02-28-00 CCCITY OF OTSEGO
REQUEST FOR COUNCIL ACTION
AGENDA SECTION: DEPARTMENT: MEETING DATE:
DEPARTMENT: PREPARED BY:
5. CONSENT AGENDA Elaine Beatty, City Clerk February 28, 2000 -
6:30PM
ITEM NUMBER ITEM DESCRIPTION:
5.1. Consider approval of partial payment #7 to Barbarossa & Sons in the amount of
$33,758.02.
5.2. Consider approval of partial payment #3 to LaTour Construction in the amount of
$
BACKGROUND:
5.1. & a 5.2. Attached is information from Larry Koshak regarding these items. At the
time this was written the figure amount for 5.2 was not yet available, but it will be in Mr.
Koshak`s packet information.
RECOiVLVIENDATION:
This is for Council consideration and approval. If Council has any questions or need to
discuss further, the item should be removed to another section of the Agenda.
Thanks,
Elaine
liHakanson
Anderson
llAssoc.,Inc.
,il & Municipal Engineering
-end Surveying
CITY OF OTSEGO
COUNCIL AGENDA
February 23, 2000
ITEM 5.0 CONSENT AGENDA
CONTRACT PAYMENTS
3601 Thurston Avenue
Suite 101
Anoka, Minnesota 55303
612/427-5860
612/427-0520 Fax
ITEM 5.1 CONSIDER APPROVAL OF ATTACHED PAY ESTIMATE #7 FOR THE
TRUNK SANITARY SEWER AND WATERMAIN PROJECT.
COP #98.04.
We recommend payment of $76,859.73 to Barbarossa & Sons.
ITEM 5.2 CONSIDER APPROVAL OF ATTACHED PAY ESTIMATE #3 FOR THE
78th STREET, QUADAY AVENUE AND PAGE AVENUE SANITARY
SEWER, WATERMAIN, STORM SEWER AND STREET
CONSTRUCTION PROJECT. COP #99.02.
We recommend payment of $181,060.08 to LaTour Construction.
\\Ha01\Shared Docs\Municipal\AOTSEGO\901\ot901consentagenda2-28-OO.doc
22
CITY OF OTSEGO
REQUEST FOR COUNCIL ACTION
AGENDA SECTION: DEPARTMENT: MEETING DATE:
DEP ARTtiIENT: PREPARED BY:
7. Larry Koshak, City Engineer: Elaine Beatty, City Clerk/February 28, 2000
6:30PM
ITEM NUMBER: ITEM DESCRIPTION:
7.1. Consider approval of Change Order #2 to Project 98.04 - Trunk Sanitary
Sewer and Water Main. The contract with Barbarossa & Sons would
increase by $10,319.95.
7.2 Consider approval of Change Order #1 to Project 99.02 - 78TH Street,
Quaday Ave. & Page Ave. Sanitary Sewer, Watermain & Street Project.
The contract with LaTour Construction would increase by S
7.3. Consider approval of the 1999 MSA unassigned mileage to one of the
proposed routes shown on the enclosed exhibit.
7.4. Consider approval of Change Order #1 to Project 99.01 - 1999 Street
C)verlay. The Change Order will increase the contract with Bauerly Bros
by S5,125.00.
7.5. Any Engineering Business
Note: 7.2 Dollar amount will be in Larry Koshak's packet of information attached.
BACKGROUND:
See attached information from Larry Koshak and Mike Robertson will be present also for
further discussion on these items in the packet provided by Larry Koshak.
7.2. Is for any other Engineering Business that should arise.
RECOlLIIE-N-DATION:
This is for Council consideration and approval where necessary.
Thanks��
Elaine
Hakanson
Anderson
Assoc., Inc.
& Municipal Engineering
Land Surveying
CITY OF OTSEGO
CITY ENGINEER
COUNCIL AGENDA ITEMS
COUNCIL MEETING
2/28/00
3601 Thurston Avenue
Suite 101
Anoka, Minnesota 55303
612/427-5860
612/427-0520 Fax
Item 7.1 Consider approval of Change Order #2 to Project 98.04 — Trunk
Sanitary Sewer and Watermain
The contract with Barbarossa & Sons would increase by $10,319.95. Find
attached a copy of the Change Order #2.
Item 7.2 Consider approval of Change Order #1 to Project 99.02 — 78th Street,
Quaday Ave. and Page Ave. Sanitary Sewer, Watermain & Street
Project
The contract with LaTour Construction would increase by $74,052.84.
Find attached a copy of Change Order #1.
Item 7.3 Consider approval of the new Municipal State Aid (MSA) route with
additional mileage earned by development in 1999.
Our exhibit attached shows several possible routes. Some of the routes
are too long for the mileage allotted. Other routes may not be compatible
with the proposed development. The allotted mileage is 0.73 miles for
1999.
The City had the routes from 85th Street extended east to CSAR 42 on the
MSA plan a few years ago but removed it to use the length on 78th Street
& Page Ave. That route could be put back in the system.
Our recommendation would be the extension of Page Ave. to CSAH 37
using Route D & E. This route would meet CSAH 37 just west of the
present farmyard of Lefco Farms. It would connect into Page Ave. at the
intersection with 78th Street.
Route D & E are about half way between Odean Ave. and the future
Quaday Ave. on CSAH 37, which is about 1 3/4 miles each way.
If the City does not draw MSA fund for a route as designated the routes
can be revoked with no penalty and the mileage is shifted to other routes.
If monies are spent on the route and if the desire is to revoke the status
the City must pay back the funds spent to the MSA.
Council Agenda Items, Page 1
\\Ha01\Shared Docs\Municipal\AOTSEGO\901\ot901agenda2-28-OO.doc
Item 7.4
Item 7.5
We are requesting approval of a motion designating the recommended
route. We will be back at a later council meeting for resolution but we
must first pass the selection before the District State Aid Engineer.
Consider approval of Change Order #1 to Project 99.01 — Bituminous
Street Improvement Project.
The change Order will increase the contract with Bauerly Bros. by
$5125.00. Find attached a copy of Change Order #1.
Any other Engineering Business
Council Agenda Items, Page 2
\\Ha01\Shared Docs\MunicipaMOTSEGO\901\ot901agenda2-28-OO.doc
Hakanson
Anderson
Assoc., Inc.
Mn/DOT TP -2184-02 (5/83)
State of Minnesota Department of Transportation
Contractor: Barbarossa & Sons
Address: 11000 93`d Ave. N.
ITEM 7.1
CHANGE ORDER #2
S.P. No. N/A
F.P. No. N/A
Location: City of Otsego, Trunk Sewer & Water Contract No. Otsego 98-04
Page 1 of 1
In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the Work as altered by the following provisions:
oil
Add the following work and payment items to your contract:
Item 40A 20" x 28" CMP Arch Pipe 58 LF @ $38.00 = $2,204.00
Existing Arch corrugated metal pipe (CMP) had to be removed and replaced when sewer
and water lines were extended across the frontage road near the intersection of CR 42
and 39 (Tom Thumb area).
Item 63C Reset Piping and Hydrant at Pumphouse 1 LS @ $1,96.00 = $1,896.00
Work necessary for connection between trunk water project and city pumphouse project
Item 63D Reset Private Well (Pouliet) 1 LS @ $203.45 = 203.45
Work on well that was impacted by construction
_.n 69A Subgrade Correction, Rock Material 420 TON @$12.00 = $5,040.00
The construction of the sanitary sewer encountered some very fine silty sand that could
not be dewatered and was too soft for pipe support and bedding. Soil correction was
performed by use of an open graded crushed rock product.
Item 25A Remove manhole section, adjust to grade 3 EA @ $400.00 = $1,200.00
Manholes on easement, Kolles property, required additional adjustment to match finished
grade through drainage area from Kolles farmstead to 85th Street.
Item 30C Deduct for Public Works Grading 1 LS @ -$223.50 = -$223.50
A deduction from contract payment to reimburse City of Otsego Public Works for time
spent on election day to maintain gravel driveway entrance to school.
CHANGE IN CONTRACT TIME
Due to this change, the Contract Time:
❑ is Increased by Working Days
❑ is Decreased by Calendar Days
is not changed.
❑ May be revised if the work affected the controlling
operation. 11
Original to Engineer, Metro State Aid Office
\\Hao1\Shared Docs\Municipai\AOTSEGO\612\ot612CO2.doc
Total Change Order: $10,319.95
Issued by:
Project Engineer Date
Accepted by.
Contractor's Authorized Representative Date
Approved by:
Owner, City of Otsego Date
ITEM 5.1
PAY ESTIMATE #7
February 17, 2000
Barbarossa & Sons
11000 93rd Avenue North
P.O. Box 367
Osseo, MN 55369
RE: Sanitary Sewer and Watermain Trunk Facilities
Contractor: Barbarossa & Sons, Inc.
Contract Amount: $2,173,560.25
Award Date: May 5, 1999
Completion Date: November 1, 1999
Dear Council Members:
The following work has been completed on the above referenced project:
Bid Schedule "A" - REMOVALS
Item
Sec Ref. Description
Estimated
Quantity
Contract Price
Total Contract Price
Previous
Work
Work this
Period Total to Date
Extension
1
2021 Mobilization, Maximum 3%
1 LS
$55,000.00 LS
$55,000.00
1
1 LS
$55,000.00
2
2101 Clear and Grub Sta 36+00 — 94+00
1 LS
$2,500.00 LS
$2,500.00
1
1 LS
$2,500.00
3
2101 Clear and Grub Sta 7+00 — 35+00
1 LS
$4,000.00 LS
$4,000.00
1
1 LS
$4,000.00
4
2104 Relocate Bank Sin
1 LS
$2,000.00 LS
$2,000.00
1
1 LS
$2,000.00
5
2104 Relocate Light Pole
6 EA
1 $1,500.00 EA
$9,000.00
2
2 EA
$3,000.00
6
2104 Remove Barbed Wire & Electric Fence
570 LF
$1.00 LF
$570.00
580
580 LF
$580.00
7
2104 Remove Barbed Wire Fence
1,800 LF
$1.00 LF
$1,800.00
1380
1380 LF
$1,380.00
8
2104 Remove Bituminous Pavement
2,800 SY
$1.50 SY
$4,200.00
2056
2056 SY
$3,084.00
9
2104 Remove Concrete Curb & Gutter
965 LF
$1.80 LF
$1,737.00
570
570 LF
$1,026.00
10
2104 Remove Concrete Pavement
95 SY
$4.00 SY
$380.00
80
80 SY
$320.00
ill
2104 Remove Pipe Culverts
1,600 LF
$2.00 LF
$3,200.00
1088
1088 LF
$2,176.00
12
2104 Salvage and Reinstall Traffic and other Signs
26 EA
$37.50 EA
$975.00
2
13 15 EA
$562.50
13
2104 Salvage Mailbox and Reinstall on new Standard
5 EA
$105.00 EA
$525.00
0
5 5 EA
$525.00
14
2104 Sawcut Bituminous Pavement
835 LF
$1.00 LF
$835.00
484
484 LF
$484.00
15
2104 Sawcut Concrete Pavement
70 LF
$5.00 LF
$350.00
20
20 LF
$100.00
16
2104 Remove and Salvage Stone Retaining Wall
2 EA
$500.00 1EA
$1,000.00
2
2 EA
$1,000.00
17
2104 Remove and Salvage Wood Retaining Wail
2 EA
$500.00 JEA
1 $1,000.00 1
21
2 EA 1
$1,000.00
TOTAL BID SCHEDULE "A":
\\haMshared unidpahaotsego\ot612\ot612bt.xls
89,072.00
78,737.50
Page 1 of 7
"23/00
ITEM 5.1
Min crucnrii G 1191" _ 0GCTnQAT1nM PAY ESTIMATE #7
Item
-•-------------
Sec Ref. Description
Estimated
Quantity
Contract Price
Total Contract Price
Previous
Work
Work this
Period
Total to Date
Extension
18
2105 Topsoil Borrow
2500 CY
$
1.00
CY
$
2,500.00
0
0 CY
$0.00
19
2211 Class 5 Aggregate Base
12000 TN
$
6.50 TN
$
78,000.00
4860.5
1459.7
6320.2 TN
$41,081.30
20
2301 6" Concrete Pavement
95 SY
$
27.00
SY
$
2,565.00
80
80 SY
$2,160.00
21
2340 Type 31 Bit. Base Course
300 TN
$
44.00 TN
$
13,200.00
267.99
267.99 TN
$11,791.56
22
2340 Type 41 Bit. Wear Course
250 TN
$
45.00
TN
$
11,250.00
290.841
290.84 TN
$13,087.80
23
2357 Bit. Material for Tack Coat
100 GAL
$
1.50
GAL
$
150.00
102
102 GAL
$153.00
24
2511 Bituminous Flume
