY ENGINEER'S COST ESTIMATE
Bid Schedule "A" - Streets & Trail
Item
No.
Description
Unit
Estimated
Quantity
Unit Price
Total Estimated
Extension
1
Mobilization
LS
1
$20,000.00
$20,000
2
Remove Bituminous Pavement
SY
4729
$3.00
$14,187
3
jSawing Bit Pavement Full Depth)
LF
100
$4.00
$400
4
lCommon Excavation P
CY
5154
$4.50
$23,193
5
Salvaged Topsoil From Stockpile L
CY
3255
$3.50
$11,393
6
Salvaged Topsoil in Stockpile EV
CY
10308
$3.50
$36,078
7
Aggre ate Base Class 3 or 4
TON
9735
$9.00
$87,615
8
Aggregate Base Class 5 Mod
TON
3010
$13.00
$39,130
9
Mill Bituminous Surface 1.5"
SY
17
$6.00
$102
10
Bituminous Material For Tack Coat
GAL
558
$3.00
$1,674
11
fType SP 9.5 Wearing Course Mixture 3,C
TON
910
$68.00
$61,880
12
Type SP 12.5 Wearing Course Mixture 2,6 rail
TON
220
$67.00
$14,740
13
Type SP 12.5 Non Wear Course Mixture 3,C
TON
1820
$60.00
$109,200
14
Concrete Flume
EACH
2
$300.00
$600
15
Concrete Curb & Gutter Desi n B418
LF
5050
$14.00
$70,700
16
6" Concrete Driveway Pavement
SY
56
$45.00
$2,520
17
Truncated Domes
SF
80
$55.00
$4,400
18
Traffic Control
LS
1
$5,000.00
$5,000
19
Sign Panels, Type C
SF
108
$32.00
$3,456
20
Silt Fence, Type MS
LF
3300
$2.00
$6,600
21
Storm Drain Inlet Protection
EACH
10
$75.00
$750
22
Stabilized Construction Exit
LS
2
$2,000.00
$4,000
23
Seeding
ACRE
2.02
$3,000.00
$6,060
24
Erosion Control Blanket - Cate o 2
SY
770
$2.50
$1,925
25
Pavement Message Left Arrow - Paint
EACH
4
$75.00
$300
26
Pavement Message (Right Arrow - Paint
EACH
5
$75.00
$375
27
Pavement Message hru Arrow - Paint
EACH
4
$75.00
$300
28
4" Solid Line White - Paint
LF
6000
$0.10
$600
29
4" Broken Line White- Paint
LF
275
$0A0
$28
30
12" Stop Line White - Paint
LF
144
$2.60
$374
31
24" Solid Line Yellow - Pain1
LF
230
$2.45
$564
32
4" Double Solid Line Yellow - Pain1
LF
3300
$0.20
$660
Total - Bid Schedule "A"
Bid Schedule "B" - Storm Sewer
"ZS,5U4.UU
Item
No.
Description
Unit
Estimated
Quantity
Unit Price
Total Estimated
Extension
33
15" RC Pipe Apron
EACH
2
$500.00
$1,000
34
4" Precast Concrete Headwall
EACH
6
$240.00
$1,440
35
4" Perf PVC Pie Drain
LF
600
$15.00
$9,000
36
15" RC Pie Sewer Design 3006 CL V all de the
LF
400
$38.00
$15,200
37
18" RC Pipe Sewer Design 3006 CL V all depths)
LF
150
$41.00
$6,150
38
21" RC Pipe Sewer Design 3006 CL III all depths)
LF
100
$43.00
$4,300
39
Construct Drainage Structure Design 48-4020
LF
33
$500.00
$16,500
40
Construct Drainage Structure Design H
LF
8
$450.00
$3,600
41
Construct Drainage Structure Design N
LF
8
$450.00
$3,600
42
Articulated Interlocking Block Open Cell, Type A
SY
100
$115.00
$11,500
Total- Ism Scheauie "B"
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5:1MunicipaMOT5EGO1393%FEASIBILITY\OT393 EngEst (11-18-1 S).xlsx Page 1 of 2
EXHIBIT D
City of Otsego
PUBLIC IMPROVEMENTS FOR ISO #728 E-8 SCHOOL
PRELIMINARY ENGINEER'S COST ESTIMATE
Bid Schedule "C" - Interim Lift Station and Forcemain
Item
No.
