HomeMy WebLinkAboutFinal Estimates & Invoices
.~~
~~
June 10, 1989
Mr. Jerry Wik
District state Aid Engineer
MINNESOTA DEPARTMENT OF TRANSPORTATION
2055 North Lilac Drive
Golden Valley, MN. 55422
RE: REPORT OF FINAL ESTIMATE
S.A.P. NO. 201-080-01
Dear Jerry:
Please find enclosed the signed Report of Final Estimate for S.A.P.
No. 201-080-01.
Thank you for calling the lack of a signature to my attention.
If you have any further questions in regard to the above, please
feel free to call me.
Sincerely,
~~
Bruce Loney, P.E.
Assistant City Engineer
CITY OF PRIOR LAKE
BL: j 1 P
Enclosure
4629 Dakota S1. S.E., Prior Lake, Minnesota 55372 I Ph, (612) 4474230 / Fax (612) 447-4245
T .
Mn/OUT )07)4 (Rev. 12-ij4)
REPORT OF FINAL ESTIMATE
~CITY OF Prior Lake
S.A.P. 201-080-01
NAME OF CONTUc!TOR
SVM. Inc.
CONTRACT AMOUNT $ 156,132.00
TO THE COliMlSStoNER OF TRANSPORTATION:
This is to certify that the above contract was let on April 22, 1986
Date
and completed on Ju1v 6. 1987 and final payment was made to the
Date
Contractor on March 16, 1988 .
Date
The ~City of Prior Lake
hereby requests State-Aid
Funds for construction and engineering costs as detailed below.
(Attach Final Estimate and include a quantity, unit price, and extension split for
each State Aid Project.)
FINAL CONTRACT/AGREEMENT COSTS $ 146,539.10
LESS NON-PARTICIPATING PORTION (LOCAL FUNDS) $ 37,499.70
..
NET CONTRACT/AGREEMENT COSTS (State Aid) $ 109,039.40
PRELIMINARY ENGINEERING $ 9,144.11
, CONSTRUCTION ENGINEERING $ 8,723.15
-
R.IGHT OF WAY (Certified Statement Attached) $
OTHER S
TOTAL AMOUNT ELIGIBLE FOR. STATE AID
s
126.906.66
Less:
STATE-AID FUNDS PREVIOUSLY PAID
$ 104.094.73
AMOUNT CHARGED TO STATE-AID ,ONDS
$
o
$ 104,094.73
$_ 22..811.93
BALANCE DUE FROM STATE-AID FUNDS
REMARKS:
DATED:
~ - ~ - 89
SIGNED~.4dP-
. c#".,,/City Engineer
I
"
NOTE: Submit to District State Aid Engineer
.~. -- .'r.-'~ .... .._.~ .
June 6, 1988
Mr. C.E. WeichselbalBn, P.E.
District State Aid Engineer, District 5
Minnesota Department of Trans{X>rtation
2055 North Lilac ~ive
Golden Valley, Mn. 55422
RE: S.A.P. 201-080-01
BRIOOE NO. 70513 AND APPR01lCHES
LOROO ~..L.~'.L' OVER PRIOR LAKE
CITY J03 00. 86-14
Dear Mr. Weichse1balBn:
We are pleased to transnit the fo110tling in connection with the above referenced
project:
1. Re{X>rt of Final Estimate.
2. Final Payment Voucher.
3. Final Certification Letter fran Project Engineer.
4. Documentation of Construction Engineering Costs.
We offer the following sutJ1^.'rting documentation in connection with the Report of
Final Estimate.
$109,039.40
$37,499.70
SUM
$133,539.10
13,000.09
$146 ,539.19
PARTICIPATING
Bid Items $ 99,366.10
(74.41%)
Pro--rated Mobilization 9,673.30
N::N-PARTICIPATING
$34,173.99
(25.59%)
3,326.70
Preliminary Engineering cost for participating items were prelTiously determined
to be $9,144.11.
4629 Dakota S1. S.E., Prior Lake, Minnesota 55372 Ph. (612) 447-4230 I Fax (612) 447-4245
Construction Engineering Costs as tabulated below are to be reimbursed only for
I8rticipating items.
INVOI<l: OPlTE OIOCK OPlTE AMXJNl' Ru"~
HJl69 6/15/86 999536 6/15/86 225.99 Construction Engineering
10327 7/15/86 000540 7/15/86 3,492.59 Construction Engineering
19595 8/15/86 999556 8/15/86 3,719.08 Construction Engineering
19694 9/39/86 999580 9/39/86 7,216.20 Construction Engineering
11252 14/15/86 999692 14/15/86 7,777.16 Construction Engineering
$22,339.94
Construction Costs for participating:
$199,939.49 x 0.08=$8,723.15
If you have any questions or requi re any additional oocumentation, please feel
free to call me.
~~/
Lafry J. Anderson, P.E.
City Engineer
LJA; j 1p
Enclosure
"r
Mn/D0T )0734 (Rev. 12-~4)
REPORT OF FINAL ESTIMATE
JwVv\W...,rCITY OF Prior Lake
S .A. P. 201-080-01
CONTRACT AMOUNT $ 156,132.00
NAME OF CONTRA~TOR
SWM. Inc.
TO THE COtiMISStoNER OF TRANSPORTATION:
This is to certify that the above contract was let on April 22, 1986
Date
and completed on Julv 6. 1987 and final payment was made to the
Date
Contractor on Karch 16. 1988 .
Date
The ~City of Prior Lake
hereby requests State-Aid
Funds for construction and engineering costs as detailed below.
(Attach Final Estimate and include a quantity, unit price, and extension split for
each State Aid Project.)
.
FINAL CONTRACT/AGREEMENT COSTS $ 146,539.10
LESS NON-PARTICIPATING PORTION (LOCAL FUNDS) $ 37,499.70
NET CONTRACT/AGREEMENT COSTS (State Aid) $ 109,039.40
PRELIMINARY ENGINEERING $ 9,144.11
CONSTRUCTION ENGINEERING $ 8,723.15
RIGHT OF WAY (Certified Statement Attached) $
OTHER. $
,
,
TOTAL AMOUNT ELIGIBLE FOR STATE AID
$
126.906.66
Les. :
STATE-AID FUNDS PR.EVIOUSLY PAID
$ 104.094.73
AMOUNT CHARGED TO STATE-AID ~ONDS
$
o
$ 104.094.73
BALANCE DUE FROM STATE-AID FUNDS
$_ ,22..811.93
REMARKS:
DATED:
{; - G - 89
SIGNED~L~
~u.~~o,./City Engineer
,
"
NOTE: Submit to District State Aid Engineer
. - T.
. ,"
~l \ : '..."
, .
\'.~ ~ CONSTRUCTION PA YMENT VOUCHER
\
Estimate VOl!che,r NCF< 5th & Fi na 1
Date:
5/22/87
For Period Ending: 5/16/87
\ ,
Project Numb.en... .~bl-080-01
Class of Work:
GradinQ Qravel base, plant mix bituminous surface and Bridge 70513
Loca tion:
For:
-1..Qcc1Ic; Street
r.itv of Prior ~e
To:
A. Original Contract Amount
B. Total Additions
C. Total neductions
D. Total Funds Encumbered
E. Total Value of Work Certified to Date
F. Less Retained Percentage
G. Less Total Previous Payments
H. Approved for Payment, This Report
I. Total Payments Including This Voucher
J. Balance Carried Forward
APPROV ALS
S\~M I nc.
Box 593
Walnut Grove, MN 56180
156.132.00
0.00
0.00
146.539.10
0.00
132.992.49
13.546.61
156.132.00
146.539.10
9.592.90
3akk2 ~000 Ballou & McFarlin, Inc.
Pursuant to our field observation, as performed in accordance with our contract, we hereby certify
that, to the best of our knowledge, information and belief, the materials are satisfactory and the work
properly performed in accordance with the plans and specifications and that the total work is 100 %
completed as of -5/16/87 . We hereby recommend payment of this voucher.
~ 7I!~ Signed: ?~/ L. D~~
(/ Construction Observer
This is to certify that to the best of my knowledge, information, and belief, the quantites and values of
work certified her in is a fair approximate estimate for the period covered by this voucher.
Contractor: SWt~ Inc. Signed By: ~J ~~
~~
Signed:
Date:
3 -1-6, f?3
Title:
--------------------------------------------
City of Prior Lake Approved for ~ -
./~
Payment
utho lzed Representative -
Voucher ~~
Checked By:
eridBt
Date: ~ -/q-- 87 Date:
T ..
LORDS STREET BRIDGE
PRIOR LAKE, MN
.
.................................--...-.......--------.----------------------------------.-----.----------------------
LINE NO! CONTRACT ! . AMOUNT ! ITIM I UNIT ! PREVIOUS ! TO DATE ! UNIT ' TO DATE
! QUANTITY! BID ! !! TO DATE ! QUANTITV! BID ! AMOUNT
! !! !! QUANTITY! ' PRICE
____________________________________.___..___.____a_________________.._.....___c____..____Rce_______._______-.-.------
....
1! 1.00!
2! 16.00!
3! 16.00!
4! 1130.00!
:I! 139.00!
6 ! 1 092. 00 !
7! 1044.00!
8 ! 177. 00 !
9 ! 12:5. 00 !
10 ! 8. 00 !
11 ! 173.00!
12! :5.00!
13! 86.00!
1 It! :52.00!
1:5 ! 1. 00 '
16! 2.60!
17 ! 399. 00 !
18! 1200.00!
19! 794.00!
20 · 1 . 00 !
21! 2.00!
22! 31.00!
23 ! 791. 00 !
24! 6.98!
25! 2697.00!
26! 620.00!
27! 620.00!
2e! 500.00!
29! :500.00!
3D! 2.00!
31! 2.00!
32! 69.00!
33! 229.00!
34! :583.00!
.-r---- "3:51--- - -l.oof.
36! 3.00!
37! 3.00!
.-38r--'..12.00!
'/ 39! 1 :50. 00 !
40! 144.00!
r----41!"-- O.OO!
! ~
13000.00! MOBILIZATION ! L.S.
160.00! CLEARING ! TREE
160.00! GRUBBING ' TREE
2260.00! REMOVE BUTIMINOUS PAVEMENT' SQ. YD.!
417.00! COMMON EXCAVATION ! CU. YO.!
3276.00! SUBGRADE EXCAVATION ! cu. vo.!
5220.00! GRANULAR BORROW (C.V.) , CU. YD.
1416.00! TOPSOIL BORROW (C.V.l ! CU. YD.'
e7~.00! AGGREGATE BASE PLACED CL5 'CU. YD.
1360.00! BITUMINOUS MATERIAL FOR MIX! TON
3460.00! BASE COURSE MIX ! TON
850.00! BIT. MATERIAL FOR MIX ! TON
2064.00! WEARING COURSE MIX ! TON
~2.00! BIT. MATERIAL FOR TACK COAT! GALLON'
1000.00' REMOVE OLD BRIDGE ' L.S.
2GO.00! RECONSTRUCT MflNHOLCS ' LIN. FT!
9S76.00! RANDON RIPRAP ! CU. YD.!
3GOO.00! GEOTEXTILE FILTER ' SQ. YD.!
3176.00! SODDING ! SQ. YD.
3:500.00! TRFFIC CONTROL ' LoS.
340.00! BIT. MATERIAL FOR MIX. ! TON
744.00! WEARING COURSE MIX ' TON
IS82.00! STRUCTURAL STEEL ! LB
6376.00! TREATED TIMBER ! MBM
~394. OO! HARDWARE ' La
3720.00! TREATED TIM~ER PILING OELIV! FT
620.00! TREATED TIMBER PILINO DRIVE' FT
6000.00! CIP CONCRETE PILING DELIVER! FT
1000.00! CIP CONCRETE PILING DRIVEN! FT
6000.00! TREATED TIMBER TEST PILES ! EACH
6000.00! CIP CONCRETE TEST PILES ! EACH
2760.00! GROUTED RIPRAP ! CU. yo.
:5725.00! RANDOM RIPRAP CL II ! cu. YD.'
1749.00! GEOTEX~ILE FILTER ! SQ. YD.
7000.00! STRUCTURE EXCAVATION ! L.S.
6000.00! PREFAB. TIMBER PANELS A24 ! EACH
7~OO.OO! PREFAB. TIMBER PANELS 924 ! EACH
24000;00! PREFAB. TIMBER PANELS C24 'EACH
4~OO.00! PORTABLE CONCRETE BARRIER ! LIN FT
1440.00! GLUED LAMINATED RAIL ! LIN FT
O.OO! 1 1/2" CRUSHED ROCK . - ! CU. YD.!
!
1.00!
16.00!
16.00!
597.00!
43.00!
~90.00!
1001 . 00 !
22.00!
120.00!
5.00'
119.00 !
O.OO!
O.OO!
O.OO!
1.00 !
5.35!
304.00!
1200.00!
202.00!
0.75'
O.OO!
0.00'
791.00!
6.98!
2697.00!
570.00'
449.10!
425.00'
338.S0!
2.00!
2.00!
~6.00!
207.00'
5 1 1. 00 !
1.00!
3.00!
3.00!
12.00!
1:50.00!
144.00'
39. :50 !
0.00!
1.00 !
16.00!
16.00!
:597.00!
43.00!
~'30.0(l!
1132.00!
22.00'
120.00'
6.&0'
119.00!
:s.00!
79.00!
:52.00'
1.00'
5.35~
384.00!
1200. O(.!
202.00!
0.75!
c.OO!
3 1. 00'
791 . 00 '
6.'38!
2G97.00~
570.00'
449.10'
425.00'
338.50!
2.00!
2.00!
::>6.00'
207.00!
5 1 1. 00 '
1.00!
3.00!
3.00!
12.00!
150.00!
144.00!
39.~0!
0.00!
13000.00!
10.00!
10.00'
2.00!
3.00!
3.00!
5.00'
8.00'
7.00!
170.00 !
20.00'
170. OO!
24.00'
1.00!
1000.00'
100.00!
24.00!
3.00'
4.00'
3500.00'
170.00 !
24.00!
2.00!
1200.00!
2.00!
G.OO!
1.00!
12.00'
2.00!
3000.00'
3000.00!
40.00!
2S.00!
3.00!
7000.00!"
2000.00!
2:500.00!
2000.00!
30.00!
10.00'
48.00! -
13000.00'
160.00'
160.00'
1194.00!
129.00!
1770.00'
:5660.00~
17f.. OO!
840.00'
1122.00!
2380.00 I
850.00 !
1896.00 !
52.00'
1000.00 '
~3~. 00 !
9216.00'
3600. 00 '
80B.00!
2625..00 !
340.00'
744.00 I
1582.00!
8376. ('0 !
::;394.00 .
3420. 00'
449. 10'
~100. 00'
677. OO!
6000. 00'
6000.00!
2240.00!
5175.00'
1533.00 '
7000.00 !
6000. 00 I
7500.00!
24000.00 !
4:500. 00 ·
1440.00'
1896.00 !
O.OO!
...--.----..-----------------.--------.-----------.---.-------.-------------.-.-.------...--------.--.---------------.
TOTAL
-
14&:539.10
------------------------------------------------------..----.-.-.-------.-.-.--.-.--.-.--.-.--.----.---.
:5-22-87
100" COMPL
100" CDMPL
LOO" COMPL
100" COMPL
100" COMPL
100" CDMPL
100" COMPL
100" COMPL
100" COMPL
100" COMPL
100" COMPL
100" CQMPL
100" COMPL
100" CQMPL
1 (I0~ COMPL
1 (.0:( CQMPL
100" COMPL
100" COMPL
1 00" COMPL
100" COMPL
1 ('0:( CQMPL
100:( COMPL
100" COMPL
1 (,(." COMPL
100" COMPL
100" COMPL
100" COMPL
1(.0" COMPL
100" COMPL
100" CQMPL
100" COMPL
100" COMPL.
100" COMPL
100" COMPL
100" COMPV
100" COMPL
100" COMPL
100" COMPL-
100" COMPL
100" COMPL
100" COMPl-
100" COMPL
l
(
(
,
100" COMPL
\
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LORDS STREET BRIDGE
PRIOR LAKE, MN
.