4 EA
$
300.00
EA
$
1,200.00
3
3 EA
$900.00
25
2531 B612 Concrete Curb & Gutter
1,200 LF
$
8.00
LF
$
9,600.00
334
334 LF
$2,672.00
26
2531 B618 Concrete Curb & Gutter
140 LF
$
8.75
LF
$
1,225.00
236
236 LF
$2,065.00
27
2564 4" Double Yellow Paint
85 LF
$
3.70
LF
$
314.50
0
0 LF
$0.00
28
2564 4" Solid White Paint
415 LF
$
1.85
LF
$
767.75
0
0 LF
$0.00
29
2564 Pavement Paint - Left Turn Arrow
2 EA
$
90.00
EA
$
180.00
01
0 EA
$0.00
30
2564 Pavement Paint -"Onl "
1 EA
$
110.00
EA
$
110.00
01
0 EA
$0.00
31
2564 Pavement Paint -Right Turn Arrow
2 EA
$
90.00
EA
$
180.00
01
0 EA
$0.00
32
2564 Traffic Control
1 LS
$
4,000.00
LS
$
4,000.00
11
1 LS
$4,000.00
33
2573.Temporary Erosion Control
1 LS
$
3,000.00
LS
$
3,000.00
11
1 LS
$3,000.00
34
25751 Agricultural Restoration
25 AC
$
400.00
AC
$
10,000.00
10
11.3
21.3 AC
$8,520.00
35
25751 Seeding - Type Field Restoration
0 AC
$
520.00
AC
$
26,000.00
55.2
55.2 AC
$28,704.00
36
2575 Seedin - T a Lawn Restoration
3 AC
$
580.00
AC
$
1,740.00
1
1 AC
$580.00
2575 Wetland Restoration
5 AC
$
1,200.00 AC
$
6,000.00
2.5
0.2
2.7 AC
$3,240.00
F383
2575 Sod
7000 SY
$
1.90
SY
$
13,300.00
13336
13336 SY
$25,338.40
C.O. #2 Deduct for Public Works Dept. Grading
1 LS
1 $
LS
$
-
0
1
1 LS
$223.50
TOTAL BID SCHEDULE "B":
185,282.25
147,069.56
Page 2 of 7
\\ha01\share, un�cipaaaotsego\ot612\ot612bt.xls ,23/00
ITEM 5.1
Rrn RrHFnlll F "r" - rt1LVERTS AND DRAINAGE PAY ESTIMATE #7
Item
Spec Ref. Description
Estimated
Quantity
Contract Price
Total Contract Price
Previous
Work
Work this
Period Total to Date
Extension
39
2501 8" CS Pipe Culvert
22 LF
$15.00
LF
$330.00
0
0 LF
$0.00
40
2501 15" CS Pipe Culvert
128 LF
$18.00
LF
$2,304.00
128
128 LF
$2,304.00
40A
C.O. #2 20 x 28 CMP Arch
0 LF
$38.00
LF
$0.00
$18.00
58 58 LF
$2,204.00
41
250115B Yz" Span RC Arch Pie
32 LF
$104.00
LF
$3,328.00
0
8 8 LF
$832.00
42
2501158 1/2" Span RC Arch Pipe Apron
2 EA
$850.00
EA
$1,700.00
0
1 1 EA
$850.00
43
2503112" RCP Design 3006 C15
24 LF
$22.00
LF
$528.00
0
0 LF
$0.00
44
2503112" RCP Apron
2 EA
$300.00
EA
$600.00
0
0 EA
$0.00
45
2503115" RCP Design 3006 CI 5
706 LF
$23.00
LF
$16,238.00
640
640 LF
$14,720.00
46
2503115" RCP Apron
36 EA
$325.00
EA
$11,700.00
34
34 EA
$11,050.00
47
2503118" RCP Design 3006 C13
102 LF
$24.00
LF
$2,448.00
110
110 LF
$2,640.00
48
2503 18" RCP Apron
4 EA
$375.00
EA
$1,500.00
4
4 EA
$1,500.00
49
2503 24" RCP Design 3006 Cl 3
344 LF
$28.00
LF
$9,632.00
168
30 198 LF
$5,544.00
50
2503 24" RCP Apron
13 EA
$400.00
EA
$5,200.00
6
6 EA
$2,400.00
51
2503 30" RCP Design 3006 C13
24 LF
$36.00
LF
$864.00
0
0 LF
$0.00
52
2503 30" RCP Apron
1 EA
$475.00
EA
$475.00
0
0 EA
$0.00
TOTAL BID SCHEDULE "C":
RID grHFnlll F "D" - WATERMAIN
56,847.00
44,044.00
Item
Sec Ref. Description
Estimated
Quantity
Contract Price
Total Contract Price
Previous
Work
Work this
Period
Total to Date
Extension
53
2600 24" Steel Pipe Casing -Jacking
370 LF
$140.00
LF
$51,800.00
350
350 LF
$49,000.00
54
2611 Connect to Existing Watermain
4 EA
$850.00
EA
$3,400.00
3
1
3 EA
$2,550.00
55
2611 8' CI 52 DIP Watermain
1250 LF
$18.00
LF
$22,500.00
59
79
1329 LF
$23,922.00
56
2611 16" Cl 52 DIP Watermain
15256 LF
$32.00
LF
$488,192.00
15448
-118
15330 LF
$490,560.00
57
2611 DIP Fittings
11500 LB
$2.00
LB
$23,000.00
10000
3,256
13256 LB
$26,512.00
58
2611 8" Gate Valve
1 EA
$650.00
EA
$650.00
1
1 EA
$650.00
59
2611 16" Butterfly Gate Valve
23 EA
$1,350.00
EA
$31,050.00
23
2
25 EA
$33,750.00
60
2611 4" Watermain Insulation
9 SY
$15.00
SY
$135.00
9
18
27 SY
$405.00
61
2611 6" CL 52 DIP Watermain Hydrant Leads
200 LF
$17.00
LF
$3,400.00
125
93
218 LF
$3,706.00
62
2611 6" Gate Valve - Hydrant
15 EA
$450.00
EA
$6,750.00
15
15 EA
$6,750.00
63
2611 Hydrant
15 EA
$1,600.00
EA
$24,000.00
15
15 EA
$24,000.00
63A
CO #1 1" Corporation Stop
1 EA
$40.00
EA
$40.00
0
1 EA
$40.00
63B
CO #1 1 1/2" Corporation Stop
1 EA
$45.00
EA
$45.00
0
1 EA
63C
CO #2 Reset Hydrant and Piping at Pump House
0
EA
1 1,896.00
EA
$0.00
0
1
1 EA
$1,896.00
63D
CO #21 Reset Private Well Pouliet
0
EA
1 $203.45
EA
$0.00
0
1
1 EA
1 $203.45
TOTAL BID SCHEDULE "D":
654,962.00
663,944.45
Page 3 of 7
\\ha01\.share% iunicipat\aotsego\ot612\01612bt.xls `23/00
BID SCHEDULE "E" - SANITARY SEWER
ITEM 5.1
PAY, ESTIMATE #7
Item
Sec Ref. Description
Estimated
QuantityContract
Price
Total Contract Price
Previous
Work
I Work this
Period
Total to Date
Extension
E-1 :GRAVITY F W SYSTEM
E-2 SANITARY FORCE MAIN
64
2600124" Steel Pipe Casing -Jacking
530
$160.00 LF
$84,800.00
700
310
700 LF
$112,000.00
65
262118- SDR 26 PVC Pie all depths)
30 LF
$40.00 LF
$1,200.00
92
18047
92 LF
$3,680.00
66
2621115- SDR 26 PVC Pie 16'-20'
400 LF
$44.00 LF
$17,600.00
398
570
398 LF
$17,512.00
67
2621 15" SDR 26 PVC Pie 20'-24'
4500 LF
$45.00 LF
$202,500.00
4449
-100
4349 LF
$195,705.00
68
2621 15" SDR 26 PVC Pi a 24'-28'
1335 LF
$46.00 LF
$61,410.00
1345
2
1345 LF
$61,870.00
69
2621 15" SDR 26 PVC Pie 28'-32'
600 LF
$47.00 LF
$28,200.00
650
7
650 LF
$30,550.00
69A
CO #2 Sub rade Correction, Rock Material
0 CY
$12.00 CY
1 $0.00
01
420
420 CY
$5,040.00
70
2621 8" PVC Pipe Plug
2 EA
$20.00 EA
$40.00
3
0.2
3 EA
$60.00
71
2621 15" PVC Pipe Plug
1 EA
$75.00 EA
$75.00
0
0.2
0 EA
$0.00
72
Deleted per Addendum No. 1
1 LS
$35,300.00 LS
$0.00
0
0
$0.00
73
2621 16" DIP Sewer
100 LF
$65.00 LF
$6,500.00
100
100 LF
$6,500.00
74
2621 18" RCP Sewer
18 LF
$55.00 LF
$990.00
15
151 LF
$825.00
75
2621 Sanitary Sewer MH to 8' Deep
23 EA
$2,050.00 EA
$47,150.00
24
0.5
24 EA
$49,200.00
75A
CO #2 Removal of MH Section, Adjust to Grade
0 EA
$400.00 EA
1 $0.00
01
3
3 EA
$1,200.00
761
2621 Extra Depth Sanitary MH > 8'
352 VF
$80.00 VF
$28,160.00
356.8L
356.8 VF
$28,544.00
77
2621 Construct Outside Drop3
EA
$1,600.00 EA
$4,800.00
4
4 EA
$6,400.00
77A CO #1 4 inch on 8" Service Wye
2 EA
$60.00 EA
$120.00
0
2
2 EA
$120.00
Item
Sec Ref.
Descri tion
Estimated
Quantity
Contract Price
Total Contract Price
Previous
Work
Work this
I Period I
Total to Date
Extension
E-2 SANITARY FORCE MAIN
78
2600118" Steel Pipe Casing - Jacking
295 LF
$125.00 LF
$36,875.00
310
310 LF
$38,750.00
79
262118' DRI 8 C900 CL 150 PVC Forcemain
18100 LF
$23.00 LF
$416,300.00
18047
18047 LF
$415,081.00
80
2621 DIP Fittincts
870 LB
$2.00 LB
$1,740.00
570
120
690 LB
$1,380.00
81
2621 Cleanout MH - Forcemain
3
$4,075.00 EA
$12,225.00
3
3 EA
$12,225.00
82
2621 Air Release MH -Forcemain
2 EA
$3,100.00 EA
$6,200.00
2
2 EA
$6,200.00
83
2621 8" Gate Valve - Force Main
7 EA
$650.00 EA
$4,550.00
7
1
8 EA
$5,200.00
E-3 SANITARY SE N R LIFT STATION
84
26211 Lift Station Electrical
1
$5,200.00 LS
$5,200.00
0.8
0.2
1 LS
$5,200.00
85
2621 Lift Station Mechanical
1 LS
$13,000.00 LS
$13,000.00
0.8
0.2
1 LS
$13,000.00
86
2621 Lift Station Pumps
1 LS
$35,300.00 LS
$35,300.00
1
1 LS
$35,300.00
87
2621 Lift Station Structure
1 LS
$72,525.00 LS
$72,525.00
1
1 LS
$72,525.00
88
2621 Lift Station Valve MH F-6
1 LS
$3,800.00 LS
$3,800.00
1
1 LS
$3,800.00
89
2621 Lift Station Site Gradin
1 LS
$1,000.00 LS
$1,000.00
0.5
0.5
1 LS
$1,000.00
TOTAL BID SCHFDULE E1, E2, AND E3:
1,092,260.00
$ 1,128,867.00
Page 4 of 7
\\ha01\shared nun�clpahaotsego\ot612\ot612bt.xls -,?3/00
ITEM 5.1
BID SCHEDULE "F" - SPECIAL CROSSING OF CSAH 42 PAY ESTIMATE #7
Item
Sec Ref. Descrl tion
Estimated
I Quantity
Contract Price
Total Contract Price
Previous
Work
Work this
I Period
I Total to Date
Extension
F-1 SANITARY SEWER JACKING UNDER CSAH 42• STA 34+81
90
2600116" Steel Pipe Casing -Jacking, Sanitary Sewer
120
$125.00 LF
$15,000.00
120
120 LF
$15,000.00
91
26211 Construct Outside Drop
1 EA
$1,300.00 EA
$1,300.00
1
1 EA
$1,300.00
105 LF
2621 8" DIP Sewer
128 LF
$30.00 LF
$3,840.00
128
128 LF
$3,840.00
93
2621 DIP Fittings
45 LB
$2.00 LB
$90.00
45
45 LB
$90.00
L92
94
2564 Traffic Control, W. of CSAH 42
1 LS
$500.00 LS
$500.00
1
1 LS
$500.00
95
2575 Seeding & Restoration W. of CSAH 42
0.3 AC
$1,000.00 AC
$300.00
0.3
0.3 AC
$300.00
F-2 SANITARY SEWER AND WATERMAIN JACKING UNDER CSAH 42 STA 45+21
$500.00
1
1 EA
$500.00
113
961
2600 16" Steel Pipe Casing -Jacking Watermain
80 LF
$125.00 LF
$10,000.00
80
80 LF
$10,000.00
97
2611 DIP Fittings
300 LB
$2.00 LB
$600.00
150
-33 117 LB
$234.00
98
2611 8" CL 52 DIP Watermain
100 LF
$18.00 LF
$1,800.00
80
80 LF
$1,440.00
99
2611 6" CL 52 DIP Watermain Hydrant Leads
10 LF
$17.00 LF
$170.00
10
10 LF
$170.00
100
2611 6" Gate Valve - Hydrant
1 EA
$500.00 EA
$500.00
1
1 EA
$500.00
101
2611 Hydrant
1 EA
$1,600.00 EA
$1,600.00
1
1 EA
$1,600.00
102
2600 16" Steel Pipe Casing, Jacking, Sanitary Sewer
110 LF
$125.00 LF
$13,750.00
110
110 LF
$13,750.00
103
2621 8" SDR 26 PVC Pi a all depths)
128 LF
$30.00 LF
$3,840.00
128
128 LF
$3,840.00
104
2621 8" PVC Pipe Plug
1 EA
$10.00 EA
$10.00
1
1 EA
$10.00
105
2564 Traffic Control West of CSAH 42
1 LS
$500.00 LS
$500.00
1
1 LS
$500.00
106
2575 Seeding &Restoration, West of CSAR 42
0.3 AC
$1,000.00 AC
$300.00
0
0 AC
$0.00
ItemSec
Ref. Description
Estimated
Quantity
Contract Price
Total Contract Price
Previous
Work
Work this
Period
Total to Date
Extension
F-3 SANITARY SEWER AND WATERMAIN JACKING UNDER CSAH 42 STA 58+5!
107
2104 Remove Pipe Culverts
62 LF
$4.00
LF
$248.00
0
0 LF
$0.00
108
2600116- Steel Pipe Casing, Jacking, Watermain
100 LF
$125.00
LF
$12,500.00
105
105 LF
$13,125.00
109
2611 DIP Fittings
300 LB
$2.00
LB
$600.00
150
-33 117 LB
$234.00
110
2611 8" CL52 DIP Watermain
130
$18.00
LF
$2,340.00
130
130 LF
$2,340.00
111
2611 6" CL 52 DIP Watermain Hydrant Leads
10 LF
$17.00 LF
$170.00
10
10 LF
$170.00
112
2611 6" Gate Valve - Hydrant
1 EA
$500.00
EA
$500.00
1
1 EA
$500.00
113
2611 Hydrant
1 EA
$1,600.00
EA
$1,600.00
1
1 EA
$1,600.00
114
2600 16" Steel Pipe Casin , Jacking, Sanitary Sewer
130 LF
$125.00
LF
$16,250.00
130
130 LF
$16,250.00
115
2621 8" SDR 26 PVC Pie All depths)
158 LF
$28.00
LF
$4,424.00
165
165 LF
$4,620.00
116
2621 8" PVC Pipe Plug
1 EA
$10.00
EA
$10.00
1
1 EA
$10.00
117
2503 15" RCP Apron
2 EA
$325.00
EA
$650.00
0
0 EA
$0.00
118
2503 15" RCP Design 3006 Cl 5
50 LF
$23.00
LF
$1,150.00
0
0 LF
$0.00
1191
2564 Traffic Control West of CSAH 42
1 LS
$500.00
LS
$500.00
1
1 LS
$500.00
1201
2575ISeeding & Restoration West of CSAH 42
0.3 AC
$1,000.00 AC
$300.001
01
0 AC
$0.00
TOTAL BID SCHFDULE F1, F2 and F3:
\\ha0l\shared iunicipaMotsego\ot612\ot612bt.xIs
95,342.00
92,423.00
Page 5 of 7
"/23/00
BID SCHEDULE "G" - EXTRA WORK
ITEM 5.1
PAY ESTIMATE #7
Item
Description
Estimated
Quantity
Contract Price
Total Contract Price
Previous
Work
Work this
Period
Total to Date
Approved Pmt.