Description
Unit
Estimated
Quantity
Unit Price
Total Estimated
Extension
43
Connect To Existing Sanitary Manhole
LS
1
$1,750.00
$1,750
44
4" HDPE Forcemain Installed by Horizontal Directional Drilling
LF
1200
$35.00
$42,000
45
Forcemain DIP Fittings
LBS
148
$5.00
$740
47
72" Diameter Liftstaion Manhole {0- 8 feet)
EACH
1
$5,000.00
$5,000
46
72" Diameter Manhole - Additional Depth
VF
10
$250.00
$2,500
48
5 HP Pumps
EACH
2
$10,000.00
$20,000
49
Electrical Enclosure
EACH
1
$5,000.00
$5,000
50
Phase 3 Power
LS
1
$1,500.00
$1,500
51
Salvaged Topsoil in Stockpile EV
CY
400
$3.00
$1,200
52
Aaareaate Base Class 5 Mod
TON
815
$15.00
$12,225
53
SCADA
LS
1
$15,000.00
$15,000
54
Lift Station A urtances
LS
1
$10,000.00
$10,000
55
Testing Forcemain
LS
1
$1,500.00
$1.500
i otai - ctia scneauie ••c
Bid Schedule "D" - Watermain Lateral
$118,415
Item
No.
Description
Unit
Estimated
Quantity
Unit Price
Total Estimated
Extension
56
Connect To Existing 16" Watermain
EA
1
$1,000.00
$1,000
57
Salvage And Reinstall Hydrant, 6" Pipe And 6" Gate Valve
LS
1
$3,000.00
$3,000
58
Hydrant With 6" Valve
EA
1
$5,000.00
$5,000
59
10" Watermain Ductile Iron Cl 52
LF
1120
$50.00
$56 000
60
6" Watermain Ductile Iron Cl 52
LF
20
$30.00
$600
61
10" Gate Valve And Box
EA
3
$3,000.00
$9,000
62
6" Gate Valve And Box
EA
1
$2,100.00
$2,100
63
Watermain Fittings
LBS
2010
$4.50
$9,045
64
Testing Watermain
LS
1
$1,000.00
$1,000
rota) - tita scneauie "D"
Bid Schedule "E" - Watermain Trunk
$86,745
Item
No.
Description
Unit
Estimated
Quantity
Unit Price
Total Estimated
Extension
65
10" DIP to 16" DIP Watermain
LF
1120
$25.00
$28,000
66
10" Gate Valve to 16" Butterfly Valve
EA
4
$1,000.00
$4,000
67
16" to 10" Watermain Fittings
LBS
1 2310
$4.50 1
$15,395
i otai - tua scneauie "L)
$42,395
Total - Bid Schedule "A" - Streets & Trail $528,804
Total - Bid Schedule "B" - Storm Sewer $72,290
Total - Bid Schedule "C" - Interim Lift Station and Forcemain $118,415
Total - Bid Schedule "D" - Watermain Lateral $86,746
TOTAL CONSTRUCTION COST $806,254
10% Contingencies $80,625
16% Administration, Legal, & Engineering $120,938
TOTAL ESTIMATED SCHOOL PROJECT COST $1,007,817
Total - Bid Schedule "E" - Watermain Trunk $42,396
10% Contingencies $4,240
15% Administration, Legal, & Engineering $6,359
TOTAL ESTIMATED CITY PROJECT COST $52,994
S:1MunicipaMOTSEGO\393\FEASIBILITY\OT393 EngEst (71-78-75)xisx Page 2of2
BENEFITING PROPERTIES
LEGEND
PROPOSED ASSESSED PROPERTY
K
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Anderson
Nov 11. 2015 — 2.•11pm
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SEC. H, TWP. 12L RNG. 3
40
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PROPOSED DRAINAGE
AN UTBUTY NT
BY SEPARATE
to
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�OUTLOT� B ; I o
ROI+QSFD DRAWACEAND !