................................--------.----.--------------------..-------------------------------------------.------
LINE NO CONTRACT ! . AMOUNT
QUANTITY ! BID
ITEM
I UNIT
!
! PREVIOUS
, TO DATE
! QUANTI TY
TO DATE UNIT
QUANT ITY 8 I 0
PRICE
! TO DATE
! AMOUNT
.
----------------.------------.----.----------------------------------------.------------..----------------------------
I! LOa'
2! 16.00!
3! 16.00!
4! Sl30.00!
S! 139.00!
6! 1092.00!
7! 1044.00!
8! 177. 00 !
9! 12:5.00!
10! 8.00!
11! 173.00!
12! :5.00!
13! 86.00!
14! :52.00!
1:5! 1.00!
16! 2.60!
17! 399.00!
18! 1200.oo!
19! 794.oo!
20! 1.00!
C:l! 2.00!
22! 31.00!
23! 791.00!
24! 6.98!
2:51 2697.00!
26! 620.00!
27! 620.00!
28! :500. 00 !
29! :500. 00 !
30! 2.00!
31 ! 2. OO!
32! 69.00!
33! 229.00!
! 34! :583.00!
.. - T-'-- '3:S~--- - -1.oof...
36! 3. 00 !
37! 3.00!
-'-'. - 38 r-- -.- 12.00!
39! 1:50.00!
40! 144.00!
41!"'--'. 0.00!
! !
...,
~
~
~
~
~
F~
I
.,
~
'/
!
r--
13000.001 MOBILIZATION
160.00! CLEARING
160.00! GRUBBING
2260.oo! REMOVE BUTIMINOUS PAVEMENT
417.oo! COMMON EXCAVATION
3276.00! SUBGRADE EXCAVATION
:5220.00! GRANULAR BORROW (C.V.)
1416.oo! TOPSOIL BORROW (C.V.)
87:5.00! AGGREGATE BASE PLACED CL:5
1360.oo! BITUMINOUS MATERIAL FOR MIX!
3460.00! BASE COURSE MIX
8:50.00! BIT. MATERIAL FOR MIX
2064.00! WEARING COURSE MIX
:52.00! BIT. MATERIAL FOR TACK COAT!
1000.00! REMOVE OLD BRIDGE
260.00! RECONSTRUCT MANHOLES
9:576.00! RANDON R1PRAP
3600.00! GEOTEXTILE FILTER
3176.00! SODDING
3:500.00! TRFFIC CONTROL
340.oo! SIT. MATERIAL FOR MIX.
744.00! WEARING COURSE MIX
1~82.00! STRUCTURAL STEEL
8376.00! TREATED TIMBER
:5394.00! HARDWARE
3720.00! TREATED TIM~ER PILING DELIV!
620.00! TREATED TIMBER PILING DRIVE!
6000.00! CIP CONCRETE PILING DELIVER!
1000.00! CIP CONCRETE PILING DRIVEN
6000.oo! TREATED TIMBER TEST PILES
6000.oo! CIP CONCRETE TEST PILES
2760.00! GROUTED RJPRAP
:572:5.00! RANDOM RIPRAP CL II
1749.oo! GEOTEXT~LE FILTER
7000.oo! STRUCTURE EXCAVATION
6000.00! PREFAB. TIMBER PANELS A24
7:500.00! PREFAB. TIMBER PANEL9 824
24000;00'- PREFAB. TIMBER PANELS C24
4:500. CO! PORTABLE CONCRETE BARRIER
1440.00! GLUED LAMINATED RAIL
O.OO! 1 1/2" CRUSHED ROCK
!
! '-.5-
TREE
TREE
sa. YD.!
CU. YD.!
CU. YD.!
CU. YD.!
CU. YO.!
CU. YD.!
TON
TON
TON
TON
GALLON
L. S.
LIN. FT!
CU. YD.!
SQ. YD.!
SQ. YD.!
L. S.
TON
· TON
LB
M8M
LB
FT
FT
FT
FT
EACH
EACH
CU. YD.!
CU. YD.'
SQ. YD.!
L. S. !
EACH
EACH
EACH
LIN FT
LIN FT
CU. YD.!
',00'
16.00!
16.00!
~97.00!
43.00!
~90.oo!
1001.00!
22.00!
120.00!
~.OO!
119.00!
O.OO!
O.OO!
O.OO!
1.00!
5.35!
384.00!
1200.00!
202.00!
0.75!
O.OO!
O.OO!
791.00!
6.98!
2697.00!
570.00!
449.10!
42:5.00!
338.:50!
2.oo!
2.00!
56.00!
207.00'
:511. 00 !
1.00!
3.oo!
3.00!
12.00!
1~0.00!
144.00!
39.:50!
0.00!
1.00'
16.00!
16.00!
~97.00!
43.001
590.00!
1132.00!
22.00'
120.0(1'
6.60'
119.00!
5.001
79.00!
:52.00'
l.00!
5.3~~
384.00!
1200.0CI!
202.00l
0.75!
2.00!
31.00 !
791.00!
6.98!
2697.00!
570.001
449.10!
425. Of)!
338. 50!
2.00!
2.00!
56.00!
207.00!
511.00!
1.00!
3.00!
3.00!
12.00!
1:50.00!
144.00!
39. 50!
O.OO!
tJQ90_00'
10.00!
10.00!
2.00!
3.00!
3.00!
5.00!
8.00!
7.00!
170.00!
20.00!
170.00!
Z4.00!
1.00!
1000.00!
100.00!
24.00!
3.00!
4.00'
3500.oo!
170.00!
24.00!
2.00!
1200.00!
2.00!
6.00!
1.oo!
12.00!
2.00!
3000.oo!
3000.00!
40.00!
25.00!
3.oo!
7000.00!-
2oo0.oo!
25oo.oo!
2ooo.oo!
30.oo!
10. 00 !
48.oo! -
t,;JOOO.OO'
160.00!
160.00'
1194.00!
129.00!
1770.00!
:5660.00!
176.00 !
84('.00 !
1122.00!
2380.00 !
850. 00 !
1896.00!
:52.00!
1000.00!
~3~.OO!
9216.00!
3600.00'
808. 00'
2625..00 !
340.00!
744.00 '
1 :582. 00 !
8376.00!
:5394.00'
3420.00'
449.10!
5100.00'
677.00!
60OD.00!
6000.00'
2240.oo!
:5175.00'
1533.00'
7000.00!
6000.00!
7500.00!
240oo.00!
4:500.00'
1440.00!
1896.00!
O.OO!
__R____________________________________________________.________.____________.....__________________________.________.
146:539.10
TOTAL
-
--.--------------------------------------.---------------------------------------------------.-----------
:5-22-87
t 001& tQ!!!!I..
1001& CQMpt.
1001& COl1PL
1001& CQI'lPL
1001& COMPI.
1001& COMPI.
100" COMPL
100" COMPI.
1001& CQMPL
100" COMPL
1001& COMPl.-
1001& COMPL
l001t COMPL
l001t COMPL
100" COMPl.
1(.0" COMPL
100" CQMPL
100" COMPL
1 00" COMPl.
100" COMPL
1 00': CUMPL
1 ('0" COMPL
100" COMPL
1 (.C." COMPL
100" COMPL
1 00" COMPL
100" COMPL
1('0" COMPL ·
1 00" COMPl..
100" COMPL
100" COMPl..
1 00" COMPL-
100" COMPL
100" COMPL
1 00" COfIIPL - -
100" COMPL
100" COMPl.
100" COMPl.. - -
100" CQMPL
1001' CQMPL
100" COMPl.
100" COMPL
100" COMPL
"
......
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II
BAKKE
KOPP
BAlLOU &
McFARUN,INC.
PROFESSIONAL ENGINEERS
July 6, 1987
219 North r, _" J Street
MO. ",.. '.J, MN 55401
(6121333-7101
Larry Anderson
Prior Lake City Engineer
4629 Dakota Street S.E., Box 369
Prior Lake, Minnesota 55372
Re: S.AP. 201-080-01
Lords Street Bridge & Approaches
BKBM Job No. 86-0665-D
~1Eg:~nE~
.J \.1 ..!.I
JULIO 1987
CITY OF
lJUOR lAKE
Dear Mr. Anderson:
As of May 15, 1987, the referenced projeced was substantially completed. Pursuant to
our field observation, we hereby certify that, to the best of our knowledge,
information and belief, tbe materials are satisfactory and tbe work rroperly performed
in accordance with the plans and specifications for construction 0 Bridge No. 70513
and its approaches, which constitutes SAP. 201-080-01.
If you have any questions, please feel free to contact me.
Sincerely,
BAKKE KOPP BALLOU & McFARLIN, INC.
Joel Maier
Construction Observer
1t'~ 1... D,b,
Ronald Dokken, P.E.
Project Engineer
JM/RD:ms
MENGINEERING EXCELLENCE FOR TODAY'S ECONOMY-
BAKKE KOPP BALLOU & McFARLIN, INC.
PROFESSIONAL ENGINEERS
219 North 2nd Street, Minneapolis, MN 55401 . 612/333.7101
1 (; Co d
I
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FOR PROFESSIONAL SERVICES RENDERED
JOS l\;G.
g6-(,665D
.i._ t"l';v~- r :'IT
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PLEAS[ I"DV:SE !t,~:.\;::,'~itL 't i~ iHfR: A7E
AN,' u::'.~;l!:.c:.r,(:f:' f'~; Tl-\.:'. l~VC:ICE THIS
INV~:I'-f :~~ ':~;),~:,,:~-.~'(~" '..t ;;\.:~J "..- NOT ~~E~hrl
Ft." :..:.-": ~;'\, ~:\',~. !',-: ~~T 'N\jC!CE !i~1E
ORIGINAL INVOICE
-T .
~
p-pu
INVOICE NO. DATE
1'\',( '-)/?7/"",
o = Civil H = Mech, J = Elect.
K = Struct. L = LeSueur
1 :. ': . \.:':
4c:..('(J
2 '2 ~ . ;:i(
I;: ~ t ~ W ~
JUN 4 1986
CIlYOF
PRI~ lAKE,
s3 C:>
~"/S-~~
3""
-- -
,.....
.;:;,
ef6 - II
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~p~
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I I
BAKKE KOPP BALLOU & McFARLIN, INC.
PROFESSIONAL ENGINEERS
219 North 2nd Street, Minneapolis, MN 55401 . 612/333-1101
,I C 22
THlIll
INVOICE NO.
DATE
~hlUW LA~L CITY Q~
PU~)T (jF'" Ie.:... c:.L:X .j......
p,.< I LJI~ LA K , v N
L. ;27
~ /;> '. / ., f
S'-)J:/.
L
0= Civil H = Mech. J = Elect.
K = Struct. L = LeSueur
FOR PROFESSIONAL SERVICES RENDERED
~ ': I OR j) <.,. T H Q Tor.!=' -C '\bLS...T k
Jr.P NO.
8h-Q~nSD
35 212
Cc.t:>r. H::.Ai::
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t:: t,,; GIN f F f~
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q ~) . ':J ~, i.1I,; ~ ~ A1 3 ":> . (J c .j ()
1 G.':> HCl.;::'<<) AT 3 S . 1"', L' r, I J ,)
24 .0 HOU<=< S AT 11;. JI.JCCtJ
l4,~.<:','
1 . 7 1 '" . 0 l)
C-.77.<-,r:
7;} ~ . ,.. \..
CU~kENT ~C~TH FEES
.'.4('/.C.,1"'
r~ r:\ n
! ' , , ---- '\
i ;--:.'. .~S-~(jG' -
7-/ !:>-- ~6
/~ ;-4-
dr;,~<c
d~f--
~?~
So, ' II t () ~- r-, 5'"4 ;L
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g { -/-;
TGTAL I~VCICE A~UUNr
P;,~...\C;t ,'\~1. .'~. ::.'.'.~r~"..~:~_" ',-- :r;~r::E ~rl~
A ~~ ... C . :<' ~..' L' i' .: .. ...:;-:: ~~ ~.~ r::. > ! __ '.-:.\ ~ :. :. T ~ ,: ~
INVC;:"E 13 '.,"f:'J:j.. F;~\~ v.:..'..;;; ;~ r,: . !':~J'~:.
FROM VhiHI:i 1J i;AlS GF 1rlc 1~.'jC.C.~ rjA~L
J . 4 0 c. . "> :~
feTAL ~ALA~C.E NC~ OUt
1.~;:"I.SC
ORIGINAL INVOICE
- ..r ' ..__d__._^..___.__._
.1022
PRIOR LAKE CITY OF
PO BOX 359
PRIOR LAKE MN
. aJ' .....- ...-.. ..."...."'''' \a 1.I~r ,",n~II", ...."'.
pf\OFESSIONAL ENGINEERS
21~ North 2ndj!lt. f''!f;'lEl 'r~.~ 612/333-7101
-:;:.,
.AUG I) .' "
~ u ._~u
.
THRU
. -
..11I1
IRf OF
fBlOR lAKe
55372
INVOICE NO. OATE
10505 7/22/86
0= Civil H = Mech. J = Elect.
K = Struct. L = LeSueur
FOR PROFESSIONAL SERVICES RENDERED
RE LORD ST BRIDGE-CONSTR
JOB NO. 86-06650
35 212
ENGINEE~
TECHNICIAN
CURRENT MONTH FEES
OUT OF POCKET EXPENSES -----
6/18-7/1 139M @ .32/M - mileage
7/2-7115 344M @ .32/M - mileage
7/16-7/~2 331M @ .32/M - mileage
7/23-8/5 561iM @ .32/M - mileage
96.0 HOURS AT 35.00000
8.0 HOURS AT 30.00000
3,360.00~
240.00Pet
3,600.00
'!'-
~
~
~
#a
~~- If.
TOTAL OUT OF POCKET EXPENSES
TCTAL INVOICE AMOUNT
TOTAL BALANCE NOW DUE
440.16
PLEASE ADVISE IMMEl'I;' 1 h. 't' I~ fHERE ARE
MH' DISCREN~:CiES cr~ THIS IN~OICE THIS ~/-1/1~5"S"'-6 () r
INVOICE IS cnNSIOfREO VAll:> IF NOT HEARD
FROM WITHIN 1(1 DAYS OF THE INVOICE DATf
4,040.16
~,g1e.1G
37/0.0$
ORIGINAL INVOICE
- - - - - -- - - - - - - - - - --- - - - - - - - - - - - - - - --
T .
STATEMENT
BAKKE KOPP BALLOU & McFARLIN, INC.
PROFESSIONAL ENGINEERS
219 North 2nd Street, Minneapolis, MN 55401 . 612/333-7101
eLl E" r Ir I I, ~ 2
~~ICR LAK~ CllY GF
~CST CF~l(~ c~x 3~;
P..,I(.I; LAK::' ~I';
- CIvIL
DATE
7/t!.~/tl6
~'c,72
H - ~'c CHf"'. - CAL
INVOICE
NUMBER
J - ~lECT~lCAL ~ - ST~L:TUR~l L-
AMOUNT DUE
CURRENT OVER 30 DAYS OVER 60 DAYS
10~G:;
j.71\).(~
56/ - q ~(j5~-- S (j ;L.
.- 00- -r.l 71 ~, r; ~'"""':' -,'
.~ [:: \; :c. :\ ~i ~ ]
..j ;,\
//-N~.'
.:rJf' ,-<- r-/'- - ?~
AUG 6 1~186
CITY Of
P:.!QR LAK:
AGED TOTALS ....
3.7lC.~~
. ''! '......
.'JL.
DATE
7/?~; / ':"
LCSU:,Uk
J C ;" "i U ~' :: -: ';..' /
li f :c. c t:< II=' T i :: "
r.t. ..., ;~.... ~:; 6 S r
L 0:-< C ::> T ~ \ ~ TOG E - C c"
TOTAL AMOUNT
DUE
t
3,71'-'.1..,:'
- 1 ",,<:,
6AKKE KOPP BALLOU & McFARLIN, INC.
PROFESSIONAL ENGINEERS
219 North 2nd Street, Minneapolis, MN 55401 . 612/333.7101
THf:U
INVOICE NO.