Extension
63,77
C.O. #1
Service Connection, water & sewer
1 LS
$8,220.00 LS
$8,220.00
LESS PAY ESTIMATE #4:
1
111-S
$8,220.00
63C
C.O. #2
AdLst Existin H dram, Pum house, a item 63A
1 LS
$1,896.00 LS
$1,896.00
Estimate
1
1 W
$1,896.00
69A
C.O. #2
Sub rade Correction, added rock a item 69A
420 TON
$12.00 TON
$5,040.00
Estimate
420
420 TON
$5,040.00
40A
C.O. #2
Arch Pipe, Tom Thumb Area
58 LF
$38.00 LF
$2,204.00
Estimate
58
58 LF
$2,204.00
TOTAL ADDED WORK:
BID SCHEDULE "A" - REMOVALS
BID SCHEDULE "B" - RESTORATION
BID SCHEDULE "C" - CULVERTS AND DRAINAGE
BID SCHEDULE "D" WATERMAIN
BID SCHEDULE "E1, E2 & E3"- SANITARY SEWER":
BID SCHEDULE "F1, F2 & F3" - SPECIAL CROSSING:
ORIGINAL CONTRACT PRICE.
Total Contract Price
Based on work Completed, we recommend reduction of retainage to 3%
\\haMshaw jnicipai\aotsegob1612\ot6i2bt.xis
$17,360.00
$ 89,072.00
$ 185,282.25
$ 56,847.00
$ 654,962.00
$ 1,092,260.00
$ 95,342.00
$ 2,173,765.25
$ 2,191,125.25
$17,360.00
$78,737.50
$147,069.56
$44,044.00
$663,944.45
$1,128,867.00
$92,423.00
TOTAL TO DATE:
$
2,155,085.51
LESS 3% RETAINAGE:
$
64,652.57
LESS PAY ESTIMATE #1:
$
166,107.50
LESS PAY ESTIMATE #2:
$
258,399.76
LESS PAY ESTIMATE #3:
$
372,436.58
LESS PAY ESTIMATE #4:
$
537,012.67
LESS PAY ESTIMATE #5:
$
455,050.23
LESS PAY ESTIMATE #6:
$
224,566.47
WE RECOMMEND PAYMENT OF:
$
76,859.73
Page 6 of 7
'3/00
PAY ESTIMATE #7
APPROVALS:
CONTRACTOR; Certification by Contractor; I certify that all items and amounts shown are correct for the work completed to date.
BARBAROSSA & SONS, INC.
Signed:
Title:
Date:
ENGINEER: I recommend payment for items and amount of work as shown.
HAKANSON ANDERSON ASSOCIATES, INC.
Signed:
1f�$/�'� ��fl.</"< Dale: Lz Do
Title:
OWNER:
CITY OF OTSEGO
Signed:
Title:
Wia0l\shareddr :ipar\aolsegob1612W1612b1.xls
Date:
Page 7 of 7
—1/00
ITEM 5.2
PAY ESTIMATE #3
February 22, 2000
Honorable Mayor & City Council
City of Otsego
2899 Nashua Avenue N.E.
:sego, MN 55330
78th Street Water & Sewer
Contractor: laTour Construction
Original Contract Amount: $1,348,570.12
Revised Contract by Change Order: $1,402,760.46
Award Date: September 21, 1999
Completion Date: Final completion on or before July 15, 2000.
Dear Council Members:
The following work has been completed on the above referenced project through January of 2000:
Rid Schedule "A" - Roadway *Contract Quantity Added or Revised by Change Order #1.
Item #
Spec.Ref
Item Description
Estimated Quantity
Unit Price
Contract Price
Used to
Date
Extension
1
2021.501
Mobilization
1 LS
$20,380.00 LS
$20,380.00
1.00
$20,380.00
2
2101.511
Clearing & Grubbing
1 LS
$7,800.00 LS
$7,800.00
1
$7,800.00
3
2104.501
Remove Fence
2500 LF
$0.90 LF
$2,250.00
2.500
$2,250.00
4
2104.503
Remove Bituminous Pavement
180 SY
$1.50 SY
$270.00
180
$270.00
5
2104.513
Sawing Bituminous Pavement Full Depth)
425 LF
$1.50 LF
$637.50
225
$337.50
6
2105.501
Common Excavation
32535 CY
$1.25 CY
$40,668.75
32,000
$40,000.00
6A
2105.501
Common Excavating, Ponding
19396 CY
$1.30 CY
$25,214.80
19,396
$25,214.80
7
2105.505
Muck Excavation
2550 CY
$2.15 CY
S5,482.50
5,800
$12,470.00
8
2105.535
Salvaged Topsoil
36900 CY
$1.20 CY
$44,280.00
36,505
$43,806.00
9
2211.501
Aggregate Base Cl5
12875 Ton
$6.00 Ton
$77,250.00
5,980
$35,880.00
10
2340.508
iType 41 Wearing Course Mixture
4610 Ton
523.50 Ton
$108,335.00
0
$0.00
11
Type 31 WearingCourse Mixture
4510 Ton
$22.00 Ton
$99,220.00
0
$0.00
12
t2501.511
Bituminous Material for Tack Coat
1600 Gal
$1.00 Gal
$1,600.00
0
$0.00
13
42' RC Pipe Culvert Cl 3
144 LF
$69.90 LF
$10,065.60
144
$10,065.60
14
2501.515
42RC Pipe Apron
1 Ea
$1,085.00 Ea
$1,085.00
1
$1,085.00
15
2501.602
Inlet Structure 16-1
1 Ea
$3,300.00 Ea
$3,300.00
1
$3,300.00
16
2511.501
Random Riprap, Class III
14.9 CY
$45.80 CY
$682.42
14.9
$682.42
17
2531.501
Concrete Curb & Gutter Design B618
10670 LF
$6.45 LF
$68,821.50
0
$0.00
Revised by Change Order $517,343.07 $203,541.32
Original Contract $492,128.27
Rid Schedule "B" - Storm Sewer *Contract Quantity Added or Revised by Change Order #1.
Item #
Spec.Ref
Item Description
Estimated Quantity
Unit Price
Extension
Used to
Date
Extension
18
2501.515
12' RC Pipe Apron
3 Ea
$310.00 Ea
$930.00
2
$620.00
19
2501.515
15' RC'Pi e Apron
2 Ea
5325.00 Ea
$650.00
1
$325.00
19A
2501.515
18' RC Pipe Apron
1 Ea
$360.00 Ea
$0.00
1
$360.00
198
2501.515
21' RC Pipe Apron
1 Ea
$380.00 Ea
$0.00
1
5380.00
20
2501.515
24' RC Pipe Apron
3 Ea
$410.00 Ea
$1,230.00
2
5820.00
\\haol\shared docsvnunicipaf\aotsego\ot6l3\ot6l3BP.xls 2/23/00
ITEM 5.2
PAY ESTIMATE #3
21
2501.602
Trash Guard for 12" Pipe Apron
3 Ea
$135.00 Ea
$405.00
2
$270.00
22
2501.602
Trash Guard for 15' Pipe Apron
2 Ea
$160.00 Ea
$320.00
1
$160.00
22A
2501.602
Trash Guard for 18" Pipe Apron
0 Ea
$240.00 Ea
$0.00
1
$240.00
226
2501.602 ITrash
Guard for 21' Pipe Apron
0 Ea
$270.00 Ea
$0.00
1
$270.00
23
2501.602
Trash Guard for 24' Pipe Apron
3 Ea
$275.00 Ea
$825.00
2
$550.00
24
2503.541
12' RCP Design 3006 CI 5
398 LF
$16.70 LF
$6,646.60
414
$6,913.80
25
2503.541
15" RCP Design 3006 CI 5
431 LF
$17.90 LF
$7,714.90
414
$7,410.60
26
2503.541
18' RCP Design 3006 CI 5
908 LF
$19.80 LF
$17,978.40
935
$18,513.00
27
2503.541
21" RCP Design 3006 CI 3
646 LF
$21.90 LF
$14,147.40
644
$14,103.60
28
2503.541
24' RCP Design 3006 Cl 3
396 LF
$23.80 LF
$9,424.80
402
$9,567.60
29
2503.541
30' RCP Design 3006 CI 3
1 2754 EA
$33.40 EA
$91,983.60
2604
$86,973.60
29A
2503.541
Construct Drainage Structure 60"
0 LF
$2,040.00 LF
$0.00
1
$2,040.00
296
2503.541
Revise Structure 14-4
0 Ea
$722.00 EA
$0.00
1
$722.00
30
2506.502
Construct Drainage Structure Design 72' 4020
5 Ea
$2,755.00 Ea
$13,775.00
5
$13,775.00
31
2506.502
Construct Drainage Structure Design 84' 4020
1 Ea
$3,257.00 Ea
$3,257.00
0
$0.00
31a
2506.502
Construct Drainage Structure Design 96' 4020
0 Ea
$5,063.00 Ea
$0.00
1
$5,063.00
32
2506.502
Construct Drainage Structure Design A or F
13 Ea
$940.00 Ea
$12,220.00
12
$11,280.00
33
2506.502
Construct Drainage Structure Design C or G
4 Ea
$940.00 Ea
$3,760.00
11
$10,340.00
34
2506.502
Construct Drainage Structure Design H
10 Ea
$600.00 Ea
$6,000.00
3
$1,800.00
35
2506.502
lConstruct Drainage Structure Design Special
3 Ea
$1,065.00 Ea
$3,195.00
3
$3,195.00
36
2511.501
1 Random Riprap Class III
57.5 Cy.
$45.80 CY
$2,633.50
58.6
$2,683.88
Revised by Change Order
Original Contract:
Ad Schedule "C" - Sanitary Sewer *Contract quantity added or revised by Change Order
$197,096.20 $198,376.08
$182,139.26
Item #
Spec.Ref
Item Description
Estimated Quantity
Unit
Price
Extension
Used to
Date
Extension
37
2503.511
12" SDR 26 PVC Pie 12' - 16'
89 LF
$45.70 LF
$4,067.30
86
$3,930.20
38 1
2503.511
12" SDR 26 PVC Pie (24'- 28'
416 LF
$61.70 LF
$25,667.20
340
$20,978.00
39
2503.511
12' SDR 26 PVC Pie (28'- 32'
644 LF
$67.70 LF
$43,598.80
623
$42,177.10
40
2503.511
18' SDR 26 PVC Pie (16'- 20'
309 LF
$63.10 LF
$19,497.90
304
$19,182.40
41
2503.511
18' SDR 26 PVC Pie (20'- 241
1823 LF
168.10 LF
$124,146.30
1823
$124,146.30
42
2503.511
18' SDR 26 PVC Pie (24'- 28'
160 LF
$74.10 LF
$11,856.00
160
$11,856.00
43
2503.511
18" SDR 26 PVC Pie (28'- 32'
1560 LF
$80.10 LF
$124,956.00
1560
$124,956.00
44
2503.511
18- SDR 26 PVC Pie 32' - 36'
856 LF
$86.10 LF
$73,701.60
856
$73,701.60
45
2503.511
8" SDR 26 PVC Pie all depths)
400 LF
$49.70 LF
$19,880.00
333
$16,550.10
45A
CO #2
1 Foundation Correction
450 TN
$10.60 TN
$4,770.00
450
$4,770.00
46
2503.602
Construct Outside Drop
4 Ea
$1,565.00 Ea
$6,260.00
3
$4,695.00
47
2503.602
8" PVC Plug
6 Ea
$14.00 Ea
$84.00
5
$70.00
48
2503.602
12' PVC Plug
2 Ea
$35.00 Ea
$70.00
2
$70.00
49
2503.602
Connect to Existing Sanitary Sewer
1 Ea
$600.00 Ea
$600.00
2
$1.200.00
50
2506.602
Construct Sanitary Manhole
16 Ea
$1,600.00 Ea
$25,600.00
16
525,600.00
51
2506.603
Extra Depth Manhole over 8 it
270.96 VF
$102.70 VF
$27,827.59
272.21
$27,955.97
51A
CO #2
Furnish and Haul Water for Testing
1 LS
1 $1,200.00 LS
$1,200.00
1
$1,200.00
51B
CO #2
1 Place and Remove Temporary MH Castings
14 EA
$160.00 EA
$2,240.00
14
$2,240.00
Revised by Change Order $516,022.69 $505,278.67
Original Contract: $507,812.69
\\haol%hared docsVmnicipal\aotsego\o1613bI613BP.xts 2/23/00
ITEM 5.2
PAY ESTIMATE #3
Item #
Spec.Ref
Item Description
Estimated Quanti
Unit
Price
Extension
Used to
Date
Extension
52
2504.602
Connect to Existing Watermain
4 Ea
$250.00 Ea
$1,000.00
3
$750.00
53
2504.602
Hydrant
2 Ea
$1,465.00 Ea
$2,930.00
2L-
$2,930.00
54
2504.602
6" Gate Valve 8 Box
2 Ea
$460.00 Ea
$920.00
2
$920.00
55
2504.602
1 8' Gate Valve 8 Box
4 Ea
$620.00 Ea
$2,480.00
4
$2.480.00
56
2504.602
12" Butterfly Valve 8 Box
8 Ea
$835.00 Ea
$6,680.00
7
$5,845.00
57
2504.603
6' Water Main -Duct Iron Cl 52
22 LF
$10.40 LF
$228.80
58
$603.20
58
2504.603
8' Water Main -Duct Iron Cl 52
335 LF
$13.00 LF
$4,355.00
380
$4,940.00
59
2504.603
12' Water Main -Duct Iron CI 52
4958 LF
$19.10 LF
$94,697.80
4891
$93,418.10
59A
2504.603
16' Water Main, Quaday
380 LF
$32.62 LF
$12,395.60
380
$12.395.60
60
2504.62
Ductile Iron Fittings
W19 Lbs
$1.40 Lbs
$4,810.40
38491
$5,388.60
Revised by Change Order
Original Contract:
$130,497.60
$124,689.00 $129,670.50
Item #
Spec.Ref
Item Description
Estimated Quantity
Unit
Price
Extension
Used to
Date
Extension
61
2554.602
Permanent Barricade
4 Ea
$225.00 Ea
$900.00
0
$0.00
61A
CO #2
Temporary Barricades at MH's
14 Ea
1 LS
$120.00 Ea
$1,680.00
01
$0.00
62
2563.601
Traffic Control
$500.00 LS
$500.00
1
$500.00
63
2564.603
4' Double Solid Line Yellow -Epoxy
4620 LF
$1.10 LF
$5,082.00
0
$0.00
64
2564.603
4' Solid Line Yellow -Epoxy
720 LF
$0.55 LF
$396.00
0
$0.00
65
2564.603
4' Solid Line White -Epoxy
10780 LF
$0.50 LF
$5,390.00
0
$0.00
66
2564.603
12' Crosswalk Line White -Epoxy
640 LF
$1.50 LF
$960.00
0
$0.00
67
2564.603
8- Solid Line Yellow -Epoxy
520 LF
$1.50 LF
$780.00
0
$0.00
68
2564.604
Crosswalk Marking -Epoxy
2520 SF
$2.00 SF
$5,040.00
0
SO.00
69
2564.604
Sign Panels Type C
183 SF
$21.30 SF
53,897.90
0
$0.00
Revised by Change Order
Original Contract:
.. J.. •P....•r..... ...i.. .,JJ. -J ,.r r....i...-J i... l` - a nN4-
$24,625.90
$22,945.90
$500.00
Item #
Spec.Ref
Item Description
Estimated Quantity
Unit
Price
Extension
Used to
Date
Extension
70
2573.502
Silt Fence, Type Pre -Assembled
2000 LF
$1.00 LF
52,000.00
0
50.00
71
1 2575.501
Seeding
7 AC
$250.00 AC
$1,750.00
0
$0.00
72
2575.502
Seeding Mixture 500
490 Lbs
$2.00 Lbs
5980.00
0
50.00
73
2575.505
Sodding Type Lawn
6000 SY
$1.80 SY
$10,800.00
0
$0.00
74
2575.5tT
Mulch Material, Type T
t4 Ton
$100.00 Ton
ST,400.00
0
50.00
75
2575.519
1 Disk Anchoring
7 AC
550.00 AC
$350.00
0
50.00
76
2575.532
Commercial Fertilizer, 20-10-10
3150 Lbs
$0.50 Lbs
$1,575.00
0
SO.00
Original Contract: $18,855.00
$0.00
\\ha01 \-shared docslmunicipahaotsego\ot6 / 3\o1613BP.xls 2/23/00
Summary of Bid Schedules:
Original Contract
Revised Contract
Work to Oats
Bid Schedule "A" - Roadway
5492,128.27
$517,343.07
5203,541.32
Bid Schedule '8" - Storm Sewer
$182,139.26
$197,096.20
$198,376.08
Bid Schedule 'C" - Sanitary Sewer
5507,812.69
5518,022.69
5505,278.67
Bid Schedule 'D" - Water System
$124,889.00
$130,497.60
$129,670.50
Bid Schedule 'E" - Traffic Control
522,945.90
522,945.90
5500.00
Bid Schedule "F"- Restoration S Landscape
s18,855.00
518,855.00
SO.00
SO.00
TOTAL CONTRACT:
Original: $1,348,570.12 Revised:
51,402,760.46
TOTAL WORK COMPLETED TO DATE
51,037,366.57
LESS 5% RETAINAGE:
S51,868.33
LESS PAY ESTIMATE 1:
$207,232.46
LESS PAY ESTIMATE 2:
5597,205.70
WE RECOMMENO PARTIAL PAYMENT OF:
$181,060.08
APPROVALS:
CONTRACTOR:
Car iffcation by Contractor. I cenity that all items and amounts are correct for the work completed to date.