IASEfA
58979'14'E - P - QyS ' 9f I o 3
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' 539.24
PROPOSED 20%
WATERMAIF(.EME1NT )
• /' .` o PROPOSED
BUILDING a w IId
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PROPOSED DRAINAGEAND .- .
WETLMID AS Olel"TEO
BY KJOLHAUC -942
-_q45 { PROPOSED PARKING ENMOWENTAL SERVICES -'I
ON APRL'1z 20"
SATE51' CORNER OF j AND UTILITY EASEMN
MWEME
39�
SECTION 19, TOVN5NP 12LR=5thQ0 - I
RPNGE 23 .as - __'" I I�r < `1 Q �✓ L-7910
G� RON rbNUFEar 50 � i�� _
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630' RLDG S ,
-____
—_
700 60 1 J
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77
S89.19'WE
I 501.11-HEAST CORNER OF—
'-SOUTH Ot19, OF SWNS I/4 WEST SW ECTION Iq,TOWNSHIP 121,
SELTVJN 19, TOWNSHIP 121, RANGE 23 RANGE 23
UNDERGROUND UTILITIES NOTES:
LEGEND:
FLOOD INFORMATION:
7HE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
® FOUND MONUMENT (AS NOTED)
OVERHEAD ELECTRIC
THIS PROPERTY LIES WITHIN THE UNSHADED ZONE X, AREAS DETERMINED TO
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO
BE OUTSIDE THE 500 YEAR FLOOD PLAIN, AS SHOWN ON THE NATIONAL FLOOD
GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPROMISE ALL
E— GUY WIRE
> SANITARY sEvvER
INSURANCE RATE MAP COMMUNITY PANEL NUMBER 2707470001 A, HAVING AN
SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
-a- POWER POLE
>>—STORM "ER
EFFECTIVE DATE OF SEPTEMBER 30, 1992.
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY
7p T81PHON-c PNESTAL
—. WIRE FENCE NOTED)
EXISTING PARKING
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE
CURB I YPICALI
'}
INFORMATION AVAILABLE. THIS SURVEY HAS NOT PHYSICALLY LOCATED THE
® SANITARY MANHOLE
-----I230. CONTOURS
THERE ARE 0 VISIBLE PARKING STALLS DESIGNATED ON THIS PARCEL INCLUDING
UNDERGROUND UTILITIES, GOPHER STATE ONE CALL LOCATE TICKET
CATCH BASIN
x .n0.a SPOT ELEVATION
0 HANDICAP STALL.
NUMBER(S)150070133. SOME MAPS WERE RECEIVED, WHILE OTHER UTILITIES
DID NOT RESPOND TO THE LOCATE REQUEST. ADDITIONAL UTILITIES OF
® FLARED END SECTION
WHICH WE ARE UNAWARE MAY EXIST. OTHER UTILITIES MAY EXIST ON THIS
O STORM MANHOLE
SITE THAT WERE NOT MARKED UP.
WATER CONTROL STRVCTURE
CALL 4E'OREYOU DIGI
V HYDRANT
Gopher State One Call
m WATER VALVE
_Nc_AREA 651- S -0002
TOLLFREE 1-600-252-1166
nD MAILBOX
EXISTING LEGAL DESCRIPTION (per Wright County tax records): OTS EG O E— 8
The west half of the southwest quarter of Section 19. Township 121. Range 23. SCHOOL ADDITION
EXCEPT:
That part of the hereinbefom described property described as follows: PRELIMINARY PLAT
Beginning at a point on the east line of said west half lying 28 feet South of the
northeast comer thereof: thence North a distance of 28 feet along said east
line: thence West a distance of 21 feet along the north line of said west half; CONTACT -
thence southeasterly to the Point of Beginning. $, '
Wright County, Minnesota NEIL TESSIER
SAFEngineering, PLLC
6574 Sioux Lane
Lino Lakes, MN 55014
Phone:612-213-9859
VICINITY MAP
4
EXISTING EASEMENT NOTES: o /
} <
No title work was provided for the benefit of this survey. (NOT7o St o
SEG 19, 21, rr C
CITY OF OTSECO, ECO, WRIGtIT COUNTY,
EXISTING AREAS: mINNEsOTA
¢ REVISIONS:
PARCEL AREA PER LEGAL DESCRIPTION:
DATE REVISION
3,608,647 sq. ft., being 82.84 acres, more or less
10-15-15 INITIAL ISSUE
APPROXIMATE ROAD RIGHT OF WAY AREA: 10-22-15 MARLOW ROW REV
87,886 sq. ft., being 2.02 acres, more or less
PARCEL AREA LESS APPROXIMATE ROAD RIGHT OF WAY
3,520,761 sq. ft- being 80,83 acres, more or less CERTIFICATION'
I hereby C Fy tbar this plan was prepared by
m under my direct supervision, and that I —
a duly Licensed land Surveyor Under the laws of
the staze of Mmnesata,
PROPOSED AREAS:
Daniel 25T8
LOT 1 AREA - 763,960 SQ. FT. LThurmes RE buadon nber.