:->;.. 1~,.( L to r<. I:. C I T \ lJ F
~CST LFF H.L b!;.. .;59
,;;.... l"';P LA",;:: ,,'r-.;
5'.:'37.c:
DATa
1 ':'~") 4
~/26/PC
FOR PROFESSIONAL SERVICES RENDERED
0= Civil H = Mech. J = Elect.
K = Struct. L = LeSueur
-, L L.. t J;'\ i.) ~ I L' ~ 1 k... _ (. \~ ,'.. ~;:::
':E- '/-:.
~.c':~C:"
CL":TINU~D
r-...... r- ']
,- 1 '. \ I ..._, .,
. .L.- ').... I. I
._= .~.' ~~-ffo - __J)
9- 3d-J'?
7~/~ ,;Jd
iCTAL (JuT OF FC" '<t:T f: XPENSF::;
471.2f
. L TAL I l'. \I u I L ~ A" :, L:~~ T
CTI.L :1I.LA"~<"~ ".<., "/ ')l;c:
"~:~5F:,.)";:S,- '~;H.'~.-,,~T~L\' I~ 7"EQE AClE
!. .~.,. r';<'("~,:' .;. ':-5 ,:.;, THlS :~-;', .}I':F THIS
!I ~,:",,:-,: ') I"C~. '-~' l,,:~~.~r- '.;.: lO iF ~jCtT ~E.ARD
;~~'~'."'~/':'I~':;: \-,: .,; :', l-HE INVO:CE DATE
t"'. 'J . ,'J~ 1 .' II" . ~ "I )...
ORIGINAL INVOICE
. 'r-
'lCi 2.12
J~'lJ
7.216.2"
..r
7.211':>.2':'
.J
BAKKE KOPP BALLOU & McFARLIN, INC.
PROFESSIONAL ENGINEERS
219 North 2nd Street, Minneapolis, MN 55401 . 612/333.7101
~hlUQ L~K~ LITY Dr
P,-,ST ut"f-ICc oGX 3~(.,j
pj.< lCh L~K~ JI.~l\
rR? E ~ ~ ~ 1# lr[
.:::/
SEP 3 1986 .
TH!;U
r 1') 22
INVOICE NO.
..OATE
!)f:94
f./2b/hf
5::'~~72
L
CITY OF
'AIOR lAKI
0= Civil H = Mech. J = Elect.
K = Struct. L = LeSueur
FOR PROFESSIONAL SERVICES RENDERED
~U~~ ~T =~It-~= e~=T~
.! ~ a....-.a.~ ~ ~
~.:._:n"'~c:;.1"\
31i 212
Di.. Pl. nt AU 1 . '-' ~OlJqS AT t, ..~, . C":' (' IJ ~
c"'~li\oc.Y~ i 31 .C hGUP S AT j:).I~\.,':C'O
T~Ch.~ l:::IAI\ 7 \., . ') r<CURS AT OJ ,.., ~ ,..,.. - r'\
...) v . ') \.,. . \..;' ""
- ~ ~
r:'.. '-
4 . ~ c. ~ . C l~
.:',lfJ,;,r<:
CUR~E"'T ~~NTrl Fi~~
.:) , 74 0::, . C' c.
OUT C~ PULKtT EXr~~~ES ------
7/~3/S~ 331 ~lLtS ~ .2~/M-J~
b/l.:S/:"L :::/I~-7/c 13~'" Ii .32/",
!>/l'..l/bL 7/2-7/1~ ~tl 1/2...., ;ll .3::>1.'
d/~0/~c JM-441 ~lLt~ ~ .32/~
1'~C::'. )2.
44.43
17'1.6:;;
141012
.PJ I - it 8'05 5- "'~() ~
INVGIC~ CO~T[~J~~
PlEi\SE .\i)'J;:-~ :1,'~EP!ATEL v If: THERE ARE
!~~;'. r.,~~ '";. - ...:'. ;.:~ CH! TH:S I~"'~;i,;~ THIS
'y, - :. :,:-:'~>..; \.'/..: .': :f ~;OT HE,\RD
:', .'1.' t;', .. .'y~Y- . t': ;~_~'.'l~~~r.~ ~):"TE
ORIGINAL INVOICE
-T-
BAKKE KOPP BALLOU & McFARLIN, INC.
PROFESSIONAL ENGINEERS
219 North 2nd Street, Minneapolis, MN 55401 . 612/333-7101
1022
,I
~ f ~\ ~". 'i~\
\: \\ ,\
\'" '~ .. ,..
:\) ~ ' -
53~~\J S \ '.Y)D
PRIOR LAKE CITY OF
POST OFFICE BOX 359
PRIOR LAKE MN
L
RE LORD 5T BRIDGE-CON5TR
~~
F~ "i,isIONAL SERVICES RENDERED
Y\<l
JOB NO. 86-06650
--.
BALANCE FORWARD
1.0 HOURS AT 60.00000
86.0 HOURS AT 35.00000
41.0 HOURS AT 30.00000
60.00
3.010.00
1.230.00
DEPT. HEAD
ENGINEER
TECHNICIAN
CURRENT MONTH FEES
OUT OF POCKET EXPENSES -----
9/15/86 60 MILES @ .32/M-JR
9/15/86 928 MILES @ .32/M-JM
9/29/86 62 MILES @ .32/M-JM
19.20
296.96
19.84
TOTAL OUT OF POCKET EXPENSES
TOTAL INVOICE AMOUNT
TOTAL BALANCE NOW DUE
~~, ;- ",;:: :.-
to.. - ... .
....., ..
ORIGINAL INVOICE
-....'r.. .... -.... -.__.
INVOICE NO.
10907
REVISED
THRU
DATE
9/30/86
D = Civil H = Mech. J = Elect.
K = Struct. L = LeSueur
4.300.00
336.00
35 212
Fi216. ~ f#-"
4.636.00
~gJ:;? ?O-..
l/ . t, 3{' .L'JO
BAKKE KOPP BALLOU & McFARLIN, INC.
P.ROFESSIONAL ENGINEERS
219 North 2nd Street, Minneapolis, MN 55401 . 612/333-7101
r 1022
PRIOR LAKE CITY OF
'POST OFFICE BOX 359
PR lOR LAKE MN
L
~ ~ .-
! Di :
: I\-'
NOV
55372
I; \\:'; i L~' '-.:: \
. \", " v U; lUJ
- . -""'-
~ !j'.)O
~!Tv O~
~111';" L'''E
r.~1.'I\ t.,
FOR PROFESSIONAL SERVICES RENDERED
InA '-1.0:
A~-o~~c;.n
BAL ANCE FORWARD
R~ LOR~ CT 9RIDGE-CONSTD
DEPT. HEAD
ENGINEER
CURRENT MONTH FEES
..0 HOURS AT 65.00000
3..5 HOURS AT 40.00000
260.00
1.380.00
OUT OF POCKET EXPENSES ------
10/24/86 JM-MILEAGE 74 1/2M~.32/M
23.84
TOTAL INVOICE AMOUNT
TOTAL OUT OF POCKET EXPENSES
; ~ '" :: :-- : J~ ~~. :
TOTAL BALANCE NOW DUE
1.-, ~~ :. r- .' '''', r\"':'
; ". :'
"
.' r !: _ ~.
"1: .
ORIGINAL INVOICE
.T.
THRU
INVOICE NO. DATE
11075 10/28/86
0= Civil H = Mech. J = Elect.
K = Struct. L = LeSueur
"'... '1?
4.636.00
1.640.00
2 3 . 84
1.663.84
6.299.84
BAKKE KOPP BALLOU & McFARLIN, INC.
ROFESSIONAL ENGINEERS
219 North 2nd Street, Minneapolis, MN 55401 . 612/333.7101
11022
PRIOR LAKE CITY OF
POST OFFICE BOX 359
PR lOA LAKE MN
THRU
L
m~72
\y'"
,
. I; '\11 \f.~
~l \, ~ \S
'::) .. ~
:J
INVOICE NO. OATE
11252 ll/25/86
,..I
_ (' ~ \9bb
\\ t. I.J
- FOR PROFESSIONAL SERVICES RENDERED
D = Civil H = Mech. J = Elect.
K = Struct. L = LeSueur
RE LORD ST BRIOGE-CONSTR
~~~~~O .
86-06650
35 212
BAL ANCE FOR WARD
6.299.84
ENGINEER
TECHNICIAN
23.5 HOURS AT .0.00000
13.5 HOURS AT 30.00000
940.00
405.00
CURRENT MONTH FEES
1.345.00
OUT OF POCKET EXPENSES ------
11/06/86 TWIN CITY TESTING
11/06/86 JM-151 MILES. .32/M
50/- t/YOS.>-S()~8..00
48.32
(,()~
/.::> -/ ';)--Fc.
TOTAL OUT OF POCKET EXPENSES
I 32 . 32
TOTAL INVOICE AMOUNT
TOTAL BALANCE NOW DUE
IJc").
p/ '/</
1.477.32
~777.161
"-- ~
ORIGINAL INVOICE /.. _ ~"'~; fJ r ,.It-/,
ft r{ j? j
- - -=- ~-=-= .=.----:;- .=---=-----=-----------------------=----------------=--------------=----- - - -~~--- ----
'"r - .
No. JOJI (Rev.
Miller-Davis Co.. Minneapol1'
RECEIPT AND WAIVER OF MECHANICS' LIEN RIGHTS
N. B. It is important that the following directions be closely followed as otherwise the receipt
WILL NOT BE ACCEPTED.
. 1. This is a LEGAL INS.TRUMENT and must be executed accordingly by officers of corpora-
tIOns and by partners of co-partnerships.
2. It is important that ALL the blanks be completed and that the AMOUNT PAID BE SHOWN.
3. If payment is not in full to date, so state. SHOW UNPAID BALANCE, and strike out last
three lines.
4. A receipt similar to this or legal waiver of lien rights will be required for all plumbing, heating
and plastering material, etc.
5. NO ERASURES OR ALTERATIONS MUST BE MADE.
The nndersilffned ac7cnow~edlffes havin~ received pa,yment of..a.n~. ....
.........AI~.~I'~..1tZ.~..f;.:.....t!.~.......~. .............~..
(Amount Paid)
from...................Si....tk.~.../I't..........:TH~(.................................
(Name of Payor)
aU... .... ......L.k...kf1..[/....... ..&.~ :~(p.l?l.(.':n#.v:4............... ..................... ......... . ..... ........ ....... ..... ..... ........
(Kind of Material or Labor)
by the u.ndersilffned delivered 01' furnished to (or performed at) .... ../?C/~~["?4-L... ..$.~t-~
...............3..//~.
(DATE)
7Af!..v.Jq~...r~.q.
...., 19..4:.~
DOLLARS ($../Z..9/...tl.f.::....)
..........in full pa,yment of
...sl9/?... .....Z.(!./~.().ft!..~.tJ/....
..-...................... ...........
(Street Address or Legal Description)
and f01' va~ue received hereby waives all ri~hts which may have been acquired by the undersilffned to file
mechanics' liens against said premises for labor, sTeill or material furnished to said premises prior to the
date hereof.
.....LU.h.L......6~.~./~~..~~~................
BY..........~....~..&.......=........._.......
~4
....................................................................................
J_........~..~.(~.~~?~~
rLUMBING, HEATING !!!i! PLASTERING
contractors must sign statement on reverse hereof
RECEIPT
and
Waiver of Mechanics' Lien Rights
by
MILLER-DAVIS <:0., ~tl:-;~EAPoLlS
STATEMENT TO BE SIGNED BY
PLUMBING, HEATING AND
PLASTERING CONTRACTORS
The undersigned, for the purpose of obtain-
ing payment of the amount acknowledged
within, hereby affirms that all material fur-
nished to the within described premises by,
through or under the undersigned was fur-
nished by.....
and that the attached receipts or releases
represent payment in full or release in full
of mechanics' lien rights for all such mate-
rial.
By.
237 M - Receipt and Waiver of Mechanic's Lien
HENNEPIN STATIONERS, INC. - 522-6666
=
RECEIPT AND WAIVER OF MECHANICS' LIEN RIGHTS
(Approved by Minneapolis Real Estate Board)
N. B, - It is important that the following directions be closely followed as otherwise the receipt WILL NOT BE ACCEPTED,
1. This is a LEGAL INSTRUMENT and must be executed accordingly by officers of corporations and by.partners in
co-partnerships.
2. It is important that ALL the blanks be completed and the AMOUN'Y' PAID BE SHOWN.
3. If payment is not in full to date, so state, SHOW UNPAID BALANCE, and strike out last three lines.
4. A receipt similar to this or legal waiver of lien rights will be required for all plumbing, heating and plastering
materials, etc.
5. NO ERASURES OR ALTERATIONS MUST BE MADE.
The undersigned acknowledges having received payment of
1J,~~ - -.L:'nL ~ 1~#7) ~
I v~ '-
From S fAI 17), ~.
'n1 ~J Jt./ 19.J!.L
L) . (Date) .
~~-~:~~
DOLLARS, ($1R..53~, Nt,.., _)
(Amount Paid)
(Name of Payor)
all h~ ~~~/~..~
P . -"."=(i(lnd- TMaterial or Labor) ...t> '
by the undersigned delivered or furnished to (or performed at) d) ~ ~1:.ud;.. ~
fJ~x~~. 6
in full payment of
(Street Address or Legal Description)
and for value received hereby waives all rights which may have been acquired by the undersigned to
file mechanic's lien against said premises for labor, skill or material furnished to said premises prior
to the date hereof.
!,LUMBING, HEATING and PLASTERING
contractors must sign statement on reverse
hereof.
U)m. (l). ~
BJI
(Title)
Address J./j6/J UJ, ~ tj ~
>I~ J?t.,v. s5"'3 S-;L-
RECEIPT
and
Waiver of Mechanics' Lien Rights
by
STATEMENT TO BE SIGNED BY
PLUMBING. HEATING AND
PLASTERING CONTRACTORS
The undersigned for the purpose of obtaining pay-
ment of the amount acknowledged within hereby
affirms that all material furnished to the within
j described premises by. through or under the under-
signed was furnished by
and that the attached receipts or releases represent
payment in full or release in full of mechanics' lien
rights for all such material.
Bv
REYF:NUE
IC-134" ,.'. .-.'M
(Rev. 7185)
Minnesota Department of Revenue
F E B 1 - 1988
Affidavit for Obtaining Final Settlement of Contract with the State of
Minnesota and any of its Political or Governmental Subdivisions I
1klo" "A7 ')
Minnesota identifitation number
(if none, read instructions)
4612388 & 3380969
Name of contractor
Lund Asphalt Construction & L A Construction. Inc.
Business address
~
3214 Butternut Circle Area code and telephone number
City, town or post office State Zip code
Prior Lake. MN SS372 (612) 447-2997
Check the box which describes your involvement in this project (read definitions on other side)
o Prime contractor 0 Contractor [] Subcontractor
Project location
City of Prior Lake
Name of Minnesota governmental unit for which work was performed
4629 Dakota street S. E.
Address of Minnesota governmental unit
City of Prior Lake.
Project or contract number
Period of contract (Month/Year)
SAP 201-080-01
Total amount of contract
From9-86
Amount still due
To S-8?
$9.?04.28
City, town or post office
$1.291.08
Zip code
I?id you payor supervise the payment of persons employed on this contract?
If yes, did you withhold Minnesota income tax from the wages
of each employee as required by Minnesota Statute 290.92? [XI Yes 0 No
. Have you filed all required withholding returns and deposited Minnesota tax withheld with
the Department of Revenue as required by Minnesota Statutes 290.92 and 290.977 KJ Yes
. Do you authorize the Department to inform the prime contractor
upon it's request whether your form IC-134 has been certified? QgXYes 0 No
If you are a subcontractor, list your prime contractor's business name and address.
Name: S VT M, Inc. P.O. Box 593, Walnut Grove. 56180
If you are a contractor or subcontractor, skip the next section of this form and sign below.
If you are a prime contractor, fill in the names and addresses of all your subcontractors. If you need more space to list your
subcontractors, attach a separate sheet. Also you must attach certified affidavits of your subcontractors and sign below.