Signed:
Title:
Date:
ENGINEER: Certification by Engineer. We recommend payment for work and quantities as shown.
HAKANSON ANO EA N ASSOC14TES, INC.
Sigma �!
T Jecr�.�c4 Date: Z Zz
nwNER:
CITY OF
Signed:
Title Date:
Mn/DOT TP -2184-02 (5/83)
State of Minnesota Department of Transportation
Page 1 of 3
ITEM 7.2
CHANGE ORDER #1
Contractor: LaTour Construction. Inc.
Address: 2134 County Road 8 NW
Location: City of Otsego; 78th St., Quaday & Page Ave.
S.P. No. 217-103-01
F.P. No. N/A
Contract No. City of Otsego 99.02
In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the Work as altered by the following provisions:
Revise the contract plans and quantities of work to match adjacent developments.
Schedule A, Roadway
Revise the configuration of Pond A to match the Prairie Creek Outlot A sketch plan layout. Add
Pond C to the project, which pond is located in the Prairie Creek Phase IV data. Perform added
work to excavate muck from Lefebvre Creek at 78th Street.
Add Pay Item 6A, Common Excavation Ponding, 19,396 CY @ $1.30 = $25,214.80
Pond A, increase 3,463 CY
Pond C, Add new pond 15,933 CY
Increase Quantity Item 7, Muck Excavation, 3,250 CY @ $2.15 = $6,987.50
Added work as encountered during construction
Total contract change, Schedule A work: +$32,202.30
2. Schedule B, Storm Sewer
Construct as shown on revised Vans and on attached revised Schedule B. The revisions include
storm piping on Quaday and 78 to match the new pond and storm piping in the north boulevard
of 78th Street to match Prairie Creek. The revised work requires several new payment items.
Schedule B, Storm Sewer, original Schedule B work $183,139.26, revised Schedule B work
$198,076.20.
Add Item 19A 18" RC Pipe Apron, 1 ea @ $360.00 EA
Add Item 19B 21" RC Pipe Apron, 1 ea @ $380.00 EA
Add Item 22A Trash Guard to 21" Pipe Apron, 1 ea @ $240.00 EA
Add Item 22B Trash Guard for 21" Pipe Apron, 1 ea @ $270.00 EA
Contract Change: +$15,936.94
3. Schedule B, Storm Sewer; revisions required for construction and increased manhole sizing
Add Item 29A,Construct Drainage Structure 60", 1 ea @ $2,040.00 Net + $1,100.00
Add Item 29B, Field Revise Drainage Structure 14-4, 1 ea @ $722.00 Net + $722.00
Add Item 31 A, Construct Drainage Structure Design 96", 1 ea (0 $5,063.00 Net + $1,806.00
Contract Change: +$3,628.00
\\Ha01\Shared Docs\Municipal\AOTSEGO\613\ot613COi.doc
Mn/DOT TP -2184-02 (5/83)
State of Minnesota Department of Transportation
ITEM 7.2
Page 2 of 3
CHANGE ORDER #1
contractor: LaTour Construction, Inc.
Address: 2134 County Road 8 NW
Location: City of Otsego; 78'h St., Quaday & Page Ave.
S.P. No. 217-103-01
F.P. No. N/A
Contract No. City of Otsego 99.02
In accordance with the terms of this Contract, you are hereby authorized and instructed to perform the Work as altered by the following provisions:
4. Schedule C, Sanitary Sewer
The construction of the sanitary sewer encountered some very fine silty sand that could not be
dewatered and was too soft for pipe support and bedding. Soil correction was performed by use
of an open graded crushed rock product.
Add Item 45A Foundation Correction, 450 Ton @ $10.60
Contract Change: +$4,770.00
5. Schedule D, Water System; Revise Water System as required for Quaday Street changes.
The street elevations of Quaday were revised to conform with developmental from those set in
the trunk sewer and water project of the Prairie Creek plat. The revised grades required re-
construction of a portion of the Quaday Avenue watermain.
Add Item 59A 16 -inch watermain, Quaday 380 LF @ $32.62
Contract Change: +$12,395.60
6. Added work related to sewer system testing and acceptance
The contractor has been directed to perform work on the sanitary sewer system for operational
acceptance in April, prior to when the street work will be completed. This will require added
traffic control measures and added work to adjust manhole castings to interim and final grade.
Add Item 51 A, Furnish and haul water for tests, 1 LS ® $1,200 $1,200.00
Add Item 61 A, Temporary Barricades at manholes, 14 Ea @ $120.00 $1,680.00
Add Item 51 B, Place and Remove temporary MH Castings, 14 ea @ $160.00 +$2,240.00
Subtotal: $5,120.00
\\HaOi\Shared Docs\MunicipalWOTSEGO\613\ot6t3COl.doc
Mn/DOT TP -2184-02 (5/83)
State of Minnesota Department of Transportation
Page 3 of 3
ITEM 7.2
CHANGE ORDER #1
Contractor: LaTour Construction, Inc.
Address: 2134 County Road 8 NW
Location: City of Otsego; 78`h St., Quaday & Page Ave.
S.P. No. 217-103-01
F.P. No. N/A
Contract No. City of Otsego 99.02
in accordance with the terms of this Contract, you are hereby authorized and instructed to perform the Work as altered by the following provisions:
11
TOTAL CHANGE ORDER:
Item 1, Schedule A Revisions
Item 2, Schedule B Revisions
Item 3, Schedule B Revisions
Item 4, Schedule C Revisions
Item 5, Schedule D Revisions
Item 6, Added for Testing
Original Contract Amount
Previous Contract Changes, none
-ior approved contract amount
.,hange in contract due to this change order
Total contract including this and previous change orders
CHANGE IN CONTRACT TIME
❑ is Increased by Working Days
❑ is Decreased by Calendar Days
® is not changed.
❑ May be revised if the work affected the controlling
operation.
\\Ha01\Shared Docs\MunicipallAOTSEGO\613\ot613COi.doc
Issued by:
Accepted by:
Approved by:
$32,202.30
$15,936.94
$3,628.00
$4,770.00
$12,395.60
$5,120.00
$74,052.84
$1,348,570.12
0.00
$1,348,570.12
$74,052.84
$1,422,622.96
Project Engineer
Date
Contractor's Authorized Representative Date
For the City of Otsego
Date
,. Order No. 1
HakansonITEM 7Page 1 of 2
Anderson .4 Date: 12/21/99
■■ Assoc., Inc.
CONTRACT CHANGE ORDER
Project: 1999 Overlay Project, City of Otsego Improvement Project No. 99.01
Owner: City of Otsego
To: Bauerly Bros., Inc.
(Contractor)
You are hereby requested to comply with the following changes from the contract plans and specifications:
Description of Changes INCREASE
(Supplemental Plans and Specifications Attached) in Contract Price
Change Order #1 is required due to a large percentage (approx. 50%) of the mailboxes and could not be
reset according to U.S. Post Office standards (must be between 42" and 46" high to bottom of mailbox from
surface of pavement and front edge of mailbox must be approximately even with edge of asphalt).
Typical reasons the mailboxes were not able to be reset to U.S. Post Office Standards are:
1) Two inches bituminous overlay added to roadway surface (loss of 2" of vertical height)
2) Existing mailbox post too short to be raised, and would not support mailbox.
3) Roadway widened, which moves post location down the inslope, causing loss in vertical height
of the post.
4) Many posts were too rotten or fragile for replacement.
R,.,—,,ons for the installation of the new mailboxes and posts are:
1)
2)
3)
4)
Item Spec.
No. Ref.
TOTAL:
Mailbox heights meet U.S. Post Office Standards
Mail carrier does not have to drive over edge and onto shoulder, which can cause edge failure
and/or shoulder rutting from repeated stress (especially during spring conditions)
New mailboxes and posts swing away if accidentally clipped during snow removal.
New mailboxes and posts are more aesthetic and uniform.
Description
Install New Mailbox
\\Ha01\Shared Docs\MunicipaMOTSEGO\336\ot336COl.doc
205 EA @ $25.00/LF= $5,125.00
$5,125.00
Hakanson Pager2 of 2
Anderson Date: 12/21/99
CONTRACT CHANGE ORDER
C al contract Amount $ 1,187,606.70
Previous contract changes, Change Order # N/A to # N/A $ 0.00
Prior approved contract amount $ 1,187,606.70
Change in contract due to this change order $ 5,125.00
Total contract including this and previous change orders $ 1,192,731.70
Original contract period: Final Completion June 30, 2000
Changed contract period from previous Change Order None
Contract period including this and all previous change orders: None
This document will become a supplement to the contract and all provisions will apply hereto.
Recommended:
(Owner's/Engineer) Date
Accepted:
Approved by:
(Contractor)
For the Owner (Name and Title)
This information will be used as a record of any changes to the original construction contract.
\\Hao1\Shared Docs\MunicipaMOTSEGO\336\ot336C01.doc
Date
Date
CITY OF OTSEGO
REQUEST FOR COUNCIL ACTION
AGENDA SECTION: DEPARTMENT: MEETING DATE:
DEPARTMENT: PREPARED BY:
8. Andrew MacArthur, City Attorney Elaine Beatty, City Clerk/February 28, 2000
6:30PM
ITEM NUMBER: ITEM DESCRIPTION
8.1. See 4.A.1 Above
8.2. Discussion of Amendments to Assessment Ordinance.
8.3. Discussion of a Common Trench Ordinance.
8.4. Any Other Legal Business
BACKGROUND:
8.1. Andy will be present for comments and information.
8.2.&8.3. See attached information and proposed Ordinances prepared by Andy.
He will be present to discuss.
8.4. This item is for any other legal business that may arise.
RECOMMENDATION:
This is for Council consideration and any approval needed.
Thanks,
Elaine
15
CITY OF OTSEGO
REQUEST FOR COUNCIL ACTION
AGENDA SECTION: DEPARTMENT: 1XIEETING DATE:
DEPARTMENT: PREPARED BY:
4.A. Special Presentations Elaine Beatty, City C1erk,'Zoning Administrator
February 28, 2000
6:30 PM
ITEM NUMBER: ITEM DESCRIPTION
1. Chris Bulow - Discussion of possible Liquor License Amendment to allow Strong Beer
and Wine as a separate license.
2. Ron Black, Chair HPC - Discussion regarding funding for HPC.
BACKGROUND:
1. Chris Bulow will be present to discuss the above with the Council as he does not
want a full liquor license for 54,000.00 for the golf course, but would like a license
as noted above. Andy MacArthur will be present to help with this item.
2. Ron Black will be present to discuss the funding for a professional for HPC,
We have no printed information for you on these items. It is for discussion.
RECO'�LIENDATI0IN:
This is for Council information and any decision.
Thant .
ame
Michael C. Couri-
Andrew J. MacArthur
Markus W. Miller
-ALso ucrosai in Rtinois
February 23, 2000
City Council Members
City of Otsego
c/o Elaine Beatty, City Clerk
8899 Nashua Avenue NE
Elk River, MN 55330
CO URI & MACAR THUR
Attorneys at Law
705 Central Avenue East
PO Box 369
St. Michael, MN 55376-0369
(612) 497-1930
(612) 497-2599 (FAX)
counand,nacarthur®pobox. caom
RE: Proposed Common Trench Ordinance
Dear Council Members:
Please find enclosed for discussion purposes a proposed Common Trench Ordinance as
directed by the City Council. I have discussed the ordinance and concept with the City
Engineer and have asked for his comments.