OUTLOT A AREA = 436,691 SQ. FT. Da 10-15-15
OUTLOT B AREA = 2,113,305 SQ. FT.
MACIVER AVER.O.W. = 110,283 SQ. FT.
80th STREET N.E. RO.W..= 68,100 SQ. FT.
MARLOWE AVE R.O.W. = 43279 SQ. FT,
85th STREET N.E. R.O;W. = 73,029 SQ. FT.
SCHEDULE B2 NOTES: NORTH
$ 0 100 200
7. Title work was not provided for this survey.
BENCHMARKS
ELEVATIONS BASED ON INFORMATION AS SHOWN ON THE MND07 GEODETIC PROJECT LOCATION:
WEBSrTE.ESTABLISH
SURVEY DISK C 12123 WITH IS ELEVATION OF 943.90 WAS USED TO / \ / _ a
ESTABLISH VERTICAL CONTROL FOR THIS SURVEY (NAND 88) X
80th ST NE
PID#118500193200
SURVEY NOTES:
1. BEARINGS ARE BASED ON COORDINATES SUPPLIED BY THE WRIG HT COUNTY
SURVEYORS OFFICE.
2, THERE MAY SOME UNDERGROUND UTILITIES, GAS, ELECTRIC, ETC. NOT
SHOWN OR LOCATED.
3. WETLAND DELINEATION FLAGS WERE FOUND OR LOCATED AS SHOWN ON
SURVEY.
ZONING NOTES:
1. SITE 15 ZONED A-1, AGRICULTURAL - RURAL SERVICEAREA, PER CITY OF
OTSEGO ZONING MAP
Suite*]
6750 Stillwater Blvd. N.
Stillwater, MN 55082
Phone 651.275.8969
Fax 651.275.8916
don@
assurvey
,net
CORNERSTONE
LAND SURVEYING, INC.
FILE NAME PREPLATSAFi 5
PROJECT NO. SAF14015
PRELIMINARY
PLAT
SHEET I OF 2
RESOLUTION NO. 2015-70
RESOLUTION RECEIVING REPORT
AND CALLING HEARING ON IMPROVEMENT
WHEREAS, pursuant to a resolution of the council adopted October 12, 2015, a
report has been prepared by Hakanson Anderson Associates, Inc. with reference to
infrastructure improvements necessary for an E-8 School located near the intersection
of Maclver Avenue and 80th Street and this report was received by the council on
November 23, 2015;
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF OTSEGO,
MINNESOTA:
1. The council will consider the making of such improvement in accordance
with the report and the assessment of benefiting property for all or a portion of the cost
of the improvement pursuant to Minnesota Statutes Chapter 429 with the estimated total
cost of the improvement being $1,070,395.
2. A public hearing shall be held on such proposed improvement on the 11th
day of January, 2016 in the council chambers of the city hall at 7:00 p.m. and the clerk
shall give mailed and published notice of such hearing and improvement as required by
law.
Adopted by the council this 23rd day of November, 2015.
Motioned By:
Seconded By:
All in Favor:
Those Opposed:
Jessica Stockamp, Mayor
Tami Loff, Clerk
ot393 Res Receiving Report and Calling Hearing on Improvement - E-8 School