Prior Lake
KJ Yes 0
SSl?2
No
o No
Name and address
Name and address
Name and address
Name and address
~
Name and address
Name and address
I declare under the penalties of criminal liability for willfully making a false statement, that the above statements are true and correct to the best of my
knowledge and belief.
~~~ YooJ~(f (). ~~
C. F. O.
Title
Januarv 28, 1988
Date
Certificate of Compliance with Minnesota Statutes 290.92 and 290.97
Based on the facts stated in the above affidavit and the facts in the files and records of the Department of Revenue, the above
.f<;mtractor/subcontractor has properly complied with all of the provisions of Minnesota Statute 290.92 relating to the withholding
of income tax on wages paid to employees and Minnesota Statute 290.97 relating to contract services with the State of
Minne~ or any of its governmental or political subdivisions.
/!)-' .,
J~..~-
FEB
4 1988
Date
Instructions
Who should file?
If you are a prime contractor, a contractor or a subcontractor who
performed work on a project for the State of Minnesota or any of
Minnesota's political or governmental subdivisions (counties, cities,
school districts, etc.), you must file a completed Form IC-134 if you
wish to receive final payment for the work you performed.
Prime contractor. You are considered a prime contractor if you were
awarded a contract to perform work but you subcontracted all or
part of the work to other contractors.
Contractor. You are considered a contractor if you were awarded a
contract to perform work and you and/or your employees were the
only persons who performed the work.
Subcontractor. You are considered a subcontractor if a prime con-
tractor hired you to perform all or part of the work on a contract.
When to file
If you are a subcontractor, file Form IC-1 34 when you have com-
pleted your part of the project.
If you are a prime contractor or contractor, file Form IC-134 when the
entire project is completed.
How to file
Complete Form IC-1 34 and send two copies to the Minnesota De-
partment of Revenue. A prime contractor must also attach a copy of
each subcontractor's certified Form IC-134 to his/her Form IC-134.
Form IC-134 is certified when it is completed and signed at the bot-
tom by an authorized representative of the Department of Revenue.
Prime contractor. If you and your subcontractors have complied
with the withholding tax laws of Minnesota, the Department of Rev-
enue will certify your affidavit and return one copy to you. It is neces-
sary in submitting your Form IC-1 34 for certification that you attach
certified copies of all your subcontractors Form IC-134's. Failure to
do so will delay processing, certification and receipt of your final pay-
ment. Take the certified copy to the governmental unit for which the
work was performed in order to obtain final payment for the project.
Contractor. If you have complied with the withholding tax laws of
Minnesota, the Department of Revenue will certify your affidavit and
return one copy to you. Take the certified copy to the governmental
unit for which the work was performed in order to obtain final pay-
ment for the project.
Subcontractor. If you have complied with the withholding tax laws
of Minnesota, the Department of Revenue will certify your affidavit
and return one copy to you. Take the certified copy to the prime con-
tractor for the project. He/she will have to attach a copy of your form
IC-1 34 to his/her own Form IC-1 34 to obtain final payment for the
entire project.
t<:Bf"
RV-00258-05
Where to file
Send the original and one copy of Form IC-134 to:
Minnesota Department of Revenue
Revenue Accounting
P.O. Box 64446
St. Paul, Minnesota 55164
Minnesota Identification number
You need a Minnesota tax identification number if you have employ-
ees who do work in Minnesota. If you need a number but do not have
one, you should file Form MBA, Application for Tax Identification
Number. If you need Form MBA or any other tax forms or instruc-
tions, write to: Minnesota Income Tax Forms, Room B-20, Centen-
nial Office Building, St. Paul, Minnesota 55145 or call 297-3781 in
the Twin City metropolitan area. Elsewhere in Minnesota, call toll-
free: (800) 652-9094.
If you do not need a Minnesota identification number because you
have no employees (for example, you are a sole proprieter, a partner
in a partnership or a shareholder in an S corporation), fill in your social
security number in the space marked "Minnesota identification
number" in the top right corner of Form IC-1 34. Explain why you do
not need an identification number on a separate sheet and attach it to
Form IC-1 34.
Are you both a prime contractor and a subcontractor on the same
project? It is possible for you to be considered both a subcontractor
and a prime contractor on the same project. A subcontractor be-
comes a prime contractor if he/she subcontracts all or part of his/her
portion of the project to yet another contractor. In this case, com-
plete and file one Form IC-1 34 as a subcontractor and one Form IC-
1 34 as a prime contractor.
Use of information
All information on this affidavit is private by state law. It cannot bf:
given to others without your consent except to the Internal Revenue
Service, to other states which guarantee the same privacy and to
certain state or county agencies as provided by law. The information
on this affidavit may also be compared with other information you
may have furnished the Department of Revenue.
All information on this affidavit, except your telephone number, is re-
quired for identification and to verify that all income tax withholding
requirements have been met. If you do not provide all requested in-
formation, the Department of Revenue may refuse to certify this affi-
davit and you will not be able to obtain final payment of your contract
with the Minnesota governmental unit. We ask that you provide a
telephone number where you can be reached during the work day so we
can contact you quickly if we have a question about your affidavit.
Information and assistance
If you need help or additional information to complete this affidavit,
call 296-3781 in the Twin City metropolitan area. Elsewhere in Min-
nesota, call toll-free: (800) 652-9094.
.;~~.
....,-";..
i't:. .,
,-.
J\.,.-
.~
.u
BAKKE
KOPP
BALLOU &
McFARLIN, INC.
PROFESSIONAL ENGINEERS
219 North Second Street
Minneapolis. MN 55401
(612) 333-7101
September 28, 1987
-- --'
~-
Mr. Larry Anderson
Prior Lake City Engineer
P.O. Box 359, 4629 Dakota St. SE
Prior Lake, MN 55372
Re: S.A.P.201-080-01
Lords St. Bridge Approaches
BKBM Job No. 86-0665-D
Dear Larry:
Enclosed is a revised final estimate voucher for this froject. Mter discussion with
your staff, we revised the estimate to include 100% 0 "Traffic Control." Previously
we had only paid out 75% of this item. I don't know how you want to handle this,
since I assume that SWM has signed off on the final estimate as originally prepared.
Also enclosed is our final invoice. We have been holding this for several months to
avoid invoicing just a few hours worth at a time. The balance now due is $877.60.
See the attached statements to see how this expense was incurred.
If you have any questions, please call.
Sincerely,
BAKKE KOPP BALLOU & McFARLIN, INC.
1Z~ t-- D~
--
Ronald L. Dokken, P.E.
RLD lIb
t--
10\
n{
f~
I 1,
\ ~ t
'"ll-F.tt S
i) i-. ~
.Ci"Pt OF
flUOR um:
"ENGINEERING EXCELLENCE FOR TODAY'S ECONOMY"
.',
',f'
',:-1
\:
'. : \, 1 \ \
\ '.'
CONSTRUCTION PAY MENT VOUCHER
l
, \
. \ \ \ F' 1
Estima.te Voucher N0;('5th & 1 na
, ~ '. ". \ " '.~'
Date:
5/22/87
For Period Ending: 5/16/87
\~ r
Project Numb:~r: .~b1-080-01
Class of Work: Gradinq qravel base, plant mix bituminous surface and Bridge 70513
Location:
For:
Lord's Street
-C..i tv of !XiQ.r Lak~
To:
A. Original Contract Amount
B. Total Additions
C. Total Deductions
D. Total Funds Encumbered
E. Total Value of Work Certified to Date
F. Less Retained Percentage
G. Less Total Previous Payments
H. Approved for Payment, This Report
I. Total Payments Including This Voucher
J. Balance Carried Forward
APPROV ALS
Si'JM I nc .
Box 593
Walnut Grove, MN 56180
156.132.00
0.00
0.00
156,132.00
146.539.10
0.00
132.992.49
13.546.61
146,539.10
9.592.90
Bakke KOPD Ballou & McFarlin, Inc.
Pursuant to our field observation, as performed in accordance with our contract, we hereby certify
that, to the best of our knowledge, information and belief, the materials are satisfactory and the work
properly performed in accordance with the plans and specifications and that the total work is 100 9&
completed as of -5/16/87 . We hereby recommend payment of this voucher.
#1 ).--wI . /:? 11/ / ,.--., //
/A. _ ///~ Signed: K~.RCi. '" (A-;-::I,.-I!~.C~-_.'
onstruCtion Observer
This is to certify that to the best of my knowledge, information, and belief, the quantites and values of
work certified herin is a fair approximate estimate for the period covered by this voucher.
Contractor: Sy~f~ I nc. Signed By: ~J ~~
~~
Signed:
Date:
:3 -/,6-81>
City of
Prior Lake
Voucher
Checked By:
~~
5il -//3 - C?;''''
Date:
Title:
Approved for
Payment
~~~../~
~o'(l;ed -Representative .~
Date:
91,-1131
LORDS STREET BRIDGE
PRIOR LAKE, MN
.............................__._______~_D~C==~=_~_a~G___.______==ce___~_______a.a__~____________~_~a_____=___________
LINE NO~ CONTRACT ! . AMOUNT
! QUANTITY ! BID
nlM
UNIT
PREVIOUS
I TO DATE
! QUANTITY
TO DATE UNIT
! QUANT !TY BID
! PRICE
, TO DATE
! AMOUNT
________________________c___~___~=__=~c__~_=a~~=__~d__________D__K=ax==~_~__~__=_=_____d=ac:~a~_~=~=~=_______________~
...
1! 1.00!
2! 16.00 !
3! 16.00!
4! 1130.00!
:5 ! 139. 00 !
6! 1092.00~
7! 1044.00'
8 ! 177. 00 '
9! 125.00!
10! 8.00!
11 ! 173.00 !
12! 5.00!
13! 86.00!
14 ~ 52.00!
15! 1.00 !
I6! 2.60!
17! 399. 00 !
18! 1200.00'
19' 794.00!
20 I 1 . 00 !
21' 2.00'
22 ' 31. 00 !
23 ' 791. 00 !
24 ! 6. 9B '
25' 2697.00!
26' 620. 00 !
27' 620.00!
2BI :SOO.OO!
29! 500.00!
30! 2.00!
31! 2.00!
32! 69. 00 I
33! 229.00!
34! 583.00!
,----. -3:51--.- - .1.00!
36! 3. 00 !
37! 3.001
- 381-- -. 12. 00 !
/' 39' 150.00'
40! 144.00'
1------ 41!--- O.OO!
13000.00! MOBILIZATION ! L.S.
160.00' CLEARING ' TREE
160.00! GRUBBING ! TREE
2260.00' REMOVE BUTIMINOUS PAVEMENT' SQ. YD.
417.00! COMMON EXCAVATION ! CU. YD.
3276.00' SUBGRADE EXCAVATION ! CU. YD.
5220.00' GRANULAR BORROW (C. V.) , CU. YD.
1416.00' TOPSOIL BORROW (c. V. ) , CU. YD.'
875.00! AGGREGATE BASE PLACED CL5 'CU. YD.
1360.00! BITUMINOUS MATERIAL FOR MIX! TON
3460.00' BASE COURSE MIX ! TON
850.00' BIT. MATERIAL FOR MIX ! TON
2064.00! WEARING COURSE MIX ! TON
52.00' BIT. MATERIAL FOR TACK COAT' GALLON'
1000.00' REMOVE OLD BRIDGE ' L.S.
250.00' RECONSTRUCT MANHOLES ! LIN. FT!
9576.00' RANDON RIPRAP ! CU. YD.
3500.00! GEOTEXTILE FILTER ! SQ. YD.
3176.001 SODDING ! SQ. YD.
3500.00! TRFFIC CONTROL ' L.S.
340.00' BIT. MATERIAL FOR MIX. ! TON
744.00! WEARING COURSE MIX ' TON
1582.00' STRUCTURAL STEEL ~ LB
8376.00! TREATED TIMBER ' MBM
5394.00! HARDWARE ! LB
3720.00! TREATED TIMBER PILING DELIV! FT
620.001 TREATED TIMBER PILING DRIVE! FT
6000.00' CIP CONCRETE PILING DELIVER! FT
1000.00! CIP CONCRETE PILING DRIVEN! FT
6000.00! TREATED TIMBER TEST PILES ! EACH
6000.00! CIP CONCRETE TEST PILES ! EACH
2760.00' GROUTED RI PRAP , CU. YD.!
5725.00' RANDOM R I PRAP CL I I ' CU. YD.'
1749.00! GEOTEXTILE FILTER I SQ. YD.
7000.00! STRUCTURE EXCAVATION ! L.S.
6000.00! PREFAB. TIMBER PANELS A24 I EACH
7500.00! PREFAB. TIMBER PANELS B24 ! EACH
24000:00! PREFAB. TIMBER PANELS C24 'EACH
4500.001 PORTABLE CONCRETE BARRIER ! LIN FT
1440.00' GLUED LAMINATED RAIL ! LIN FT
O.OO! 1 1/2" CRUSHED ROCK . -. ! CU. YD.
1.00 !
16.00!
16.00'
597.00!
43.00!
590.00!
1001. OO!
22.001
120.00!
5.00'
119.00 !
O.OO!
O.OO!
O.OO!
1.00 I
II:' "':IC"I
...J.o,JJ,
384.001
1200.00!
202.00!
0.75'
0.00'
O.OO!
791. OO!
6.98!
2697.00!
570.00!
449.10 I
425.00'
338.50!
2.00!
2.00'
56.00'
207.00'
511.00'
1.00 !
3.00!
3.00!
12.00!
lS0.00!
144.00'
39.50!
O.OO!
1.00'
16.00'
16.00!
597.00!
43.00!
590.00!
1132.00~
22.00'
120.00!
6.601
119.00!
S.OO!
79.00!
52.00'
1.00 '
5...35~
384.00'
1200.001
202.00!
0.75!
2.00!
31. 00 '
791. 00'
5.98'
2697.00!
570.00!
449.10'
425.00!
338.50!
2.00!
2.00!
56.00'
207.00!
511. OO!
1.00 !
3.00!
3.00!
12.00!
150.00!
144.00!
39.50!
O.OO!
13000.001
10.001
10.00'
2.00!
3.00!
3.00!
5.00!
8.00!
7.00!
170.001
20.00'
170.00!
24.00'
1.00!
1000.00!
100.00!
24.00!
3.00!
4.00'
3500.00'
170.00!
24.00!
2.00!
1200.00!
2.00'
6.00'
1.00!
12.00'
2.00!
3000.00!
3000.00!
40.00!
25.00!
3.00!
7000.00!-
2000.00!
2S00.00!
2000.00!
30.00!
10.00!
48.00! -
13000.00!
160.00!
160.00'
1194.00!
129.00!
1770.00!
5660.00!
176.00!
840.00!
1122.00 !
2380.00!
850.00!
1896.00!
52.00!
1000.00'
535.00~
9216.00'
3600.00'
808.00!
2625.00!
340.00!
744.00'
1582.00'
8376.00'
5394.00'
3420.00'
449. 101
5100.00'
577.00'
6000.00!
6000.001
2240.00!
5175.00'
1533.00'
7000. 00 I
6000.00'
7500.00!
24000.00!
4500.001
1440.00!
1896.00!
0.00 I
______________________________a_______________________________________________________u_____________________----------
TOTAL
146539.10
---------------------------------------------------------------------------------------------------------------------.
5-22-87
100': COMPL
100-;': COMPL
100-;': COMPL
100" COMPL
100" COMPL
100-;': CDMPL
100" COMPL
100;< COM PL
100" CDMPL
100": COMPL
100;< COMPL
100': COMPL
100" COMPL
100" COMPL
1 oo~ COMPL
100;< COMPL
100"/1. CDMPL
100': COMPL
100': COMPL
100': COMPL
100": COMPL
100": COMPL
100"/1. COMPL
1 OO~ COMPL
100"/1. COMPL
100"/1. COMPL
100": COMPL
1 00" COM PL
100" COMPL
100" COMPL
100"/1. COMPL
100"/1. COMPL-
100" COMPL
100"/1. COMPL
100" COM PL.
1 00': COMPL
100" COMPL
100" COMPL-
100"/1. COMPL
100" COMPL
100"/1. COMPL
100"/1. COMPL
l
(
(
\.