I would propose that the draft ordinance be discussed by the Council and also be
transmitted to the various utilities for their comment. In discussions with the Engineer, it
was determined that the main intent of the ordinance would be to require a common
trench in situations where the service was essentially a lateral or sub -trunk lines. In many
cases the City would not want the main trunk service in a common trench.
At this time we do not know how all of these utilities classify their various lines.
Therefore, input from the utilities would be helpful in reaching a final draft of the
ordinance.
will be available to answer any questions regarding this matter at the City Council
meeting on Monday evening.
Very ours,
ew J. cArthur
COURT & MACARTHUR
Letter to Otsego City Council
February 23, 2000
Page 2
Encl.
cc: Larry Koshak, Hakanson Anderson
Dan Licht, NAC
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
ORDINANCE NO:
ORDINANCE REQUIRING COMMON TRENCH FOR INSTALLATION
OF UTILITIES
THE CITY COUNCIL OF THE CITY OF OTSEGO ORDAINS AS
FOLLOWS:
Section 1. INTENT. The intent of this ordinance is to regulate the installation of
utilities within right of ways located within the municipal boundaries so that
installation is accomplished in the most efficient and least disruptive manner, and
so that construction work within said right of ways is coordinated as much as
possible so as to cause the least disruption to right of ways, and the least cost to
the City.
Section 2. DEFINITIONS.
1. CITY. The City of Otsego, Wright County, Minnesota.
2. COMMON TRENCH. A single trench for delivery of utility services as
defined in the Otsego City Engineering Standards as adopted by resolution
and herein incorporated by reference.
3. LATERAL FACILITIES. Utility services which are sized primarily to
bring service to a specific local area, such as a plat.
4. RIGHT OF WAY. Any roadway and adjacent property over which the
public has rights in no matter how acquired, by user, fee ownership,
easement, dedication, prescription, or in any other manner.
5. TRUNK FACILITIES. Utility services which are sized primarily to bring
service to a large area.
6. UTILITIES. Any provider of a service which is delivered by means of
pipes, wires, cables or any other means of conduction which is placed
within a right of way. Utilities include, but are not limited to, gas,
electricity, telephone, cable television, or any other service delivered in a
similar manner.
Section 3. LIMITATIONS. All Utilities providing lateral service shall provide
service to an area within a common trench, and according to Otsego Engineering
Standards as adopted by resolution of the City Council and as subsequently
amended. All lateral service provided to newly platted residential, commercial, or
industrial lots shall be in a common trench. In the event that lateral service is to be
provided to areas previously platted or developed in a situation where common
trenching is appropriate, the City Engineer shall determine whether or not
common trenching will be required taking into account all appropriate factors.
Section 4. TRUNK FACILITIES. Trunk facilities need not be placed in a common
trench. The determination as to whether or not a particular utility service is a trunk
or lateral service shall be made by the City Engineer.
Section 5. SEPARABILITY. If any court of competent jurisdiction shall adjudge
any provision of this ordinance to be invalid, such judgment shall not affect any
other provisions of this ordinance not specifically included in said judgment.
Section 6. INJUNCTIVE RELIEF. In the event of a violation of this ordinance, the
City may institute appropriate actions or proceedings, including requesting
injunctive relief to prevent, restrain, correct or abate such violations.
Section 7. MISDEMEANOR. Any person, persons, firm, corporation or other
entity violating any provisions of this ordinance shall be guilty of a misdemeanor,
and upon conviction thereof, shall be punished pursuant to the penalties set forth
in Minn. Stat. 609.02, Subdivision 3, or as subsequently amended plus costs of
prosecution.
Section 8. EFFECTIVE DATE. This ordinance shall be in full force and effect
from and after its passage and publication.
ADOPTED BY THE CITY COUNCIL OF THE CITY OF OTSEGO this
day of , 2000.
IN FAVOR:
OPPOSED:
CITY OF OTSEGO
Larry Fournier, Mayor
Elaine Beatty, City Clerk
February 24,2000
Honorable Mayor Fournier and Council Members:
I would like to re -apply for the position of Planning
Commission member. I have enjoyed this position in the past
and would like to continue thru the year 2000. I would be
terminating my commission at the end of 2000.
I enjoy working with all my fellow commissioners, our Mayor,
council and all city staff. This has been and is a very
exciting time for our great city as we grow and develop.
Sincerely,
Arleen Nagel
CITY OF
TSEGO
8899 Nashua Avenue N.E. ON THE GREAT RIVER ROAD (612) 441-4414
Elk River, MN 55330 Fax: (612) 441-8823
February 29, 2000
Albertville City Council
C/O City Administrator Linda Goeb
PO Box 9
Albertville, MN 55301-0009
Dear Albertville City Council:
We look forward to our upcoming meeting with you. To
facilitate discussion, I am enclosing for you the questions
the Otsego City Council would like answered at this meeting.
1. Will Albertville be willing to sell Otsego some sewer
capacity in its next (1st) phase of sewer plant expansion,
Yes or No?
2. If yes, what terms and conditions would you attach to
the sale of sewer capacity?
3. If Albertville is not willing to sell Otsego sewer
capacity in its 1st phase of sewer plant expansion, would it
be willing to sell sewer capacity in the 2nd phase of sewer
capacity, Yes or No?
4. If yes, what terms and conditions would you attach to
the sale of sewer capacity?
If you have any other items you wish to discuss, please let
us know in advance so we can be prepared to discuss them.
Sincerely,
Mayor Larry Fournier
cc: City Engineer Larry Koshak
City Engineer Pete Carlson
Mk J&ael C. Couri-
Andrew J. MacArthur
Marcus W. Miller
*AW UcamW in Mwis
February 29, 2000
Commissioner Joyce Farrell
1604 Anderson Ave. #116
Buffalo, MN 55313
Commissioner Clarence Eull
8168 30`s St. NE
St. Michael, MN 55376
Commissioner Alan Hoekstra
2238 Lake Pulaski Drive
Buffalo, MN 55313
COUR & LI'LACl'lRTLWR
Auornep at Law
705 Central Maiue East
PO Boz 369
A Michael, MN55376 369
(763) 497-1930
(763) 497=2599 (FAX)
couriandmacarshur0pdraz. com
Re: City of Otsego — Wastewater Treatment Plant Condemnation
Dear Commissioners:
T
M4.R i
As per my telephone conversation with Joyce Farrell, I understand that there are no rooms
available to meet at the Wright County Courthouse on March 15, 2000 at 9:00 a.m.
Therefore, I have spoken with the City and they have offered to let us use their small
conference room at the Otsego City Hall on this date.
If you need directions to the City Hall or if you have any other questions, please do not
hesitate to call.
Sincerel ,
ew J. cArthur
Couri & MacArthur
cc: Stephen Munsterteiger
ity of Otsego
GERALD E. KRITZECK
Wright County Assessor
Wright County Government Center
10 2nd Street NW, Room 240
Buffalo, MN 55313-1183
Phone: (612) 682-73671(612) 682-7368
FAX.- (612) 682-6178
DATE: February 23, 2000
TO: All City and Township Clerks/Administrators J/
FROM: Gerald E. Kritzeck, Wright County Assessor
RE: Board of Review Meetings
^EB 2 8
Please find enclosed the Notice of the Board of Review meetings for Wright County for the year
2000.
You will find four copies of Assessment Notices which are complete except for your certification.
One copy is for the newspaper for publication and the other three are for you to post in conspicuous
places within your Assessment District.
Please try to comply with the dates set. You should meet, and if there is not a quorum of your Board
present, you may adjourn or postpone the meeting for no more than 20 days. No action taken after
that will be valid. In the case of a second meeting of the Board of Review, this also must be held
within 20 days of the first meeting.
These notices should be published and posted at least ten days prior to the scheduled meeting. Be
sure to notify your Board Members of the date so they will be in attendance.
Please give all of your council/board members a copy of the enclosure entitled "Powers and Duties
of Local Board of Review". This will be helpful information for them to better perform these duties.
POWERS AND DUTIES OF LOCAL BOARD OF REVIEW
1) The clerk shall give published and posted notice of board of review ten days prior to such meeting.
The board of review shall complete its work within 20 days of convening date as specified in the
notice of the clerk. Any action taken after that adjournment date would be invalid.
A majority of the members may act at such meeting, and adjourn from day to day until they finish
the hearing of all cases presented. The assessor shall attend and take part in the proceedings, but
shall not vote.
2) In case any property, real or personal, shall have been omitted, the board shall place it upon the
assessment list with its market value. No assessment of the property of any person shall be raised
until that person has been duly notified of the intent of the board to do so. On application of any
person feeling aggrieved, the board shall review the assessment and correct it as shall appear just.
If a person feeling aggrieved by an assessment fails to apply for review at the local board, they may
not appear at the County Board of Equalization to contest the valuation or classification. Although
the local board of review has the authority to increase or reduce assessments, the total adjustments
must not reduce the aggregate assessment by more than one percent.
3) The board does not have the authority to reopen former assessments on which taxes are due and
payable. The board considers only the assessments that are in process in the current year.
Occasionally a taxpayer may appear with a tax statement and protest the taxes or assessment of the
previous year. The board should explain tactfully that it has no authority to consider such matters.
4) The 2000 Notice of Assessment has a message again this year:
NOTE: Appointments requested for 2000 Board of Review.
For appointment call 682-7367 or 682-7368.
There were many reasons for trying this approach to better organize the board of review for its
intended purpose. People come to talk about unrelated matters such as: condition of roads,
snowplowing. water run-off, objectionable neighborhood conditions, etc. Tax statements always
seem to pop up at boards of review. If there are mechanical errors or explanation of the tax
computation, this can be taken care of beforehand. If a person has a question on the new valuation,
it will give the assessor a chance to review the problem and probably satisfy the taxpayer. If not,
they would be put on the agenda for the board of review. The assessor could better present to the
board facts justifying the assessment instead of taking considerable time paging through books for
an unprepared presentation.
5) Regardless, with appointment or not, every person appearing before the board will be heard. Every
courtesy shall be extended and a reasonable answer will be given for any such problem someone
may have.
MAP FORM A.F. 4 — Notice to Clerk of Meeting of Board of Review -- 'Equalization Miller/Davis Co., St. Paul, MN
OFFICE OF COUNTY ASSESSOR
TO THE CLERK OF THE City OF Otsego
WRIGHT COUNTY, MINNESOTA:
NOTICE IS HEREBY GIVEN, That the 26 day of April , 2000
Year
at 6 - 3go'clock—pM., has been fixed as the date for the meeting of the Board of Review—*] �
(Strike Out One)
in your Oita, for said year. This meeting should be held in your office as provided by law.
Pursuant to the provisions of Minnesota Statutes Section 274.03, you are required to give notice of
said meeting by publication and posting, no later than ten days prior to the date of said meeting.
Given under my hand this 24 day of February 2000
Year
6Aright County Assessor
Wright County, Minnesota
`Applies only in Cities whose charters provide for a Board of Equalization.
Filed in my office this �J day of 1;_06
0
Clerk
MAP FUKM A.F. 3 — Clerk's Posted Notice
ASSESSMENT NOTICE
Miller/Davis Co., St. Paul, MN
NOTICE IS HEREBY GIVEN, That the Board of Review — *INTWIW of the _ City
of Otse
Minnesota, will meet at the Office of the Clerk in said
County,
at 6:30 o'clock PM., on _ Wednesday the 26 day of April 2000._
Year
for the purpose of reviewing and correcting the assessment of said City
for the year , 2000 All
persons considering themselves aggrieved by said assessment, or who wish to
Year
complain that the property of another is assessed too low, are hereby notified to appear at said meeting,
and show cause of having such assessment corrected.
No complaint that another person is assessed too low will be acted upon until the person so assessed,
or his agent, shall have been notified of such complaint.
Given under my hand this D qC day of ,5�Rpa)o
Year
Clerk of the _ of
*Applies only in Cities whose charters provide for a Board of Equalization.
MEMO
Date: March 1, 2000
To: Planning Commissioner
From: City Administrator Mike Robertson
Re: Planning Commissioner Training
I have enclosed for your convenience a brochure listing
training opportunities for Planning Commission members.
I would urge the new Commissioners to consider
attending the section on the "Nuts & Bolts of
Planning". Other Planning Commissioners have taken
that course and always been satisfied with it. The
City has money in the budget to pay your tuition and
expenses. Please contact either Elaine Beatty or
myself and we will sign you up for the course.
If "veteran" Planning Commissioners wish to take any of
the other courses, please also contact Elaine or
myself.
cc: City Council
City Staff
Michael C. Couri-
Andrew J. MacArthur
Marcus W. Miller
*AW Ucemed in nfinois
February 23, 2000
City Council Members
City of Otsego
c/o Elaine Beatty, City Clerk
8899 Nashua Avenue NE
Elk River, MN 55330
COURI & MACARTHUR
Attorneys at Law
705 Central Avenue East
PO Box 369
St. Michael, MN55376-0369
(612) 497-1930
(612) 497-2599 (FAX)
couriandmacarthur6pobox. com
RE: Proposed Changes to City Assessment Ordinance
Dear Council Members:
Please find enclosed for your review and comment at next Monday's regularly scheduled
City Council meeting a proposed revision to the City's previously adopted Assessment
Ordinance. The revisions are made from the version presented to the Council by John
Harwood, dated January 19,2000.
I have added a section regarding the intent of the ordinance and have revised certain
sections to clarify how the ordinance is to be interpreted.
In short, the ordinance sets forth procedures that should be adhered to if they are
determined to be the best method of assessment for a particular project. In the event that
the Council wants to combine methods of assessment or modify application of a
particular procedure it must do so by resolution.
There are also various changes in words and phrasing, which are highlighted.
I will be available to answer any questions regarding this matter at Monday evening's
City Council meeting.
Very tru ours,
drew J. Mur
COURI & MACARTHUR
Encl.
cc: Larry Koshak, Hakanson Anderson
Dan Licht, NAC
CITY OF OTSEGO
COUNTY OF WRIGHT
STATE OF MINNESOTA
ORDINANCE 24-1
AN ORDINANCE RELATING TO LOCAL IMPROVEMENTS AND
SPECIAL ASSESSMENTS AND ESTABLISHING A GENERAL POLICY
THEREFOR
SECTION
24-1-1: Intent
2411.24-1-2: Classification of Projects
24-1 2--24-1-3: Financing Class B and C Improvements
24-44-.2.4-1-4.:.Assessment Regulations for Class B Improvements
24-1-4.24-1-5: Assessment Rules for Class C Improvements
24-1 Speei l Rules
24-1-€.24-1-6: Special Rules
24-1-7: Postponed Assessments
24-1 x.24-1-8: Apportionment of Assessments Upon Subdivision of Land
24-x-8:24-1-9: Federal, State and County Aid Use
24
19- Branch SepAee Lines 2"'IT�S7Y"CiIIVifT7GT7�Iri 7
24 1 _ 10- PaFfi ,l Pa,< em
24-1 11: CeFfif e do of Assessments
4 1 12.-24-1-10: Branch Service Lines
24-1-11: Partial Payment
24-1-12: Certification of Assessments
........................._.......................................................................................