100" COMPL
l
\,..
tC-134
tRev.7/851
Minnesota Department of Revenue
~ E p 2 8 19aJ'idavit for Obtaining Final Settlement of Contract with the State of
v "t1innesota and any of its Political or Governmental Subdivis.ions
Name of contractor
S.W.M. Inc.
Business address
Minnesota identification number
(if none, read instructions)
6111272
Box 593
City, town or post office State Zip code
Walnut Grove Minnesota 5618~
Check the box which describes your involvement in this project (read definitions on other side)
o Prime contractor ~ Contractor 0 Subcontractor
kn.4s St~t 14J\ 'Vv'~~ ~k
Name of Minnesota ~overnmental unit for which work was performed
Cl\-,-\ o-t }>11-'/I<1.- LjA.lw.
Address of Mfnnesota governmental unit
p O. i3~ 3 :/"
Area code and telephone number
( 507 ) 8 5 9 - 2 2 1 9
Project location
Project or contract number
Period of contract (Month/Year)
From 6,' l- 16 To 1-/ J7
Amount still due
/31 ::>'1' .t:J/
Zip code
55372.-
~~p 'ZDI-D~l)-D I
Total amount of contract
I'll. 539./6
I
City, town or post ollice
+1z.Jbit. . L-J4k
Did you pay.or supervise the payment of persons employed on this contract? KI Yes D No
If yes, did you withhold Minnesota income tax from the wages
of each employee as required by Minnesota Statute 290.92? Kl Yes D. No
Have you filed all required withholding returns and deposited Minnesota tax withheld with
the Department of Revenue as required by Minnesota Statutes 290.92 and 290.97?lXJ Yes
Do you authorize the Department to inform the prime contractor
upon it's request whether your form IC-134 has been certified? ~ Yes D No
If you are a subcontractor, list your prime contractor's business name and address.
Name:
If you are a contractor or subcontractor, skip the next section of this form and sign below.
If you are a prime contractor,. fill in the names and addresses of all your subcontractors. If you need more space to list your
subcontractors, attach a separate sheet. Also you must attach certified affidavits of your subcontractors and sign below,
D No
Name and address
Name and address
Name and address
Name and address
Name and address
Name and address
I declare under the penalties of criminal liability for willfully making a false statement, that the above statements are true and correct to the best of my
knowledge and belief. . f ,h.4
Si n c::::::x I' (/, // /U+1/J,n.-.. Treasurer 1.2 j-~ J)
Hire Your signature - (" Title Date
Certificate.of Compliance with Minnesota Statutes 290.92 and 290.97
Based on the facts stated in' the above affidavit and the facts in the files and records of the Department of Revenue, the above
r.ontractor/subcontractor has properly complied with all of the provisions of Minnesota Statute 290.92 relating to the withholdinq
of income tax on wages paid to employees and Minnesota Statute 290.97 relating to contract services with the State of
Minne?lZo r ,any of its governmental or political subdivisions.
,. ~ //1 , J
-~ ~,? ~~/ -f' // / / t7 S'EP 9 ~.'.! ',,90?
, /L ,/'>,/,. /j- r7 /"--;~,, A f . ro.J I),
Signatu~e of authorized Department of ~ue'-repffi'senlaflve ,...... Date
~0^J
-< .f -X~fr
Jl ],\ f70
"rr \
Estimate Voucher No.
4
CONSTRUCTION PAYMENT VOUCHER
Date: 11/10/86
For Period Ending:
11/07/86
I 1/
\(V'v
G\
Project Number:
201-080-01
Class of Work:
Gradinq qravel base. Dlant mix bituminous surface and Brirlg~ 7n~1~
Location:
For:
Lord's Street
City of Prior lake
To:
A. Original Contract Amount
B. Total Additions
C. Total Deductions
D. Total Funds Encumbered
E. Total Value of Work Certified to Date
F. Less Retained Percentage
G. Less Total Previous Payments
H. Approved for Payment, This Report
I. Total Payments Including This Voucher
J. Balance Carried Forward
APPROV ALS
SWM Inc.
Box 593
Walnut Grove, MN 56180
156.132.00
0.00
0.00
139.992.10
6.999.61
127.949.89
5.042.60
---156.U2.....nn
132.qq?_4q
?1.11q_~1
.91;>-
/I-I!:.-'~f&,
Bakke KODO Ballou & McFarlin. Inc.
Pursuant to our field observation, as performed in accordance with our contract, we hereby certify
that, to the best of our knowledge, information and belief, the materials are satisfactory and the work
properly performed in accordance with the plans and specifications and that the total work iSQQ %
completed as of 11/07/86 . We hereby recommend payment of this voucher.
Signed: ~;J.. ~ Signed: ~ ~
t?'constructlon Observer Project Engi neer
This is to certify that to the best of my knowledge, information, and belief, the quantites and values of
work certified herin is a fair approximate estimate for the period covered by this voucher.
Contractor:
S Wl1....l..lli; -
Date:
Signed By:
Title:
City of
..E.r:iQ.r Irlkp
--------------------------------------------
Voucher
Checked By:
Date:
Approved for
Payment
Author ized Representative
Da te:
-.--- .--........-.-.-.-.-.---.-......-.....-.--.....-............ -.-.-.--..--.---...---..-
\
o
, .~..~.~~\}~~~"_:f{::-'1(T'--'
__~..._~211::L-':122~'1!t?5:l::~-:.:<~a;.;~:
=_=_.=======S_====_2_~___=a__=_======================_a=_S__*==========_=_==__S=_~__~______~______~~________~~--~====-
, LINE NO! CONTRACT ! . AMOUNT ! ITEM ! UNIT ! PREVIOUS ! TO DATE ! UNIT
! ! QUANTITY! BID ! !! TO DATE ! QUANTITY! BID
~~.__"______.___.~_.JI!ll~____."'~------=--==--=---_._.__.=---."--:II.=_t:z=___=cU.t___._.__~_,....__ta__.. ,.. '." .......--.......--"
.. :I.! 1.00! I~OOO.OO! MOBILIZATION ! L.S.! 1.00!1.00! 13000.00!
2! 15.00!. 150.00! CLEARING ! TREE! 16.00! 15.00! 10.00!
3! 16.00! 160.00! GRUBBING ! TREE! 16.00! 16.00! 10.00!
4' 1130.00' 2260.00! REMOVE BUTIMINOUS PAVEMENT I SQ. YD.! 597.00! 597.00' 2.00!
13'3.00! ..,."t7.00! COMMON EXCAVATION ." ;'.': ! CU. YD.! .' .'43.00! ,.<1t3.00! 3.00!
1092.00! 3276.00! SUBGRADE EXCAVATION '< ! CU. YD.! 590.00! 5'30.00' 3.00!
1044.00! 5220.00! GRANULAR BORROW (C.V.> ! CU. YD.! loo1.00! 1001.00! 5.00!
177.00! 1416.00! TOPSOIL BORROW (C. V. ) ! CU. YD. I O.OO! 22.00! 6.00!
12S.00! 875.00! AGGREGATE BASE PLACED CLS ! CU. YD.' 120.00! 120.00! 7.00!
8.00' 1360.001 BITUMINOUS MATERIAL FOR MIX' TON I O.OO! 5.001 170.00!
173.00! 3460.00! BASE COURSE MIX ! TON! O.OO! 11~.00! ~O.OO!
5.00! 850.00! BIT. MATERIAL FOR MIX ! TON! O.OO! O.OO! 170.00!
86.00' 2064.00! WEARING COURSE MIX ! TON! O.OO! O.OO! 24.00!
52.00! 52.001 BIT. MATERIAL FOR TACK COAT! GALLON' O.OO! O.OO! 1.001
1.00! 1000.00' REMOVE OLD BRIDGE ! L.S. 1.001 1.00! 1000.00'
2.60! 260.00! RECONSTRUCT MANHOLES ! LIN. FT' 5.35! 5.35! 100.00!
399.00! 9576.00! RANDON RIPRAP ! CU. YD.! 384.00! 364.00! ~~.OO!
1200.00! 3600.00! GEOTEXTILE FILTER ! SQ. YD.! 888.00! 1200.00! 3.00!
794.00! 3176.00! SODDING ! SQ. YD.! O.OO! 202.00! 4.00!
1. 00' 3500.00! TRFFIC CONTROL ! L. S. o. I::' ~ o. /::,! ;;::.OO.OO!
2.00! 340.00! BIT. MATERIAL FOR MIX. I TON' O.OO! O.OO! 170.00!
31.00! 744.00' WEARING COURSE MIX I TON O.OO! 0.00' 24.00!
791.00! 1582. OO! STRUCTURAL STEEL ! LB ! 1':H. 00 ~ rH. 00 ! C. 00 ~
6.98! 8376.00! TREATED TIMBER ! MBM! 6.98! 6.98! 1200.00!
2697.00! 5394.00! HARDWARE ! LB ! 2697.00! 2697.00! 2.00!
620.00' 372.0.001 TREATED TIMBER PILING DELIV' FT I 5/0.00! 510.00! b.OO~
620.00! 62.0.00' TREATED TIMBER PILING DRIVE! FT ! 449.10' 449.10' 1.00'
500.00' 6000.001 CIP CONCRETE PILING DELIVER' FT 425.00! 425.00! 12.00!
500.00! 1000.00! CIP CONCRETE PILING DRIVEN! FT ! 338.::'0! 338.~0! ~.OO!
2.00! 6000.00! TREATED TIMBER TEST PILES ! EACH! 2.00! 2.00! 3000.00!
a.oo! 6000.00! CIP CONCRETE TEST PILES ! EACH! 2.00! 2.00! 3000.00'
6/:3.00! 2750.00! GROUTED R I PRRP ~ cu. YD. ~ 5&. ()t.) ~ 5b.. 00 ! 40. UU!
229.001 5725.00! RANDOM RIPRAP CL II I CU. YD.! 207.001 207.001 25.00!
583.00! 1749.00! GEOTEXTILE FILTER ! SQ. YD.! 511.00! 511.00! 3.00!
1.00! 7000.00! ST~ucrU~E I=.XI.;HVHflUN ! L.S. ~ 1.00! 1.VO! /OOO.VO~
3.00! 6000.00! PREFAB. TIMBER PANELS A24 ! EACH! 3.00! 3.00! 2000.00'
3.00! 7500.00! PREFAB. TIMBER PANELS B24 ! EACH! O.OO! 3.00! 2500.00!
12.00! 2:-4000. 00 ~ j.Jt(t::.r~t'I. I.lMBt::.H I-1HNI::.Lb C;:-Lf. I::.HL.:H b. VU ~ Ie. vv ~ i:::lJUU. LJU ~
150.00! 4500.00! PORTABLE CONCRETE BARRIER ! LIN FT ! 150.00' 150.001 30.00!
144.00! 1440.00! GLUED LAMINATED RAIL ! LIN FT ! 72.00! 144.00! 10.00!
O.OO! O.OO! 1 1/~" CRUSHED ROCK ! CU. YD.! U. OO! .5':1.00! 't. VV!
!! !! O. OO! O. 00 ! !
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7!
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9!
10!
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13!
141
151
16!
17!
IS!
19!
20!
21 !
22~
23!
24!
25!
26~
27!
28!
Z3!
30!
31 !
32~
33~
34!
3::>'
36!
37!
3ti~
39!
40!
41 !
! TO DATE
! AMOUNT
13000.00!
IbO.OO!
160.00!
1194.00!
0,", i.12'iJ. OO!
1770.00!
:5005.00!
176.00!
840. 00 !
8S0.00!
ic:.58V.00:
O.OO!
O.OO!
0.00!
1000.00!
535.00!
':Iclb.UU!
3600.00!
808.00!
i:::bi:::=-.OU~
O.OO!
O.OO!
108ic:.00:
8376.00!
5394.00!
..:S~c:u.ou
449. 10
5100.00
b 11. 00
6000.00
6000.00
~i:::4U.UV~
5175.001
1533. O(J!
fVUU.UU:
6000.00!
7500.00!
a:::qUVll. uu :
4500.00!
1440.00!
1:::>8.00:
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100" t.;UI'tI-'I.
1001' COMPL
100" COI'! PL
1001' COM!>
100" COi'tPL
1001' COM PL
100" COMP
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100" COMPL
1001. COM PL
1 UU700 ~UP1I-'L.
100" COM PL
1 VO" t.;Uf'l1-'1.
100" COM PL
1001' COM PL
1 UU7. L.:UP1.....L.
10010/. COMPL
100" COM PL
100" I.;Uf'l1-'1.
100" COMPL
100" COMPL
lUOy;. LUMJ-JL
10010/. COMPL
100" COMPL
lUV,," l..UJ'l1~l..
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100" COMPL
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Construction Cost
5% Adm. .05 ($156,132.00) =
Consulting Eng. Pd.
Estimate to finish Eng. Fees
Professional Services
Misc.
Capitalized Interest
Guard Rail
Interest on Bonds
MN/DOT Participation
Remaining Cost
PRillEel' 86-14
WRD IS STREE.'T BRIICE
8-14-86
$ 7,807.00
$ 18,047.00
$ 8,000.00
$ 225.00
$ 286 .00
$ 3,106.00
$ 6,000.00
$< 5.035.00>
$ 38,436.00
'IDl'AL
$159,000.00
S 38.436.00.
$197,436.00
.$109 sn. 00
$ 87,863.00
The project will be assessed 60% of the remaining cost.
Assessable (60%)
City Share (40%)
No. of Units
The project will be assessed on a unit basis.
UNIT ASSESSMENT
$ 52,718.00
_ 35.145.00
$ 87,863.00
41
$ 1,285.80
.-.r- -.- --- ..--.----.-.----- . .-.-.
CITY OF PRIOR LAKE
RESOLUl'ION 86-12
REOOLUl'ION ADOPl'IN; ASSESEMENI' FOR
PROJtl...T 86-14, lORD'S STREET BRIDGE
r-OTION BY
SEXX>wtJJ BY
WHEREAS, pursuant to proJ::er notice duly given as required by law, the Council
has met and heard and passed upon all objections to the proposed
assessment for Project 86-14, Lord's Street Bridge;
~ 'lHEREFORE, BE IT RESOLVED BY THE CITY mUOCIL OF PRIOR LAKE, MINNESOl'A:
1. Such proposed assessment, a copy of which is attached hereto and made
part hereof, is hereby accepted and shall constitute the s~cial
assessment against the lands named therein, and each tract of land
therein included is hereby found to be benefited by the proposed
irrprovernent in the amount of the assessment levied against it.
2. SUch assessment shall be pa.yable in annual equal principal installments
extending over a period of ten (10) years and shall bear interest at
the rate of 8.5% J::er annum from the date of the adoption of this
assessment resolution. To the first installnent shall be added
interest on the entire assessment from the date of this resolution
until December 31, 1987. To each subsequent installnent when due shall
be added interest for one year on all unp:lid install1rents.
3. The owner of any proJ::erty so assessed may, at any time prior to
certification of the assessnent to the county auditor, pay the whole of
the assessment on such proJ::erty, with interest accrued to the date of
payment, to the city treasurer, except that no interest shall be
charged if the entire assessment is paid within 30 days from the
adoption of this resolution; and he may, at any time thereafter, pay to
the county treasurer the installment and interest in process of
collection on the current tax list, and he may pay the remaining
principal balance of the assessment to the city treasurer. In either
case, payment must be made by December 15 in order to avoid interest
through December 31 of the next succeeding year.
(612) 447.4230
4629 DAKOTA STREET S.E.
P.O. BOX 359
PRIOR LAKE, MINNESOTA 55372
4. The City Manager shall forthwith transmit a certified duplicate of this
assessment roll to the county auditor to be extended on the proper tax
lists of the county, and such assessrnents shall be collected and paid
over in the same manner as other municiIXll taxes.
Passed and adopted this
day of
, 1986.
.:m5 m
Andren Andren
Busse Busse
Fitzgerald Fitzgerald
Scott Scott
White White
Michael A. McGuire
City Manager
City of Prior Lake
( SEAL)
---..------T---------
(,
DESCRIPTION:
(: ASSESSMENT HEARING DATE:
ASSESSMENT RATE:
ASSESSMENT CODE:
(" INTEREST RATE:
SPREAD:
INITIAL YEAR:
~ ,ADDITIONAL INTEREST:
PAYMENT METHOD:
0",:.
C PARCEL NUMBER
fF 25 057 001 0
25 057 002 0
25 057 003 0
f
25 057 004 0
25 057 005 0
.,.
25 057 006 0
.,.25 057 007 0
:~:::es03"; 008 0'
.
23 057 009 0
25 011004 0
.
25 07i 005 0
.
25 071 006 0
. 25 12171 007 0
25 071 008 0
.
c
-,C' 1'171 !7'!'710 !ll
PrOject 86-14 Lord's St. Bridge
September 8, 19B6
Unit Assessment
73
B.51-
1121 yr's.
1987
114 days
Equal Principal
LEGAL DESCRIPTION
Martinson Island
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 9
Lot 10
Lot 11
PROPERTY OWNER
Lawrence & Bonita Schweich
John K. & Nancy S. Roberts
John F. Singewald
Thomas L. & Kathryn Schlick
Albert T. Bergum
R.:;.bert T. Budd
. I
r
(
(
ADDRESS
UN I T AMOUNT
16991 Mushtown Road
1,285.8121
(
15187 Edgewater Circle NE
1,285.8121
(
15195 Edgewater Circle NE
1,285.80
15213 Edgewater Circle NE
1,285.80
t
15231 Edgewater Circle NE
1,285.80
(
15253 Edgewater Circle NE
1,28S.80
Vernon A. & Florence Schultz 15256 Edgewater Circle NE
1, 28S. 80
James H. & Lynda J. Bickett
Richard H. & Claudia Booth
Dunrith & Joan H. Waund
Peter J. & Barbara Huber
Martinson Island 2nd Addition
Lot 1 Blk 1 Stephen Van Houten
p!O" Lot 2 Ink l'Belf NE Jon S. & Cynthia Fall<.owski
Cor'. NW 256 to Shore &
P/O Lot 3 Blk 1 N of Line
Beg E Cor, NW 105.29 to
P-O-B, NW 133 to Shore
Lot 3 Blk 1 Ex Tria in
NW Cor
Lot 4 Blk
Lot 5 Blk
Lot 6 Blk
Lot 7 Blk 1 & PIO Lot a
Blk 1 lying W of a line Com
2121' NE of NW Cor, SE to SW
Cor
',-,~' n, n 1 I r" () .'f-l 1"
William G. & Barbara C. Edy
Robert G. Pearson
James G. & Mary K. Olexa
John W. Packer, Jr.
Allen & Evelyn Pflugshaupt
~
, I
1, 28S. 8121
(
15236 Edgewater Circle NE
(
15214 Edgewater Circle NE
1,28S.80
15196 Edgewater Circle NE
,
1,285.80
15180 Edgewater Circle NE
1,285.80
IS286 Edgewater Circle NE
1,285.80
(
15296 Edgewater Circle NE
1,285.80
.
15310 Edgewater Circle NE
1,285.80
t
1532121 Edgewater Circle NE
1,285.8121
1533121 Edgewater Circle NE
I, 285. 80
15325 Edgewater Circle NE
1,285.8121
15315 Edgewater Circle NE
1,285.8121
(,
c
25 093 001 0
~
.
I
.
25 093 002 0
"'5 0<n 003 0
::J 935 019 0
tI,
....25 935 024 0
.25 935 020 0
.
. 25 u935021 0
.
.
. 25 ']35 01121 Q'I
Cor, BE to SW Car
Martinson's Point
Pia Lot 1 Blk 1 lying N & E
of line com NW Cor, SE
17.5' to POB, NE 50', SE
109.23', SE 28.67', SE
64.17', SE 42' to shore
James J. & Linda Dunn
Pia Lot 1 Blk 1 lying S & W
of line com NW Cor of Lot 1
SE 17.5' to PoB, NE 50',
SE 109.23', SE 28.67', SE
64.17', SE 42' to shore
Richard N & Susan M Hadley
Lot 2 Bll<. 1
Lowell J. & Barbara Stark
Lot 3 Blk
Gary R. & Carolyn Lindstam
Unplatted
35 115 22 .7
Plo Govt Lot 9 beg 220.28
N & 328.53 E of NW Cor of
Lot 1 MP Shore Acres, NE
129, SE 112.4, NE 38.5, NE
107.68, NW 173, SW to E
edge of bridge, S to Beg
David L. Dornacker
35 11 2 22 . 40
Plo Govt Lot 9 COM 220.28
N & 328.53E of' NW Cor 1
M.P.S. Acres, NE 129. SE
112.4 NE 38.5,-NE 107.68
t~ P.o.B, NE 100, NW 166,
S to PT, SE to beg.
3511a 22 .40
.40 A on Govt Lot 9
Dennis E. & Carole Westlind
Walter J. & Kathleen Jobst
Loren Gross
35 112 22 . 50P/o Govt..
Lot 9 COM 220.28 N & 328.53
E of' NW Cor.. of' Lot 1 MPSA. NEue.
..129;'~.rnr:4,'NE311;5;Nl'~"'!.
79.85, W 180.6,8 6:s. 8Etd:c
Beg .
'M-"'~".'
35 112 22 Sheidon Sindelar
Plo Govt Lot 9, COM 220.28'-,:..
N & 328.53' E Qf' Lot 1 MPPK '"
Sho",e Aeres, E 129', SE112. it
NE 77.96. to POB
35 112 22 Suzanne E. old9nburg
PIo Govt Lot 9 COM 220.28'
N & 328.53 ' E of' NW Cor-of'
Lot 1, MPS Acres, NE 129',
SE 112.4', Ne 113', NE 115'
to PoB, NE 149.45', N 189',
W along shore to int line NE
ft'om PoB, SW to POB
35 112 22 .85
P/O GO\'t Lot 9 C0fll 220.28'
Robet't E. Duffy
15291 Edgewat0r Circle NE
15297 Edgewater Circle NE
15178 Green Oaks Trail SE
15271 Edgewater Circle NE
15150 Martinson Island Rd NE
15130 Martinson Island Rd NE
15110 Martinson Island Rd NE
8609 Lyndale Ave S
Minneapolis, MN 55420
7435 16th Ave. S
Richfield, MN 55423
13405 Washburn Ave. S
Burnsville, MN 55337
4500 Lords St. NE
puj. 26-/.(
,:J.d2..-
. ,
c
(
1, 285.80
('
f
1, 285. 80
f
.
1,285.80
1, 285. B0
c
~
1 , 285. B0
.
.
1 , 285. B0
.
.
.
1,285.B0
.
1 , 285. 80
(
..
1 , 285. 80
.
.
1 , 285. 80
.
41
t
1,285.80
4
~
~
~ 25 935 12111 III
.
.
25 935 017 0
.
. i{
f~'
. 25 935 013 0
.
.
. 25 935 014 0
.
93S~ 13
.
. 25 '335 012 0
.
. 25 '335 009 0
.
. 25 935 006 0
.
25 935 016 0
.
25 935 008 0
.
1 MPS Acres, NE 123', SW
113.',' tJF 11.':', tHe ,::f..II.',5'
to POD, NE 2134. ,':', tl ./:'5',
NW to int~rs POB, S 188' to
he!]
35 112 22
PIO Govt Lot 8 Beg 220.28
N & 328.53 E of NW cor 1
MPS Acres, NE 129, SE 112.4
NE 113, NE 264.45, NE 450
to POB, NE 200.87, NW 114M
o.inters POB, SE 35 to beg
35 112 22
PIO Govt Lot 8 com 220.28'
N & 328.53' E of NW cor of
Lot 1, MPS Acres, NE 12'3'
SE 112.4', NE 113', NE
264.45', NE 450' to POB
NE 88.26', NW 218', SW to
int line NW from POB, SE
114' to POB
35 112 22
Parcel in Govt Lot 8 com
220.28' N & 328.53' E of
NW cor of 1, MPS Acres, NE
129', SE 112.4', NE 113, NE
450', NE 289.13', NW 25.02'
to POB, NE on curve 155' W
to int line NW from POB, SE
218' to POB
35 112 22
Parcel in Govt Lot 8
#4 of unrecorded plat
35 112 22 . 34
34/100 Ain Govt Lot 8
#5 on unrecorded plat
35 112 22
Parcel in Govt Lot 8
#11 in unrecorded plat
ex 'lJmaU pal"cel adJacent
to tU0
35 112 22 . 38
Parcel in Govt Lot 8
Lot #10 of unrecorded plat
& small parcel adJacent in
Lot #11
35 112 22
Part of Govt Lot 8
lot 9 of Unrecorded plat
35 112 22
Part of Govt Lot 8
Lot 8 of unrecorded plat
35 112 22 .33
P~rrel in Govt Lot B
1.,-01 -7 ''"':-"j ~'-'--;r"'7\r--I-'~""-!''''''''; ~Tl t
Thl:lfllas P. Lelz.-l.nd
Thomas R & Muriel Bittle
Roger D. Van Haaften
Prior Lake State Bank
Willis R. Eppler
Willis R. Eppler
John W. Packer
John W. Packer
Leroy E. & Mary Busse
E 1 eanot'e Lempke
p~ g6 -/~
,..0.3
. ,
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4580 Lot~d5 St. NE
1 , ;:;:85. 80
(
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4505 Lords st. NE
1, 285. 80
(
'~
.
'3521 Garfield Ave S
Bloomington, MN 55420
1 , 285. 80
(
~
'Co
.
P. O. B,:ox 369
1, 285.80
.
4588 Lords St. NE
1 , 285. 80
..
4688 Lords St. NE
1 , 285. 80
.
.
4653 Lords St. NE
1, 285.80
.
.
4553 Lords St. NE
1, 285. 80
.
.
4513 Lords St. NE
1, 285. 80
.
4595 Lor"'ds St. NE
1, 285. 80
.
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June 12, 1986
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BAKKE
KOPP
BALLOU &
McFARLIN, INC.
PROFESSIONAL ENGINEERS
~
~
219 North r, _. J Street
M" , ,,,. ...1, MN 55401
(612) 333-7101
Mr. C.E. Weichselbaum
District State Aid Engineer, Dist. 5
Minnesota Department of Transportation
2055 North Lilac Drive
Golden Valley, Minnesota 55422
Re: S.A.P. 201-080-01
Bridge No. 70513 and Approaches
Lords Street over Prior Lake
BKBM Job No. 86-0665-0
Dear Mr. Weichselbaum:
We are pleased to transmit the following in connection with the above referenced project:
1. "Report of State Aid Contract" - Form 30172
2. Abstract of bids.
3. City's Resolution 86-07, "Resolution Affirming the Funding for City Bridge No.
70513 over Prior Lake".
4. Copies of - Contractor's Bond
Contract for Highway Construction
5. Minutes of Pre-Construction Meeting held ,lme 11, 1986.
We offer the following supporting documentation in connection with the Report of State-
Aid Contract.
Bid Ite ms
PARTICIPATING
$ 100,450.00
(70.18%)
9.123.40
$ 19,573.40
I)'
NON-
PARTICIPA TNG
$ 42,682.00
(29.82%)
3.876.60
$ 46,558.60
SUM
$ 143,132.00
13.000.00
$ 156,132.00
Pro-rated Mobilization
Preliminary engineering costs as tabulated below are to be reimbursed only for
participating items.
PAYMENT DATE REMARKS
$ 1,583.00 12-15-79 BKBM Job No. 78106, Report on
$ 1,577.00 3-31-80 Replacement Alternatives
$ 2,140.76 12-15-81 BKBM Job No. 81-0383-DA,
$ 103.30 1-31-82 Supplement to Report On
$ 989.85 4-15-82 Replacement Alternatives
$ 6,635.61 5-15-86 BKBM Job No. 81-0326-0,
$13,029.52 Final Design and Plan Preparation
TOTAL
"'ENGINEERING EXCELLENCE FOR TODAY'S ECONOMYu
'"
,/'
Design cost for participating items:
$13,029.52 x 0.7018 =
$ 9.144.11
If you have any questions or require any additional documentation, please call.
Sincere ly ,
BAKKE KOPP BALLOU & McFARLIN, INC.
~/.~
Ronald L. Dokken, P.E.
RLD/ms
~ cc: Larry Anderson.
LORDS STREET BRIDGE
PRIOR LAKE, /'IN
. . - ~ . - .
.....................................---------.-----..-------------.-.-.-------.-.----.-.--------.-..----.-.----.----.
! LINE NO! CONTRACT ! . AMOUNT I ITIM I UNIT ! PREVIOUS ! TO DATE ! UNIT ! TO DATE
! QUANTITY ! BID ! I I TO DATI I QUANTITY! BID ! AMOUNT
! QUANTITY! ! PRICE !
___._._._...._____________._..____._._____..._.____._...._______................_...__..__.______d__..____..____.__...
'/
1 ! 1. 00 !
2! 16.00!
3! 16.00!
4! 1130.00!
~! 139.00!
6! 1092.00!
7! 10.......00!
B ! 177. 00 !
9! 125.00!
10! B.OO!
11! 173.00!
12! 5.00!
13! B6.00!
14! 52.00!
15 ! 1 . 00 !
16! 2.60!
17 ! 399. 00 !
IB! 1200.00!
19! 794.00!
20! 1.00!
21' 2.00!
22 ! 31 . 00 !
23! 791.00!
24 ! 6. 98 !
25! 2697.00!
26 ! 620. 00 !
27! 620.00!
28' 500.00!
29! 500.00!
30! 2. 00 !
31! 2.00!
32! 69.00!
33! 229.00!
34! ~83.00!
"35~---' "1.00
36! 3. 00
371 3.00
3B! 12.00
39! 150.00
40! 144.00
41!'. 0.00
!
~"-
13000.00J MOBILIZATION
160.00~ CLEARING
160.00~ GRUBBING
2260.00t REMOVE BUTIMINOUS PAVEMENT
417.001 COMMON EXCAVATION
3276.00i SUBGRADE EXCAVATION
5220.00& GRANULAR BORROW (C.V.)
1416.00t TOPSOIL BORROW (C. V.)
~75.00~ AGGREGATE BASE PLACED CL5
1360.00~ BITUMINOUS MATERIAL FOR MIX!
3460.00& BASE COURSE MIX
S50.00! BIT. MATERIAL FOR MIX
2064.00' WEARING COURSE MIX
52.00~ BIT. MATERIAL FOR TACK COAT!
1000.00t REMOVE OLD BRIDGE
260.00t RECONSTRUCT MANHOLES
9576. 001/ RANDON R I PRAP
3600.00~ GEOTEXTILE FILTER
3176.00....'
3500.00
340.00(!. AL FOR MIX.
744.00'~ WEARING COURSE MIX
1582.00~ STRUCTURAL STEEL
8376.00t TREATED TIMBER
~394.00~ HARDWARE
3720.00~ TREATED TIMBER PILING DELIV!
620.00~ TREATED TIMBER PILING DRIVE!
6000.00~ CIP CONCRETE PILING DELIVER!
1000.00~ CIP CONCRETE PILING DRIVEN
6000.00~ TREATED TIMBER TEST PILES
6000.00~ CIP CONCRETE TEST PILES
2760.001 GROUTED RIPRAP
5725.00f RANDOM RIPRAP CL II
1749.00~ GEOTEXTILE FILTER
7000.00{ STRUCTURE EXCAVATION
6000.00~ PREFAB. TIMBER PANELS A24
7~OO.00~ PREFAB. TIMBER PANELS B24
24000.001 PREFAB. TIMBER PANELS C24
4~00.00! PORTABLE CONCRETE BARRIER
1440.00! GLUED LAMINATED RAIL
O.OO! "1 1/2" CRUSHED ROCK
L.S.
TREE
TREE
SQ. YD.!
CU. YD.!
CU. YD.!
CU. YD.!
CU. YD.!
CU. YO.!
TON !
TON
TON
TON
GALLON
L. S.
LIN. FT!
CU. YD.!
SQ. YD.!
.,,;
TON
LB
MBM
LB
FT
FT
FT
FT
EACH
EACH
CU. YD.!
CU. YO.'
SGI. YO.
L. S.
EACH
EACH
EACH
LIN FT
LI N FT
CU. YD..
1.00!
16.00!
16.00!
~97.00!
43.00!
~90.00!