24-1-13: Assessment Manual
24 1 13 :24-1-14: Effective Date
THE CITY COUNCIL OF THE CITY OF OTSEGO ORDAINS:
24-1-1: INTENT
It is the intent of this Ordinance to establish general rules and procedures for the
assessment of costs against benefited properties when the City undertakes a public
improvement project. The goal of the ordinance is to provide general guidelines
which will result as,much._as possible_a.fair.and. equitable. distribution_ of. costs
across general classes of benefited properties. The. range of allocation of costs is
limited by state statute and case law which allows the City only to assess up to the
fair market increase in value to a property resulting from the improvement.
The ordinance sets forth general rules to be applied in particular situations and to
be followed. in.the .event .that _a certain method is to be used. However. in order to
arrive at a fair and equitable assessment the City Council may determine that a
certain method may be modified or that a project may require a combination of
methods of assessments. In the event that a certain assessment method or
combination. of methods is. chosen this ordinance shall dictate how that method
will be implemented However, if the Council determines that different methods or
combination of methods should be used they may proceed with those methods in a
manner which is equitable, but may be inconsistent with this ordinance as long as
the method and rationale_for.departures..are set forth in_a. Council, resolution_
24 1 1i Cr A SSIFICA T40N24-1-2: CLASSIFICATION OF
PROJECTS:
A. In general. Public improvements are divided into those classes specified in
the following subdivisions according to their respective benefit to the city
as a whole, to specific areas of the city, and to property specially
seFvedbenefited by the improvement.
B. Class A. Class A improvements are those which are of general benefit to
the city at large, including (1) pcity buildings, except a building which
is part of an improvement described in one of the following subdivisions;
(2) any public park, trail, playground, or recreational f edit"; and -(-3)
an-yfacili except for thoseit not deser-ibed in Minn. Stat.
n-°2'�—d.-4-.improvements_required.as per aapecifc City approval;
and (3) any other public improvement which the City Council specifically
determines is of general benefit to the City at large. All such
improvements shall be financed from general city funds and not from
special assessments.
C. Class B. Class B improvements are those which are of both general benefit
and special benefit to abutting or nearby property. Class B improvements
include (1) trunk watermains larger than eight (8) inches; (2) trunk sanitary
sewer mains larger than eight (8) inches; (3) permanently surfacing
collector streets; (4) storm sewers and (5) the installation and maintenance
of street lighting systems;
D. Class C. Class C improvements are those which are primarily if not
exclusively of benefit to property abutting or in the area of the
improvement, including (1) the construction of water mains with inside
diameters no larger than eight (8) inches in single family residential areas or
twelve (12) inches in commercial industrial areas or high density residential
areas; (2) the construction of sanitary sewer mains no larger than eight (8)
inches in inside diameter; (3) the construction of curbs and gutters; (4)
grading, graveling,eilisg, and applying non -permanent surfacing to streets;
(5) permanently surfacing streets; and (6) the abatement of
nuisances.
24-1-2+24-1-3: FINANCING CLASS B AND C IMPROVMENTS:
It is the policy of the city to finance Class B and C improvements by the methods
prescribed in Sections 3, 4 and 5. The apportionment of the cost between benefited
property, between specific areas and between the city at large and the method of
levying assessments prescribed in those sections shall be followed in each case
unless the council, by resolution, finds that because of special circumstances stated
in the resolution, a different policy is necessary or desirable in the particular case.
The. word "shall"_as.used_in.these, sections, indicates. that the procedure must.be
adhered to in the event that the Council determines that a specific method should
be followed without modification. In the event that the Council determines by
resolution that adjustments to a certain method of assessment are necessary they
are ............................ constrained directory vrovisions.of this Ordinance. but_bv the adopted
resolution. y local improvement described in Minnesota Statutes, Section
429.02 and not placed in Class A, B or C by Section 1 shall be financed as the
council determines to be the most feasible and equitable in each case. In each
case, the council shall examine the assessment roll before approval and adjust any
assessment which exceeds the benefit received by the property assessed.
24 1 3:-24-1-4: ASSESSMENT REGULATIONS FOR CLASS B
IMPROVEMENTS:
A. Trunk water mains and sanitary sewers.
The cost of trunk sanitary sewage works and trunk water works shall be
allocated tome properties that which will benefit or be
served by the improvement either immediately or within the foreseeable
future. The cost allocation to benefited properties may be made by
assessment ofbenef*d properties on the basis of area-ew*area, connection
charges or allocation of fees against properties that can be served. The city
council may fund all or any portion of trunk system costs by any
combination of area wide meds-ennethods, connection charges, or fees.
When a water or sewer main is constructed that can provide current
or future service to a property or that provides current or future
benefit to a property, that property may be assessed on an area basis
3
for the costs of the improvement. That assessment shall be levied at
the time that the public improvement project is authorized. The
assessment may be deferred if the council deems such deferment to
be necessary or appropriate.
2. When a trunk sewer or water main is constructed that also serves as
a lateral sewer or water line, the abtt ngbenefited property shall be
assessed for the facility sizing that is defined as Class C
improvement in Ordinance Section 24-1-1 D. In addition, tiatthe
benef ted property shall be responsible for its proportionate share of
the cost of the trunk system on the basis of area assessment or
connection charge.
3. The cost of any trunk sewer or water main in excess of dlatany
lateral assessment shall be assessed on the basis of area or unit
against all properties benefited or asuch costs shall be included
within a fee or connection charge.
4. The cost of a lift station or facilities other than gravity sewer service
shall be assessed on the basis of area against those properties
benefited by the lift station.
5. Connection charges for both sewer and water shall be established by
council resolution and shall be reviewed annually.
B. Collector Streets -Su laein . Collector streets are designated in the City
ComprehensivePlan, in Plan and by the City's
adopted State Aid Street Plan. The cost of the pavement on any collector
street roadway shall be assessed against the benefited property either on the
basis of frontage on the abutting street or upon lot unit equivalents. When
the construction standards for such paving are higher than those the city
would use for a residential street, the cost to be assessed shall be based on
the cost of paving a standard residential street. Any additional cost to
construct to collector street standards shall be paid from non -assessment
funds. If bonding is used to finance the improvement at least twenty percent
(20%) of the cost of the improvement must be assessed against
abu ingbenefited properties.
If improvements are made to an MSA designated and eligible street,
the abuftingbenef ted properties shall be assessed for the costs of a
city standard residential street and any additional costs shall be paid
for by the City.
4
2. Within newly constructed residential or commercial -industrial
developments, the Developers shall pay for or be assessed 100% of
the costs of newly constructed streets unless any street is MSA
eligible in which case Developer shall be assessed or pay for the
costs of a standard residential or commercial street and any
additional costs shall be paid for by the City, unless that the City
Council determines by resolution that due to the nature of the
development or the financial position of the City that the additional
costs. should properly. be. borne by the Developer.
C. Storm Sewers. This section adopted by Ordinance 95-4, 3/27/1995.
Cost for construction of storm sewers shall be assessed against the property
in the area served by the sewer on the basis of the equivalent square footage
of the property. The area to be assessed shall be determined on the basis of
topographic maps and other pertinent data. The equivalent square footage
for properties shall be determined in accordance with rules or procedures
adopted by council resolution.
1. As a general policy, all properties are responsible for a proportionate
and equitable share of the costs of storm sewer and surface water
system components.
a) All individual properties or aggregation of properties within a
specific drainage are&;area as defined b_y the City, or other
area defined by a specific development area; or- other- defined
areapr9p9sal.or by the City in. some other_manner. are
responsible for the total costs to construct storm sewer
improvements that serve the area, including lateral facilities
which are the surface water and storm sewer drainage pipes,
ditches and appurtenances that provide service to smaller or
local areas and trunk facilities. Lateral facilities can consist
of portions of trunk facilities, with the basic system costs
allocated to lateral service and the portion of system cost
associated with oversizing and/or added depth as required for
area service allocated to the trunk system.
b) All individual properties or aggregation of properties within a
specif c drainage ,aea,as defnedby the
.
City, or other area as defined by specific development area,
proposal or by the City in some other
manner are responsible for providing ponding to reduce peak
runoff rates from developed property to the rates from
property in its pre -developed state and to enhance
surface water quality.
c) All properties are responsible for an equitable proportion of
the costs of trunk storm sewer facilities which are the larger
surface or storm water drainage pipes, ditches and
appurtenances that provide service to an entire area.
d) All properties are responsible for an equitable proportion of
the on-going costs of storm sewer utility system operation,
maintenance, repair and replacement as required for proper
drainage system function.
2. Costs and charges for construction, operation and maintenance of the
surface water and storm sewer management and control system will
be allocated, assessed or paid under statutory authority including the
municipal authority for zoning and subdivision control, the
municipal authority to charge for the use and availability of storm
sewer facilities, the municipal authority to establish storm sewer tax
districts, the municipal authority to establish a storm sewer utility
and the municipal authority to construct and assess the costs of
public improvements to a befiefit to benefited properties,
or to levy taxes or charges within a defined area of benefit. Under
this authority, surface water management and storm sewer systems
costs will be allocated, assessedassessed taxed or paid as follows:
a) For all land use changes made under City zoning and
subdivision approval authority, properties will be responsible,
at the time of the land use change approval, for tota: costs of
construction of required storm sewer improvements, for costs
of providing required ponding, and for proportionate costs of
the trunk drainage system.
b) To pay for the construction, reconstruction, repair,
enlargement, improvement, or obtainment of storm sewer
systems, including mains, holding areas and ponds, and other
appurtenances and related facilities for the collection and
disposal of storm water, the city shall impose just and
equitable charges for the use and availability of the
facilities.............................................................iliflling.h.methods and
L
procedures set forth in either Minn. Stat. 429 or Minn. Stat.
444: Charges to individual properties shall be as nearly as
possible proportionate to the cost of furnishing the service, or
shall be just and equitable. All charges shall be based upon
established statutory procedures, city ordinances, resolutions,
or by reference to procedures and rules established by the city
council pursuant to statute, ordinance or resolution. Said rules
shall set forth the classification of properties based upon the
quantity and quality of storm water produced, and other
relevant factors. Such charges shall be imposed to all eligible
properties in a project area at the time when facilities are
constructed for the use and availability of properties and shall
include the costs of storm sewer improvements, required
ponding and trunk drainage.
c) All properties shall be responsible for a periodic fee, charge
or tax for on-going and continued operation, maintenance and
repair of storm sewer facilities with such fee, charge or tax
established by municipal authority as a storm sewer taxing
district, undereg_neral provisions of Minn. distfir. Stat. 444,
and/or under municipal authority for a storm sewer utility.
24-x-4:24-1-5: ASSESSMENT RULES FOR CLASS C
IMPROVEMENTS:
A. Water and Sewer. The cost of lateral water mains or necessary
appurtenances eight (8) inches in diameter and smaller in single family
residential areas and twelve (12) inches and smaller in industrial,
commercial or high density residential areas and the cost of lateral sanitary
sewer mains not exceeding eight (8) inches in diameter shall be assessed
against abuttmgbenefited property on the basis of frontage or by unit. The
cost of water nslines to be assessed includes the service lines, if
furnished, hydrants and valves. The cost of sewer mains includes service
lines, if furnished.
The cost of lateral sanitary sewer and water mains shall include all
components or appurtenances to make the utility complete and may include
the cost of restoration, including street surfacing, if such restoration is not
otherwise funded.
The lateral water and sewer cost shall include the cost of extending the
facilities from where the existing sewer may end to the properties to be
served and to the far end of those properties as necessary for upstream
sewer service or for adjacent property water service. Lateral water line
eestlines shall
requ4ed:conform to the adopted City water plan. If looping is required
within a plat or proposed development the costs of looping will be charged
or assessed to the.Developer.
B. Streets. The cost of construction of curbs and gutters on any street,
graveling, oiling, and applying non -permanent surfacing to any street, or of
applying permanent surfaces to streets, shall be assessed on the basis of
frontage, to properties that abut, are accessed from and/or are benefited
from the street improvement. Assessment of residential street improvement
may be made on the basis of the lot, the unit or on an equivalent unit at the
discretion of the city council based on the fmdings of equity and benefit.
C. Nuisances. The cost of abating nuisances shall be assessed in a manne
detemiine�l by the e, eil 1, e t a s Y tequitably the
rvavaal�.alaVY V, 411V VVN,11V11 ill VG�VI�VCi
benefiteeeiyed by pr-epeFty to be assessed. The assess sue1'
ease may be made against nen abuffing pr-epeFty to the extent theffepeFty
is -conformance with Minn. Stat. 429.101 or adopted City nuisance
ordinance,
benefitedby the .mpr-eyement
24-1-,24-1-6: SPECIAL RULES:
A. General. Assessment methods are established by the City Council aimed a
mon a case by case basis in conformance with the stated intent of this
ordinance to insure equitable distribution or allocation of costs to benefited
properties. In general, the maximum size requirements for trunk sewer,
water and drainage facilities are related to such
factors as projected development densi
land afea and the ,within an area, the planned or permitted use of
that land. Fnes land, and the needs of the types of.development allowed
within the range of permitted uses. In most cases the equitable assessment
system for trunk sewer, trunk water and drainage facilities is most often on
an area basis.
.... basis. -n_,,,,,,, In general, the Fequ4emen assessments for local street and for
extension of lateral sewer and water is-eleselyshould be correlated to the
width of lots and to the length of the street or utility necessary to serve each
lot and adjacent lots. The most equitable assessment basis for street &and
lateral sewer and water is often thea frontage basis,
E:3
In all instances, the City Council has the right to review the basis of
assessment and modify by resolution that basis as deemed
pr appropnate as set forth in Section 1 of this ordinance A
modified basis may include unit assessments by lot or parcel and may
include equivalency determinations for area, frontage or units to achieve
equity.
B. Intersections and areas not abutting properties. The cost of street water
and sewer improvements in street intersections or in easements and other
areas not directly abutting properties, shall be included as part of the
assessable lest.
cost The City shall pay its equivalent share of improvement costs which pass by
City owned property.