1001.00!
22.00!
120,00!
5.00!
119.00!
0.00
0.00
0.00
1.00
5.35
384.00
1200.00
202.00
0.7~
0.00
0.00.
791.00!
6.9B!
2697.00!
570.00!
449.10!
42~.00!
338. 50!
2.00!
2.00!
56.00!
207.00!
511.00'
1.00!
3.00!
3.00!
12.00!
150.00!
144.00!
39.~0!
O.OO!
1.00!
16.00!
16.00!
~97.00!
43.00!
590.00!
1132.00!
22.00!
120.00!
6.60!
lt9.00!
5.00!
79.00!
52.00!
1.00!
5.35!
3B4.00!
1200.00!
202.00!
0.75!
2.00!
31.00!
791.00!
6.98!
2697.00!
570.00!
449.10!
425.00!
33S.~0!
2.00!
2.00!
56.00!
207.00!
511.00 !
1.00!
3.00!
3.00!
12.00!
150.00!
144.00!
39.~0!
O.OO!
13000.00!
10.00!
10.00!
2.00!
3.00!
3.00!
5.00!
8.00!
7.00!
170. OO!
20.00!
170.00!
24.00!
1.00!
1000.00'
100.00!
24.00!
3.00!
4.00!
3500.00!
170.00!
24.00!
2.00!
1200.00!
2.00!
6.00!
1.00!
12.00!
2.00!
3000.00!
3000.00!
40.00!
25.00!
3.00!
7000.00!"
2000.00!
2~00.00!
2000.00!
30.00!
10.00!
48. 00 ! -
13000.00!
--~.
_ __....,-v-;.
744.00!
1582.00!
8376.00!
5394.00 !
3420.00'
449.10!
51 00. 00 !
677.00!
6000. 00 !
6000. 00 !
2240.00!
5175. 00 !
1533. 00 !
7000. OO!
6000.00!
7500.00!
24000. OO!
4500.00 !
1440.00!
lS96.00!
O.OO!
--.-.----.---------------------------.--.-----------------..-.------.----...---.-.---..--.-.--.--.-------.-.---.----.-
146539. 10
TOTAL
-
.-.-------.-.------.-...---.--------.-.-----------------------------.------------------------------..-.-------------..
'".
,__ ... ,. .. .'~ -,. .It .._.........,~_.y _"'--. L _
5-.
100" COMPL.
100" COMPL
100" COMPL
100" COMPL
100" COMPL.
100" COMPL
100" COMPL.
100" COMPl..
100" COMPl..
100" COMPL
100" COMPl..
100" COMPl..
100" COMPL
100" COMPL
100" COMPL
100" COMPL
100" COMPl..
100" COMPL
100" COMPl..
100" COMPL
100" COMPL
100" COMPL
100" COMPL
100" COMPL
100" COMPL
100% COMPL
100" COMPL
100" COMPL
100" COMPL.
100" COMPL
100" COMPl..
100" COMPL'.
100" COMPL.
100" COMPL
100" COMPt.;--
100" COMPL
100" COMPL
100" COMPL - ~
100" COMPL
100" COMPL
100" COMPL
100" COMPL
100" COMPL
.1.'.1 -'.'.
..IIIII.I_L~
t
(
(
,
An/DOT 30172 (Rev. 12-84)
REPORT OF STATE AID CONTRACT
/' S.A.P. No.
201-080-01
(Submit one Report for each project number.)
(~(City) Prior Lake
TO THL CO~INISSIO;;ER OF TRANSPORTATION:
The (~(City) of Prior Lake
has entered into a Contract with
S.W.M.. Inc.
of Walnut Grove. MN
for the construction of Lhe
above mentioned project which was let on April 22, 1986
in the total amount 'If
S156,132.00
Surety for the full amount of the contract has been proVlded
by The Travelers Indemnity Company
A portion of this contract, in the amount qr
$ 46,558.60
will be paid for with local funds. The remainder of the
contract in the amount of S 109,573.40
qualifies for State Aid participatiolj
and funding is requested on the following basis:
URBAN (Cities over 5000) S 'from Acct.*
RURAL $ from Acc t . *
MUNICIPAL (under 5000) $ from Acct.*
,.."
~
OTHER $ 109.57.3.40 from Fund 29 Acct.**
tX, zt.{ /0 il,. rJ9 ('. -; 3
OTHER S from Acc t . **
R/W Acquisition costs will <:me) (not be) requested from Aceto *
Preliminary engineering costs in the amount of $ 9144.11
are hereby requested.
Remarks: F.ngin~~~inr ~o~ ~rp for participating items onlv.
Dated 6 - //
, 19 .:9 t5: Signed
z
* Regular, Municipal, State Aid Bond Account, CTB, MTB, etc.
** Fund 29 (Bridge Grant); Fund SO (Bicycle Grant); Town Bridge, etc.
NOTE: Submit to District State Aid Engineer
5
Lords Street Job No. S.A.P.201-08o-01
Municipal State-Aid Street--City Street
Class of Work Construct Bridge No. 70513
ST ATE OF MINNESOTA
CITY OF Prior Lake
PROPOSAL FOR HIGHWAY CONSTRUCTION
/1- (~ ,4 6 IL E ;:::. (:) e .D C!D _ -;;;; ^' C?
( Name)
f3 u R/JS V /1 / ~,~,(/ -5--5 -3.-37
(Address)
To furnish and deliver all materials and to perform all work, in accordance with the Contract,
the Plans and the approved MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD
SPECIFICA TlONS FOR CONSTRUCTION", 1983 Edition, on file in the office of the City Clerk,
except as modified or altered in the "Special Provisions" contained herein, for the improvement
of a certain section of Lords Street in the City of
Prior Lake Municipal,~hate-AidS~~EEet--City Street County, State
of Minnesota, Job No. S.A.P. 201-080-01 , on which proposals will be received until 10:00
o'clock A. M., on the 22nd day of April , 19 86 ; this work
being located between Fairbanks Street and Smiley Road
and , Station 0 + 89.00 to Station 5 + 50.0
being approximately 0.087 miles in length, as indicated in the Plans approved July 8. 1985
and , Station to Station
being approximately miles in length, as indicated in the Plans approved
and J Station to Station
being approximately miles in length, as indicated in the Plans approved.
Proposal of
NOTICE TO BIDDERS:
In submitting a bid, you must return this complete proposal. You must
initial changes made in the Schedule of Prices in the Proposal, and
acknowledge Addendums on the back cover sheet.
I certify that this Proposal was prepared by me or under my direct supervision and that I am a
. registered Professional Engineer under the laws of the State of Minnesota.
?~ L \~
Reg. No. ~J Date "3-'::2.4..~
Bid rigging is a serious crime. If you have any information concerning collusive bidding even a request
to submit a complimentary bid, please call the Minnesota Attorney General's Office at telephone no.
612-296-2650.
FOR SPECIAL PROVISIONS, SEE A TT ACHED SHEETS
.. '.."T ..
To the City Council of the City of
County, Minnesota:
/1
(f~^' 1-~-
in ~ <-de. ..~
Sirs:
In accordance with the advertisement of the City Clerk, inviting proposals for the
improvement of the section of highway hereinbefore named, and in conformity with the
Contract, Plans, Specifications and Special Provisions pertaining thereto, on file in the
office of the City Clerk: .
(0 (We) hereby certify that (I) (we) (am) (are) the only person(s) interested in this
proposal as principal ; that this proposal is made and submitted
without fraud or collusion with any other person, firm or corporation whatsoever; that an
examination has been made of the site of the work and the Contract Form, together with
the Plans, Specifications and Sepcial Provisions pertaining thereto.
(0 (We) understand that the quantities of work shown herein are approximate only and
are subject to increase or decrease; that all quantities of work, whether increased or
decreased within the limits specified in 1903 of the Specifications, are to be performed at
the unit prices shown on the attached schedule; and that, at the time of opening bids, totals
only will be read, but that comparison of bids will be based on the correct summation of
item totals obtained from the unit prices bid, as provided in 1301 of the Specifications.
(0 (We) propose to furnish all necessary machinery, equipment, tools, labor and other
means of construction and to furnish all materials specified, in the manner and at the time
prescribed, all in accordance with terms of the Contract and the Plans. Sepcifications, and
Special Provisions forming a part thereof.
(I) (We) further propose to do all extra work which may be required to complete the
contemplated improvement, at unit prices or lump sums to be agreed upon in writing prior to
starting such work; or, if such prices or sums cannot be agreed upon, to perform such work
on a "Force Account" basis, all as provided in 1904 of the Specifications.
(I) (We) further propose to execute the form of Contract and to furnish a Contract Bond
in the amount of the Contract, within ten (10) days of the acceptance of this proposal, as
security for the construction and completion of the work in accordance with the terms of
the Contract, Plans, Specifications and Special Provisions, as provided in 1305 and 1306 of
the Specifications.
(I) (We) further propose to guarantee all work performed under this Contract to be done
in accordance with the Plans, Specifications and Special Provisions and in a good and
workmanlike manner; and to renew or repair any work which may be rejected, due to
defective materials or workmanship, prior to final completion and acceptance of the project
by the City Council.
(I) (We) agree to all the provisions of Minnesota Statutes 1969, Sec. 181.59.
(0 (We) further propose to begin work on or before
19 and to prosecute said work so as to complete the same on or before
19
0_._.._.._0_._ d__y......._. .___ _.._. __.
SCHEDULE OF PRICES
S.A.P. 201-080-01
Page
1
BIDDER MUST FILL IN UNIT PRICES IN NUMERALS; MAKE EXTENSION FOR EACH
ITEM AND TOTAL. FOR COMPLETE INFORMATION CONCERNING THESE ITEMS~ SEE PLANS
AND SPECIFICATIONS, INCLUDING SPECIAL PROVISIONS.
============================================================================
ITEM DESCRIPTION AND
UNIT OF MEASURE
APPROX.
QUANTITY
:UNIT PRICE:
sss.oo
AMOUNT
SSS.OO
ITEM NO.
==========-=================================================================
/L/~~(). OtJ
J~4b~ . () 0
2021.501
Mobilization
1
Lump Sum
============:==========
----------
----------
==============================
----------
----------
-"It> t:> . l> (t
2101.502
Clearing
16
;..{", 00
Tree
----------
----------
==============================
------------
------------
---------- ----------
---------- ----------
tjt>fJ I vt)
Grubbing
16
2101.507
,.~,(.') 0
Tree
========== ==============================
============
---------- ----------
---------- ----------
~ ' ~ 0 ~ ~ ~ {, () (J
2104.505 Remove Bituminous Pavement
Sq. Yd.
1130
========== ==============================
------------
------------
---------- ----------
---------- ----------
~3'/.tJO
139
Common Excavation
2105.501
G,.()t)
Cu. Yd.
---------- ----------
---------- ----------
========== ============================== ============
1092
2105.507
Subgrade Excavation
to 5_5~. 06
" .O()
Cu. Yd.
---------- ------------------------------ ------------ ---------- ----------
---------- ------------------------------ ------------ ---------- ----------
~ 1.~ 'I. () ()
2105.521
Granular Borrow <C.V.>
Cu. Yd.
1044
" ,l> (:)
========== ============================== ============
---------- ----------
---------- ----------
~ ' ()()
2105.525
177
Topaoil Borrow <C~V.>
IY",OD
Cu. Yd.
---------- ------------------------------ ------------ ---------- ----------
---------- ------------------------------ ------------ ---------- ----------
Aggregate Base Placed~ Cl. 5
Cu. Yd.
125
2211.503
I 5C6. 01)
11)..0(:)
.
=========='==============================
==========
----------
----------
============
8
2331.504
Bituminous Material %or
Mixture
13' 0, D l)
1'7l), 0 D
Ton
============================== ============ ==========
----------
----------
----------
----------
173
2331.514
Base Course Mixture
3'1 {,,,. tJ ()
~().{)D
Ton
========== ============================== ============ ==========
----------
----------
2341.504
Bituminous Material %or
Mixture
5
\,o.l?O
~so .00
Ton
==========
----------
----------
==============================
------------
------------
----------
----------
~t./,t>t)
86
Wearing Course Mixture
2341.508
~ 0 l:,tf. 0 ()
Ton
==========
----------
----------
============================== ============
----------
----------
Bituminous Material %or 52
Tack Coat Gallon:
2357.502
I,()t)
5~ ' t:J 0
==============================:============
----------
----------
----------
----------
----------
----------
Remove Old Bridge
1
2442.501
15()~1 () ()
J ~Of)l). {)O
Lump Sua:
========== ==============================:============
----------
----------
----------
----------
2.6
2506.511
Reconstruct Manholes
5~o. 0'0
I}DO.OO
Lin. Ft.
========== ==============================:============
----------
----------
----------
----------
.. ..-l-.. - .
- .
2511.501
==========
2511.515
==========
2575.505
==========
0563.601
==========
SCHEDULE OF PRICES
S.A.P. 201-080-01
Random Riprap, cl. II
eu. Yd.
==============================
Geotextile Filter
Sq. Yd.
==============================
Sodding
Sq. Yd.
399
~/). <90;
Page
2
============:=========='==========
~,1~. 6d
1200
============
794
============================== ============
Traffic Control 1
Lump Sum
SUBTOTAL ~A~
============================== ============
========== ==============================
==========
2341.504
============
1.1 0
========== ==========
it:.'-/b.t>O
==========
~L5c 1C1<l5,bD
==========
; ()c,O, t:> D
==========
==========
Bituminous Material for
Mixture
Ton
==============================,============ ==========
\ID,OO
2341.508
==========:==============================
Ton
Wearing Course Mixture
2402.521
==========:==============================
==========
2403.502
==========
2403.506
==========
2452.503
Structural Steel (Spec. 3306)
Pound
2
============
31
============
791
Treated Timber
============================== ============
6.98
M.B.M.
============================== ============
2697
Hardware
Pound
==========
?-cf.1D 0
'5 bt!!> e . () 0
==========
==========
==========
?:,L/D,OD
==========
========== ==========
744,0'0
3.110
==========
}5bOeDO
==========
============================== ============ ==========
3,OD
Treated Timber Piling~
Delivered Lin. Ft.
620
\1.t.10
2452.504
==========:============================== ============:==========
LDO
Treated Timber Piling,
Driven Lin. Ft.
2452.507
==========:==============================
C.I.P. Concrete Piling
Delivered, 12" Dia. Lin. Ft.
2452.508
==========:==============================
C.I.P. Concrete Piling
Driven, 12" Dia. Lin. Ft.
2452.517
==========:==============================
==========:==============================
Treated Timber Test Piles
60-feet long Each'
2452.519 C.I.P. Concrete Test Piles
60-feet long Each
2511.507
========== ==============================
Grouted Riprap
----------
----------
Cu. Yd.
==============================
620
500
============1==========
J. 7. 00
"~15 ,of)
==========
Ie 47CJ. vO
==========
<bdi'l.oo
==========
[t>S,+o.oo
----------
----------
h"f>, ~ IJ
==========
500
============ ========== ==========
13560.DO
============
2
============
2
============
69
============
, tOO
==========
1500,"0
==========
() 000 ,110
==========
"-'DID D
==========
5DO. {()O
----------
----------
3t>!X>, /) 0
----------
----------
==i~~_~~ v
If'LfD,Ol)
----------
----------
2511.501
SCHEDULE OF PRICES
S.A.P. 201-080-01
Random Riprap, cl. II
Cu. Yd.
229
1)'Z.t>D
========== ============================== ============ ==========
, (I 0
2511.515
----------
----------
0401.601
Geotextile Filter
Sq. Yd.
583
============================== ============ ==========
Structure Excavation
==========:==============================
Lump Sua
0403.602 Pre%abricated Timber Panels
Type A24 Each
==========1==============================
0403.602 Pre%abricated Timber Panels
Type 824 Each
========== ==============================
0403.602 Pre%abricated Timber Panels
Type C24 Each
0554.603
========== ==============================
----------
----------
0403.604
==========
----------
----------
----------
----------
----------
----------
----------
----------
==========
==========
Portable Concrete Barrier
Type III Lin. Ft.
==============================
Glued Laminated Rail,
Lin.
Type 1
Ft.