C. Adjusted Frontage. When the amount of an assessment is determined by
frontage, an equivalent front footage shall be determined according to the
following rules when an irregular lot requires such an adjustment to
maintain fairness in the assessment:
General
The front of a lot is, in order of precedence, the side or direction that
the house faces, the side that the property address is assigned or the
side from which primary access is made. The frontage of a property
is measured along the front property line. On platted property that
frontage is the lot dimension shown on the plat. For unplatted
property, that frontage will be determined in order of precedence by,
the legal description, by computation., or by scaling dimensions from
a city approved map.
2. Adjusted Frontage
For irregular shaped lots, equivalent front footage shall be
determined by dividing the square footage of the lot by the general
let dept# lot depth as determined by the City zoning_ ordinance and
applied to the affected area.
Where a lot or unit consists of a combination of rectangular and pie
shaped or irregular portions, the equivalent front footage shall be
determined as the sum of the straight front footage plus the
remainder in accordance with appheahle-riles-the Ci!Y zoning
ordinance.
3. Frontage on Curved Streets
a) For lots fronting on curved streets or cul-de-sacs, the frontage
shall be measured along the arc at the building setback line,
and shall not be less than the minimum lot width required by
ordinance for the specific zoning district.
4. Corner Lots. In any assessment made on the basis of frontage,
except one for water or sanitary sewer, comer lots shall be assessed
for footage along the longest side if residential property and along
both sides if commercial -industrial property. Any remaining footage
shall be spread among all other assessed properties. In the case of an
assessment for a lateral water or sewer main, Class C, corner lots
shall be assessed for the footage only along the front side of the lot.
Where frontage curves so greatly as to give a general appearance of a
corner, the lot shall be considered a corner lot and equivalent front
footage, as well as side footage where required, determined on the
basis of an irregularly shaped lot.
24-1-x:-24-1-7: POSTPONED ASSESSMENTS:
A. If the city advances its own funds to pay for improvement costs relating to
property abutting enbenefiting from but not initially assessed for an
improvement, the city may reimburse itself for all or any portion of this cost
by levying assessments against such property upon notice and hearings
provided for the assessments at a later date.
B. If the city advances its own funds to pay for improvement costs that benefit
non -abutting property not initially assessed for it, but able to use it when
extensions or other improvements are made, the city may include all or any
portion of the costs originally advanced into assessments for later
improvements if notice to that effect is included in the notice of hearing on
the matter of undertaking the later extension or improvements.
24-1-7424-1-8: APPORTIONMENT OF ASSESSMENTS UPON
SUBDIVISION OF LAND:
10
If a special assessment is levied against a tract of land which is later subdivided,
the installments remaining unpaid can be apportioned among the various lots and
parcels in the tract upon a finding that such apportionment will not materially
impair collection of the balance due. This may be done upon application of the
property owner or by the City Council acting upon its own motion, but notice of
such apportionment and of the right to appeal must be mailed to or personally
served upon all owners of any part of the tract. If the assessment has been pledged
towards payment of improvement bonds, the City Council must require the owner
or owners to provide adequate security. The City Council may also, at its
discretion, require security in other cases.
24-1-8124-1-9: FEDERAL, STATE AND COUNTY AID USE:
If the city receives financial assistance from the federal government, the state, or
the county to defray a portion of the cost of a street improvement project, such aid
shall be used first to reduce the share of the project cost which would be met from
general city funds according to the assessment formula contained in this ordinance.
If such aid is more than the amount of the improvement cost to be borne by the
city such additional amount shall in no way affect a reduction in individual
assessments calculated pursuant to this ordinance and city assessment policy.
24-1-9:24-1-10: BRANCH SERVICE LINES:
Water and sewer lines shall be installed from the main to the front property line of
property to be served before any permanent street surfacing is constructed in the
street. If any property owner fails to put in such water and sewer service lines
within 30 days after notice from the city engineer, the city council shall proceed to
have water and sewer service installed and to assess the cost against the property.
''�'�4 1-1 24-1-11: PARTIAL PAYMENT:
After the adoption by the city council of the assessment roll in any local
improvement proceeding, the owner of any property specially assessed in that
proceeding may, prior to the certification of the assessment to the county auditor,
pay to the city treasurer any portion of the assessment not less than $100. The
remaining unpaid balance shall be spread over the period of time established by
the council for installment payment of the assessment.
24 1 14:24-1-12: CERTIFICATION OF ASSESSMENTS:
After the adoption of any special assessment by the council, the clerk or deputy
clerk shall transmit a certified duplicate of the assessment roll with each
11
installment, including interest, set forth separately to the county auditor to be
extended on the proper tax lists of the county.
24-1-1224-1-13: ASSESSMENT MANUAL:
The city clerk and staff shall prepare an administrative manual specifying more
detailed procedures for the conduct of local improvements and the levy of special
assessments in supplementation of this ordinance, and consistent therewith. Upon
approval of the council by resolution, such manual shall be used with this
ordinance in the conduct of all local improvement proceedings to which they apply
by their terms.
24-1-43f24-1-14: EFFECTIVE DATE:
This Ordinance to be effective upon its passage and publication according to law.
Motion for adoption made by Councilperson and
seconded by Councilperson this day of
. 1999.
IN FAVOR:
OPPOSED:
History:
Ordinance 24-1
Ordinance 95-4
1995
Ordinance 99 -
Originally adopted October 24, 1994
Originally adopted new section 24-1 -3c, Storm Sewer March 27,
Adopted Miscellaneous Revisions, , 1999
12
CITY OF OTSEGO
SUMMARY OF WATERSHED FEES COLLECTED
FROM INCEPTION TO DECEMBER 31, 1999
BALANCE IN THIS FUND AT'12/31/99 143159.84
Prepared by I -ice 2/28/2000 -age 1
Receipt
Received From
Number
Date
Amount
Balance
First Security Title
Rivers Glen
1858
10/23/96
2,246.20
2,246.20
Harlan Rask
Heritage Plains
1977
11/19/96
5,625.00
7,871.20
Harlan Rask
Heritage Plains
2302
6/5/97
13,865.00
21,736.20
Bulow, Inc.
Sorenson Ridge
2407
7/28/97
31,000.00
52,736.20
Registered Abstractors, Inc.
Rivers Glen
2821
1,123.10
53,859.30
Advanced Masonry
Rivers Glen'
3055
5,615.50
59,474.80
Backes Development
Crimson Ponds
4065
11/10/99
50,200.00
109,674.80
Ulmer Development
Prairie Creek
4206
12/29/99
29,888.00
139,562.80
139,562.80
Interest Allocated to this Fund
3,597.04
143,159.84
BALANCE IN THIS FUND AT'12/31/99 143159.84
Prepared by I -ice 2/28/2000 -age 1
CLAIMS LIST
CITY COUNCIL MEETING
February 28, 2000
TO: City Council
Attached is the Claims List for your consideration. For more detail, please refer to the
Check Detail Registers.
Claims Register $ 9,110.00
Claims Register $ 66,463.01
Automatic Pay Deductions $ 68,668.78
GRAND TOTAL $144,241.79
If you have any questions or if you would like to review this list further, please let me
know.
Judy Hudson
Deputy Clerk/Treasurer
CITY OF OTSEGO Monday, January 31, 2000
Check Summary Register Page 1 of 1
Name Check Date Check Amt
::...:....... ..
00 BANKOFELKRIVER
UnPaid HELEN WILSON BERGE $9,110.00
Total Checks $9,110.00
CITY OF OTSEGO Monday, January 31, 2000
Check Detail Register Page 1 of 1
Check Amt Invoice Comment
s <... �§.. c <::�1�?&lrf:3lG, r�� ` �"� kx. A�#''4�'�°„e"<'`.`�'c� ic"�`.'aak' Y: . ' .. ... .... " �' ......'. #$'•
10100 BANK OF ELK RIVER
Unpaid HELEN WILSON BERGE
E413-43100-500 Capital Outlay (GENERAL) $9,110.00 Odean Ave Easement
Total HELEN WILSON BERGE $9,110.00
10100 BANK OF ELK RIVER $9,110.00
CITY OF OTSEGO Monday, January 31, 2000
Check Summary Register Page 1 of 1
Name Check Date Check Amt
:;;:; ,
10100 BANKOFELKRIVER
UnPaid HELEN WILSON BERGE $64,891.00
UnPaid ICMA RETIREMENT TRUST $614.70
UnPaid PUBLIC EMPLOYEES RETIREMENT FD $907.31
UnPaid STATE CAPITAL CREDIT UNION $50.00
Total Checks $66,463.01
CITY OF OTSEGO
Check Detail Register
Monday, January 31, 2000
Page 1 of 1
Check Amt Invoice •Comment {
:n..C'�iff : ^:{•,>: .:a' �ai'x''' .�\'�'`":y,.':+:.:+a:-iii T:.N'!f \�ti{:'\"+Kiran\ii%:w+:\::\aK. •nirvX:ii':''v, v':v'3+'�Zc\�.rs�,a;•..,....1�.�:aw//f/^c�;cs��>a\�..'ru.
10100 BANK OF ELK RIVER
SCCCOOt\ iP%ti4>:CSPYfiWttY.�^C::^'i ffiAtK,�KA[,Y•�^ttOY.fM'A]C VCKL;<K9FFiWttIM\'•Y�tt+�:x+�YK�Kx�<.w:. ... �.,PMe^�n(�mMKMMMMM.; w:rrxv.:v:: nrvvx:nw:::::.
Unpaid HELEN WILSON BERGE
E413-43100-500 Capital Outlay (GENERAL) $64,891.00 Odean Easement
Total HELEN WILSON BERGE $64,891.00
xw„w.,-,.,,•::.,•..ww,,,.w.,,w.,,w,.•..,,x,,.�,.�.:��:�:a�,..:���.W�.:«-�«a:�a,�a.�.x.:w:�.���.:ra.� � �,w,�>�«att�>�b,.�:t ,� . x.,„
UnPaid ICMA RETIREMENT TRUST
G 101-21705 Other Retirement $412.78 PPE 2-5-00
E 101-41400-121 PERA $201.92 PPE 2-5-00
Total [CMA RETIREMENT TRUST $614.70
«�:,,�,,,�>,�:�>x»y,�a��»�,«..�,w.w.,..w..�.a,>,w..�.w>,F»v>.w.»w y.»>,�.>�,>,,.wN.x,,.:_::::.�:::.,•:.�.,:.,•:.
UnPaid PUBLIC EMPLOYEES RETIREMENT FD
G 101-21704 PERA
$434.01
PPE 2-5-00
E 101-41400-121 PERA
$203.81
PPE 2-5-00
E 101-43100-121 PERA
$196.97
PPE 2-5-00
E 101-41550-121 PERA
$72.52
PPE 2-5-00
Total PUBLIC EMPLOYEES RETIREMENT FD
$907.31
:...:.-::::.v:::::.:•.::x•:::.:•::::::::::::::: :.::..v.:.,•�var>: »: r.:::•.>.>r.:vx.•:>::AP:T-'Ar::r».�e:x.::•>I..T' '.N—I aa,: a,>.:.>»>::.wa:,>w:c-.raa�a:�ax<.>:.;>:::>xa-.w>ra>ax:.::..v>:aw::.>:a>•:..>:aw:ca000wom»unxm w.nv xw
Unpaid STATE CAPITAL CREDIT UNION
G 101-21709 Medicare $50.00 Olson 141923
Total STATE CAPITAL CREDIT UNION $50.00
10100 BANK OF ELK RIVER $66,463.01
CITY OF OTSEGO Thursday, February 03, 2000
Check Summary Register Page 1 of 1
Name Check Date Check Amt
10100 BANK OF ELK RIVER
UnPaid
AFFORDABLE SANITATION
$229.13
UnPaid
AIRGAS, INC.
$27.81
UnPaid
BEAR ALARMS
$272.64
UnPaid
BOISE CASCADE OFFICE PRODUCTS
$190.36
Unpaid
CORROW TRUCKING
$1,727.39
UnPaid
COURI MACARTHUR LAW OFFICE
$2,585.50
UnPaid
DTS HEATING & AIR COND
$480.50
UnPaid
DJ'S TOTAL HOME CENTER
$40.99
UnPaid
EAST SIDE LEASING CO
$1,270.97
UnPaid
ECM PUBLISHERS INC
$63.65
UnPaid
EVERGREEN LAND SERVICES CO
$575.00
UnPaid
FORTIS BENEFITS INSURANCE CO
$94.19
UnPaid
GOPHER STATE ONE -CALL INC
$4.00
UnPaid
H G WEBER OIL COMPANY
$1,111.05
UnPaid
HAKANSON ANDERSON ASSOC INC
$52,057.11
UnPaid
JERRY V JOHNSON
$2,340.00
UnPaid
MEDICA
$3,118.41
UnPaid
MINNESOTA COPY SYSTEMS
$194.84
UnPaid
MINNESOTA LIFE
$62.70
UnPaid
ONRAMP, INC
$218.85
UnPaid
PRINCIPAL FINANCIAL GROUP
$243.74
UnPaid
RANDY'S SANITATION
$257.50
UnPaid
RUNDQUIST, CORRIE M.
$175.00
UnPaid
SAFETY TRAIN, INC.
$1,223.00
UnPaid
WRIGHT COUNTY AUDITOR -TREASURE
$104.45
Total Checks $68,668.78
CITY OF OTSEGO Thursday, February 03, 2000
Check Detail Register Page 1 of 3
:.::::::::>i:;>;:; :<>.:>:>;;;:•;:;::•;: >:;:•:;•;:.;:.:.;::,: ,:: •.,:;:.,,:.:: •::::.:::::::::::....., .....:.,. Check Amt Invoice Comment
.....:;•,x-:.;:;a:;;•:;;;•:.,ti\��s•Mnnxnivnv.,•.v::.,:..iii:?v\::' vti: Lr. i�aG,.::.i:i:::i::•. .. J:`;'.'s:����� :'.:..{,'r •,�+��+. .`.� ..."Y"'• '•\, :: \'+:�: •.:a;
,;,'�. > ,....... :: wCv: �,t�',4x,,,,,a�'FN}:nM.'4.�5,-n..v,G'k«�\+v�"».?i,'S.+Z+�n�''�'S*?:i`•.C4.'f•::•:i!v::.::.'•,-.`,?i:\:t'xv?^.,
10100 BANK OF ELK RIVER
;;•.> :�.-•; cscc•:;cicc:.iix--:,: �:;;:;:;.:c;o:;::•x•::;«,c.,:x::_.:<;.:;;:;...:,.:ax<::,eccx;cu.-•i::mxxxxxexxxxri..,
UnPaid AFFORDABLE SANITATION
E201-45000-410 Rentals (GENERAL) $114.63 2012 Feb Rental
E201-45000-410 Rentals (GENERAL) $114.50 001210 Nov Rental
Total AFFORDABLE SANITATION $229.13
GA
v:•:.vvvn,v„vxµ::vnvvvmT.vvnXO•.vM:i<Mvv�pAvx:v.:vvv.:vxv: nvw.:v: n:::v:. vv.:v::Y'. SOS•%;S;v�•:;.:;:w yC;titi•:4:c;v
UnFaid AIRS. INC. ,....:.:..,,.:,..,::..:.::.....: ..................
E 101-43100-220 Repair/Maint Supply (GENERAL) $12.95 219427 Oxygen
E101-43100-220 Repair/Maint Supply (GENERAL) $14.86 225759 Tube Adaptor
Total AIRGAS, INC. $27.81
oow»o»aa;corax«r,;,;wooaiar:a wssxw;ora,�,v>,s,M:,-n::•:::.::,:: nv�.L n•::::.,,:,•:.•rrroessxaavxv.»aa+ewrsx+,sxw.•_::.:v.,:w.,:,:»vvw:::::.w:::::::,.,•:.,::,:,»+,::-n,:,:•:::.,-::.:,w.:•:.,v::::.weaeot�vomc•:ranrnaasen.K x...
Unpaid BEAR ALARMS
E 101-41940-390 Contracted Services $272.64 1310 AN Monitoring
Total BEAR ALARMS $272.64
U;,::.;:•;npaid CASCADEOFFICE .,,.::::::M,w::::.::::.:::::.wx
BOISE ::.::r:.::::PRODUCTS ,.::::::
E 10 1-41 400-203 Supplies - General ($66.26) 464180 Supplies
E 101-41400-203 Supplies - General ($7.76) 571276 Supplies
E 101-41400-203 Supplies - General $264.38 451633 Supplies
Total BOISE CASCADE OFFICE PRODUCTS $190.36
�.<,�«,.�;<�«u:<x•> ;;<;•:.;:;;x<.>:�;,:,Fi;.««i. o.,.«;;;x.;:::«;<«.:«:k.:«;«.:n.:...:::::..:::::.:�«xx;««,�xx�.«,:«.:««�,a<i«i,»-..,�,r.,�,.««�.�.�.•«x.,�,,.::xii�.<..�:.�,,.:,,,.,.k,w,N,.:...w,..:r<r-
UnPaid CORROW TFIUCKINGY
E 101-43610-390 Contracted Services $167.39 Feb Service
E101-43610-390 Contracted Services $1,560.00 January Recycling
Total CORROW TRUCKING $1,727.39
. ...:: .:::;•:-:v...'. .:.w.v x...:.v.x.:hi..v.:.v.v\vvv..v..>-v .....:...:......:........:...:. nw:::.w.v::::: r:::: nvw::::::::::.vv:�:::::.vvnvvvw.vw:::::::::::.vw.vvxvxrxN00P:4tii«•:O: ti ;v}:ti4f.W4ilttx-
�UnPaid COURI MACARTHUR LAW OFFICE
E 415-43251-301
Legal Services
$714.00
Wastewater Treat
E 101-41700-301
Legal Services
$888.50
General Legal
E 413-43100-301
Legal Services
$280.50
Odean Avenue
G 701-21936 Mississippi
Pines PUD 00
$255.00
Swenson
G 701-21922 Pheasant Ridge
$127.50
Pheasant Ridge
E 601-49400-301
Legal Services
$85.00
Elementary Well
E 101-41700-301
Legal Services
$42.50
Lefebvre
E 413-43100-301
Legal Services
$42.50
Morisette
E 101-41700-301
Legal Services
$150.00
Coldey Litigation
Total
COURI MACARTHUR LAW OFFICE
$2,585.50
Unpaid DJ'S HEATING & AIR COND
E 101-43100-400 Repairs & Maint Cont (equip) $480.50 27551 Shop Furance repair
Total DJ'S HEATING & AIR COND $480.50
HUnPaid. DTS TOTAL HOME CENTER:::.:.....x ,. ,fF«,,,...:x;•>, <•, ;.::M:.,,,... xx:.. ..,n.. dwx..,,,;<«,:3
E 101-43100-220 Repair/MaintSupply(GENERAL) $40.99
Total DJ'S TOTAL HOME CENTER $40.99
Unpaid EAST SIDE LEASING CO••
E 101-41400-413 Office Equipment Rental
$77.57 5025 Sales Tax
E 101-41400-413 Office Equipment Rental
$223.40 5025 Copier rental
E 101-41400-413 Office Equipment Rental
$970.00 5025 Buyout Factor
Total EAST SIDE LEASING CO
$1,270.97
U
CITY OF OTSEGO Thursday, February 03, 2000
Check Detail Register Page 2 of 3
Check Amt
E 101-41400-350 Print/Binding (GENERAL) $63.65 Miss Pines PH
Total ECM PUBLISHERS INC $63.65
............n.....,..»,.....nn :VPNPCCPNrR%KM:Y:•v[.:..v.::...........................v..........::tivYYAMJP:V3�:A}:R,v�ib�.�?G:.t:rfnxYn aY..
lJnPaid �• ...............�� EVERGREEN LAND SERVICES CO
E 413-43100-390 Contracted Services $200.00 117 ROW Agent
E 101-43100-390 Contracted Services $375.00 137 ROW Agent
Total EVERGREEN LAND SERVICES CO $575.00
.n..n,»»nvvvn.vnr..,.n..,»:,\\\CP559(94�VCPltiV:'N'.:!h1ir. �«x.�:Si:i4:t9[IX!C%S!:\:"+i ::•iJl:.:q(dOF�OD�w.WNOW00f0G6CdG:AWW.x:C+C.Cxi\AY.LUiJCLCfxA:t:,0.YwLOPJW000tOt4%9GIXxM!d^:1YK.'^rm:[Y[e^r+N+Y^ue.
Unpaid FORTIS BENEFITS INSURANCE CO
E 101-43100-130 Employer Paid Ins (GENERAL) $27.00 PW STD
E 101-41400-130 Employer Paid Ins (GENERAL) $67.19 Adm STD
Total FORTIS BENEFITS INSURANCE CO $94.19
SA•YRTi:�tiP:C:IX<•i ilii: �: iiiii•iiiii+4:Aviti:•::•Y,YMx:4:rnr.;N}::iJYM:Cd%�COOC{vYi.:SWM9Cx:x%gwkgv-xpx:ii.\.:?%V000QFOKdNXa. YdOP'P:K.+hvtv.N:•KK+•yxl:v:x.:tnyy. ..
UnPaid GOPHER STATE ONE -CALL INC
E 101-41400-310 Miscellaneous $4.00 10572 Jan Service
Total GOPHER STATE ONE -CALL INC $4.00
Unpaid H G W EBER OIL COMPANY
E 101-43100-202
Gas & Oil
$174.26 36048
Heating Oil
E 101-43100-202
Gas & Oil
$185.01 36157
Heating Oil
E 101-43100-202
Gas & Oil
$332.70 36050
Gas
E 101-43100-202
Gas & Oil
$419.08 36049
Diesel Fuel
Total H G WEBER OIL COMPANY
$1,111.05
Unpaid.:::.,:..:...................:.:......x,
....rk.i>HAKAN$ON ANDERSON-ASSOC INC
G 701-21936 Mississippi Pines PUD 00
$112.50 2210
Miss Pines
G 701-21929 Northern Gas
$35.00 2202
Northern Natural St
E 101-41660-302
Engineering Fees
$158.13 606
Monitoring Wells
E 415-43251-302
Engineering Fees
$8,100.00 508 -roc
Water Tower Const
E 415-43251-302
Engineering Fees
$70.00 508
Water Tower Const
E 413-43100-302
Engineering Fees
$13,412.27 334
Odean Ave Reconst
E 415-43251-302
Engineering Fees
$5,061.28 612 -roc
Trunk SS
E 416-43100-310
Miscellaneous
$3,562.82 336
Bit Overlay
G 701-21915 Crimson
ponds/Backer 99-7
$3,458.43 2198
Crimson Ponds
E 101-41560-302
Engineering Fees
$3,070.00 418
Storm Water Study
E 415-43251-302
Engineering Fees
$3,062.50 509
Water Meter Specs
E 413-43100-302
Engineering Fees
$2,116.13 334 -roc
Odean Ave Reconst
E 101-41560-302
Engineering Fees
$1,781.89 910
PW Committee
E 417-43251-302
Engineering Fees
$1,606.08 613 -roc
78th St SS
G 701-21922 Pheasant
Ridge
$1,489.10 2199
Pheasant Ridge
E 415-43251-302
Engineering Fees
$735.00 507
Pump House Cont
E 101-41560-302
Engineering Fees
$716.25 901
Miscell Eng
G 701-21924 Mining permit #7
$706.63 903
Mining Permit #7
G 701-21912 PLT 99-4, D. Ullmer
$571.46 2196
Prairie Ck PP
E 101-41560-302
Engineering Fees
$245.00 345
MSA Adm
E 419-43251-310
Miscellaneous
$221.38 338
Page Ave
E 415-43251-302
Engineering Fees
$1,765.26 507 -roc
Pump House Design
Total HAKANISON ANDERSON ASSOC INC
$52,057.11
UnPaid JERRY V JOHNSON
CITY OF OTSEGO Thursday, February 03, 2000
Check Detail Register Page 3 of 3
Check Amt Invoice Comment
?,x
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:A'�i,a��t„?.WKv'?:,1�i+',��fn F:...\\\ x..•:w:.�?•riG\\S,a, ?::%.?<„\+,,,�j).?9,4x, U,Y .:. n... .nn\,.M •O,�+T:::71\ \\�i\�,��1�+�Wow„n�9,h.:: ?A�.:F..v.,h\ r\•:+\+.
E413-43100-500 Capital Outlay (GENERAL) $2,340.00 Odom Easement
Total JERRY V JOHNSON $2,340.00
90C W aCCQW C:UO??Nntl0i+0^.9 W 000SM�CY.iU.hC?<ttJ4:C4'•xx•: xrrn::.,,,•e:MrrrA.,,xx•M'rxvv: <:n•««:: N:.v.x•.v<xmvv:mvvnvn•.v:xnxvr: rx::.vrnvvw: rw.v::::::.v.vw:: x.:w::::: xn,xww:mxwxrrnnnw.•: G'ff/fR?: >YfN:IY.9Ch� �:ti<ryf.•:.
UnPaid MEDICA
E 101-43100-123 Health $1,288.12 PW Health
E 101-41400-123 Health $1,830.29 Adm Health
Total MEDICA $3,118.41
Unpaid MINNESOTA COPY SYSTEAASx,:x.,.,,,:,,,�x«<�,::<.«„•:,,:-:?«,<?•:«<->:::<?;;««<•:<.�,�<.,�.�.:,,v,:<tt«<•:�:«->:««;;;;;v..;:;;;.,:;;;;-;:...
E101-41400-413 Office Equipment Rental $194.84 85079 Copy Usage
Total MINNESOTA COPY SYSTEMS $194.84
UnPaid MINNESOTA LIFE
E 101-41400-130 Employer Paid Ins (GENERAL) $29.00 ADM Life
E 101-43100-130 Employer Paid Ins (GENERAL) $33.70 PW Life
Total MINNESOTA LIFE $62.70
.>,:x,.n•:,,,,:nx„w�,:.�«V.:tt.:«,�..r..w:,v,,,,,,:xn:.:.,::..n•:n„xw::n„rn�::,.:,�::.:n.,,.:::.,,n:,x,x,•::::n:vN::::.,:n-.<�;�,�>:�.,-;.::::::,:,:.r :.�
UnPaid ONRAMP, INC
E 101-41400-390 Contracted Services $218.85 971386 Web Site Setup
Total ONRAMP, INC $218.85
:.,•,.n,,.n,,:,:.:n,.•::nx..:,..:•:::::.x,,:•.xx•:.,..,x,;<«<A\«,�<,,;«,.?.:v«<.:«<.:, :«<:<•::,,:•> ««<«<-::<n:.: n«.:.�«�«..v:�ttttn,;::<;,�«„:<;;;:,.;;<;«;«.:;;�,�.�«���tt«tt««w:tt.�.<,r,�«<�..x•<?�v�..<:
UnPaid PRINCIPAL FINANCIAL GROUP
E 101-43100-123 Health
($72.49) PW Credit
E 101-43100-123 Health
$144.98 PW Dental
E 101-41400-123 Health
$171.25 ADM Dental
Total PRINCIPAL FINANCIAL GROUP
$243.74
:cyr.�orPao�a»waw:awowx .A—TI,x.•nwx«me!,x±nenaarxx,.\,+n++..,•:::::.,-:.,-.,n,,,-::::::::.,-::::n..,:•.:,..,•.:x•:.,,x,•.w:::n:.n,,,•n,•.,•:.,w.,.::.>x::::«:•::?<m.
Unpaid RANDY'S SANITATION
E 101-43610-390 Contracted Services $257.50 Feb Recycling
Total RANDY'S SANITATION $257.50
Un aid »a ;< �a,x• < RUNDaUIST. CORRIE M.
:•:.x x.::::n:::n•:n•:n:•::::::::::::::::::n,•::n•:::.:::.:::::n.::::,-:;:.;:-;::::.,::
R 101-38992 CITY HALL RENT ($25.00) Less Adm Fee
G 101-21803 DAMAGE DEPOSIT PAYABLE $200.00 Deposit Refund
Total RUNDOUIST, CORRIE M. $175.00
.a,��?wa.�<r,,,,,«:.,,<.•::::<n:.::<:::..NN::tt��.,�<n.::n.::::::k.,.r<::.x.::n,:n•::n,:.,,:.v:.v:.vnv:::,::::::::::k:::::::rr::n.:::..,.rn,:.;.,..,,,rrN,::•.:-.f:f�.,.r:>f.,.<.».�.»
UnPaid SAFETY TRAIN. INC.
E 101-43100-310 Miscellaneous $1,223.00 2000 Dues
Total SAFETY TRAIN, INC. $1,223.00
UnPaid WRIGHT COUNTY AUDITOR -TREASURE
E 101-41400-310
Miscellaneous
E 101-41400-310
Miscellaneous
E 101-41400-310
Miscellaneous
E 101-41400-310
Miscellaneous
Total WRIGHT COUNTY AUDITOR -TREASURE
10100 BANK OF ELK RIVER
$65.21 118-066-00001 Delinquent Tax
$12.00 SA -2000 Assessment Books
$13.62 118-066-00002 Delinquent Tax
$13.62 118-066-00003 Delinquent Tax
$104.45
$68,668.78