==============================
SU8TOTAL ~8~
FOR BRIDGE NO. 70513
==============================
==============================
==============================
==============================
==============================
==============================
1
============
3
============
3
============
12
============
150
------------
------------
144
------------
------------
============
------------
------------
============
============
============
============
/6;t!JbO. (l 0
==========
~/bt),bD
----------
----------
'J(P 06, 01)
==========
~OtlO,oV
----------
----------
)L/.tJo
==========
~6,no
==========
==========
==========
----------
----------
----------
----------
----------
----------
----------
----------
Page
3
~ L( (I)... 01)
----------
----------
9q /, I D
----------
----------
1'j6lM,I)()
----------
----------
(p ~oo, of)
==========
7<goO,tlO
----------
----------
'J.'-I (J(!)t) - DD
----------
----------
~/Ob'OO
----------
----------
~ <63D' d)
----------
----------
----------
----------
----------
----------
==========
==========
----------
----------
==========
========== ============================== ============,========== ==========
========== ==============================
========== ==============================
==========:==============================
------------
------------
------------
------------
------------
------------
==========
==========
==========
==========
==========
==========
Project No.
S.A.P. 201-080-01
GRAND TOTAL $
! q ';h ) / tJ! 0 I {)
PROPOSAL GUARANTY required by 1208 of the Specifications:
"A <Certified check) (bond), prepared as required by 1208 of the Specifications and payable to the City
Clerk of said City, in an amount equal to at least 5% of the total amount of the bid as computed in
accordance with 1301 of the Specifications is submitted herewith as a proposal guaranty. (See attached
copy of approved Bid Bond Form).
. It is agreed by the undersigned that this Proposal Guaranty will be forfeited as provided in 1307 of the
Specifications in the event this proposal is accepted and the prescribed "non-collusion affidavit" (as
described in 1302 of the Specifications), the Contract and the Contract Bond are not executed."
RECEIPT OF ADDENDA as required by 1210 of the Specifications:
The undersigned hereby acknowledges receipt of Addendum No.
Addendum No. Dated
Dated
, Addendum No.
Dated
Signed
EXECUTION OF PROPOSAL as required by 1206 of the Specifications:
This proposal dated the day of , 19
Signed: , P.O. Address
Signed: , P.O. Address
doing business under the name and style of
Signed: , for
NAME
Da ted
Addendum No.
as an individual.
an individual
a partnership.
BUSINESS ADDRESS
, ..--;;
"-. .
Signed: -i r , -4, for ~I G //..$ -r / Ef;~tJ (fy ';J:/f/C/ , a corporation,
. incorporate under ~e laws of the State of /1-1/;u dc=s~T7I
'- Name of President W c;. A..s//~RP Business Address.~ eu'Sl/11 / <:./
Name of Vice-President.#4ro~_(1immo~ Business AddresS~f,f'.J.si/' J (tL.J
Name of Secretary 6e.//u;= ~ ~O/) /J5)/,r Business AddressL)c...I ~A../..!Jr I I ( ~
I/ff L
Name of Treasurer ~ L/'<7 ~ A ;,u-LJ Business Address ~C/tt:..,u~t/II( t'.'.....J
.--.
(NOTE: Signatures shall comply with 1206 of the Specifications.)
.ts 33 7
.(.)337
Ad
./ttd
~ -l./<~Yj)
,/W A.-/ <~ B7
9
Lords Street Job No. S.A.P.201-08tr01
Municipal State-Aid Street--City Street
Class of Work Construct Bridge No. 70513
ST ATE OF MINNESOTA
CITY OF Prior Lake
Proposal of
PROPOSAL FOR HIGHWAY CONSTRUCTION
(~~ /?16 '-77-1 ~ 5~,.,J S I...;J <:;:
(Name)
IIJ60..; /JJd,
(Address)
To furnish and deliver all materials and to perform all work, in accordance with the Contract,
the Plans and the approved MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD
SPECIFICA TIONS FOR CONSTRUCTION", 1983 Edition, on file in the office of the City Clerk,
except as modified or altered in the "Special Provisions" contained herein, for the improvement
of a certain section of Lords Street in the City of
Prior Lake Municipal,~hate-AidS~5Efet--City Street COunty, State
of Minnesota, Job No. S. A. P. 201-080-01 , on which proposals will be received until 10: 00
o'clock A. M., on the 22nd day of April , 19 86 ; this work
being located between Fairbanks Street and Smiley Road
and ,Station 0 + 89.00 to Station 5 + 50.0
being approximately 0.087 miles in length, as indicated in the Plans approved July 8, 1985
and , Station to Station
BDX '3 '/S-
S-S-CJ S~
being approximately
and
being approximately
miles in length, as indicated in the Plans approved
, Station to Station
miles in length, as indicated in the Plans approved
NOTICE TO BIDDERS:
In submitting a bid, you must return this complete proposal. You must
initial changes made in the Schedule of Prices in the Proposal, and
acknowledge Addendums on the back cover sheet.
I certify that this Proposal was prepared by me or under my direct supervision and that I am a
registered Professional Engineer under the laws of the State of Minnesota.
?~ L '-~
Reg. No. ~J Date "'3..':2.4...~
Bid rigging is a serious crime. If you have any information concerning collusive bidding even a request
to submit a complimentary bid, please call the Minnesota Attorney General's Office at telephone no.
612-296-2650.
FOR SPECIAL PROVISIONS, SEE ATTACHED SHEETS
SCHEDULE OF PRICES
S.A.P. 201-080-01
Page
1
BIDDER MUST FILL IN UNIT PRICES IN NUMERALS; MAKE EXTENSION FOR EACH
ITEM AND TOTAL. FOR COMPLETE INFORMATION CONCERNING THESE ITEMS, SEE PLANS
AND SPECIFICATIONS, INCLUDING SPECIAL PROVISIONS.
ITEM NO.
----------------------------------------------------------------------------
----------------------------------------------------------------------------
ITEM DESCRIPTION AND
UNIT OF MEASURE
APPROX.
QUANTITY
:UNIT PRICE:
$$$.00
AMOUNT
$$$.00
2021.501
----------------------------------------------------------------------------
----------------------------------------------------------------------------
Mobilization
Lump Sum
1
DR 1::-
/l)0tCCJ- /L)~
2101.502
---------- ------------------------------ ------------ ---------- ----------
---------- ------------------------------ ------------ ---------- ----------
Clearing
Tree
16
J..5:0eJ
2101.507
---------- ------------------------------ ------------ ---------- ----------
---------- ------------------------------ ------------ ---------- ----------
~~CJ. 00
Grubbing
Tree
16
---------- ------------------------------ ------------
---------- ------------------------------ ------------
2104.505 Remove Bituminous Pavement 1130
Sq. Yd.
2105.501
---------- ------------------------------ ------------
---------- ------------------------------ ------------
139
Common Excavation
Cu. Yd.
~a-'
---------- ----------
---------- ----------
~~.aO
I, 3'2- )~15 '5.5
---------- ----------
---------- ----------
3.~0
2105.507
---------- ------------------------------ ------------ ---------- ----------
---------- ------------------------------ ------------ ---------- ----------
53'7./6
Subgrade Excavation
Cu. Yd.
1092
"3(~0
2105.521
---------- ------------------------------ ------------ ---------- ----------
---------- ------------------------------ ------------ ---------- ----------
1/7/<7,5:;"
Granular Borrow (C.V.>
Cu. Yd.
1044
Lj, t/9
2105.525
---------- ------------------------------ ------------ ---------- ----------
---------- ------------------------------ ------------ ---------- ----------
.f~~ 9 ~ ..30
Topsoil Borrow (C;V.>
Cu. Yd.
177
~, LlC>
2211.503
---------- ------------------------------ ------------ ---------- ----------
---------- ------------------------------ ------------ ---------- ----------
I~/~,al
----------
----------
2331.504
Aggregate Base Placed, Cl. 5
Cu. Yd.
==============================
Bituminous Material %or
Mixture
Ton
125
------------
------------
8
/;).00
----------
----------
~
170 -
~
/S-~
----------
----------
.,-
13~o -
2331.514
---------- ------------------------------ ------------ ---------- ----------
---------- ------------------------------ ------------ ---------- ----------
3'i/o~")
Base Courae Mixture
Ton
173
0"
iJ-::J- --
~
2341.504
---------- ------------------------------ ------------ ---------- ----------
---------- ------------------------------ ------------ ---------- ----------
q-
1)50 '-"
Bituminous Material %or
Mixture
Ton
5
~
J '70 -
2341.508
---------- ------------------------------ ------------ ---------- ----------
---------- ------------------------------ ------------ ---------- ----------
"d-J S- CJ
0-
~
----------
----------
2357.502
----------
----------
2442.501
==========
2506.511
----------
----------
Wearing Course Mixture
Ton
==============================
Bituminous Material %or
Tack Coat Gallon
------------------------------
------------------------------
Remove Old Bridge
Lump SUIl
86
------------
------------
52
------------
------------
1
------------------------------ ------------
------------------------------ ------------
2.6
Reconstruct Manholes
Lin. Ft.
==============================
------------
------------
00
?-S--
----------
----------
. ()p
).---
----------
----------
.,.,
750~ -
----------
----------
00
.5' ~ --
----------
----------
,-
.-, .SOa;!l -
v
cd
'3/~~
---------- ----------
---------- ----------
----------
----------
o<Z'
f)19.-
----------
----------
2511.501
SCHEDULE OF PRICES
S.A.P. 201-080-01
Random Riprap~ cl. II
Cu. Yd.
========== ==============================
Geotextile Filter
2511.515
==========
2575.505
."
==========
0563.601
==========
==========
==========
2341.504
----------
----------
2341.508
----------
----------
2402.521
----------
----------
2403.502
----------
----------
2403.506
----------
----------
2452.503
Sq. Yd.
==============================
Sodding
Sq. Yd.
399
~
~
Page
2
"....
)/'170 -
============ ==========:==========
1200
============
794
============================== ============
Traffic Control 1
Lump Sum
J?::9
tJ"
J'I~~
)~
==========:==========
~::e::>
?9;:Z'Z-
==========1==========
J.M.A. oe!!.
7u/CJ':--
~
SUBTOTAL ~A'
============================== ============ ========== ==========
==============================
==============================
Bituminous Material for
Mixture
Ton
==============================
Wearing Course Mixture
Ton
==============================
Structural Steel (Spec. 3306)
Pound
==============================
Treated Timber
M.B.M.
==============================
Hardware
Pound
============
============
2
============
31
============
791
============
6.98
------------
------------
2697
==========
==========
~
I ';Z;--
==;i;=~=
==========
?-~
==========
31J~6
----------
----------
----------
----------
~
39'0-
==========
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----------
----------
d"
/!J?f d-';;;-;
========~
~n-
DO
d-~
==========.==========
t:JfZ:'
S-3tj~~
============================== ============ ==========
Treated Timber Piling~ 620 J~
Delivered Lin. Ft.
2452.504
==========f==============================
----------
----------
2452.507
----------
----------
2452.508
----------
----------
2452.517
----------
----------
2452.519
----------
----------
2511.507
----------
----------
Treated Timber Piling,
Driven Lin. Ft.
==============================
C.I.P. Concrete Piling
Delivered~ 12" Dia. Lin. Ft.
==============================
C.I.P. Concrete Piling
Driven~ 12" Die. Lin. Ft.
==============================
Treated Timber Test Piles
60-feet long Each
==============================
C.I.P. Concrete Test Piles
60-%eet long Each
============
620
============
500
============
500
============
2
============
2
Cu. Yd.
==============================.============
69
Grouted Riprap
==============================
1______------
1------------
----------
----------
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==========
c:r-
~~--
==========
. 4!) t:o
C)----
==========
&'u
JUJ~-
==========
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I'&'o~-
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t::.D
~5-
==========
----------
----------
--
93tXJ
----------
----------
n-
hC}.C)-
==========
t>-
/ ;;z.~a;--
==========
..J:-.
16~
==========
-
-
3060
==========
.....
3~aeIJ~
----------
----------
~~
----------
----------
2511.501
==========
2511.515
==========
0401.601
==========
0403.602
==========
0403.602
==========
0403.602
==========
0554.603
==========
0403.604
==========
==========
==========
==========
==========
==========
SCHEDULE OF PRICES
S.A.P. 201-080-01
Random Riprap. cl. II
==============================
Cu. Yd.
Geotextile Filter
Structure Excavation
==============================
Sq. Yd.
==============================
Lump SUit
Pre%abricated Timber
Type A24
Panels
Each
==============================
Pre%abricated
Type B24
Timber Panels
Each
==============================
Pre%abricated Timber
Type C24
Panels
Each
==============================
Portable Concrete
Type III
Barrier
Lin.
Ft.
==============================
Glued Laminated Rail. Type 1
Lin. Ft.
==============================
==============================
==============================
==============================
==============================
==============================
----------
----------
:==============================
SUBTOTAL 'B'
FOR BRIDGE NO. 70513
==============================
==============================
==============================
==============================
229
============
583
============
1
============
3
============
3
============
12
============
150
============
144
============
============
.============
============
============
============
============
============
============
------------
------------
:============
<:)0
~'-
==========
J~
==========
IJti:!.
3~b:!C.~
==========
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(J562J
==========
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Page
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==========
==========
----------
----------
----------
----------
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----------
----------
6?l {e
----------
----------
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----------
----------
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==========
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========== ==========
~ ~
~CJCJ - ""3/~.-
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==========
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----------
==========
==========
.==========
==========
==========
==========
==========
==========
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I-?'oo -
==========
e
3'7~
----------
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IJ
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==========
----------
----------
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==========
==========
==========
==========
==========
==========
==========
Project No.
S.A.P. 201-080-01
GRAND TOTAL $
;; L/tf, <DBbt L/;2
/
PROPOSAL GUARANTY required by 1208 of the Specifications:
"A (certified check) (bond), prepared as required by 1208 of the Specifications and payable to the City
Clerk of said City, in an amount equal to at least 5% of the total amount of the bid as computed in
accordance with 1301 of the Specifications is submitted herewith as a proposal guaranty. (See attached
copy of approved Bid Bond Form).
It is agreed by the undersigned that this Proposal Guaranty will be forfeited as provided in 1307 of the
Specifications in the event this proposal is accepted and the prescribed "non-collusion affidavit" (as
described in 1302 of the Specifications), the Contract and the Contract Bond are not executed."
RECEIPT OF ADDENDA as required by 1210 of the Specifications:
The undersigned hereby acknowledges receipt of Addendum No.
Addendum No. Dated
Da ted
Da ted
Addendum No.
, Addendum No.
Dated
Signed
EXECUTION OF PROPOSAL as required by 1206 of the Specifications:
This proposal dated the ~ d..- day of /1'1'1<-/ L , 19 E!36
Signed: , P.O. Address
Signed: , P.O. Address
doing business under the name and style of
Signed: , for
NAME
Signed: _1'-<-v ,) t-=c.>. . for
incorporated undek. the laws of the State of
Name of President G-er;+/cl If. litHv:' di-
Name of Vice-preside~A 1/ iIlI:~I"
Name of Secretary ~?~ftv ~. " J~~
Name of Treasurer J::u.!ly / h~tt1. r
f
as an individual.
an individual
a partnership.
BUSINESS ADDRESS
In r1~ T!i / c;.<j c;; '" .s hVL
!II Iv;~ ~~t7 Tn
, a corporation,
Business Address
Business Address
Business Address
Business Address
at!, g f- '77..f )/,,///,I/)..f f{fJ-
J> / i? . ::z, - ., l' 77, r-'-,,-iv-
. i Ii . 00"- ,7.~r' :I/U/'-;'J. I v .,- ,\ v ,0
fr'p /...., L.1 7. r-r'"" i (/
"ii' ()r) " 17.1 ,,!c./y I 11/ ~\_\,-'6
.. I/.I
.p (, go ^ 7 7.[" ffl//~/' If>'v\,C,:i 3>((
(NOTE: Signatures shall comply with 1206 of the Specifications.)
C TV OF PRIOR LAKE
~
RESOLl1l'ION 86-07
RESCLtlrION AFFIRMOO '!HE FUIDlt'G FOR
CITY BRIOOE NO. 70513 OVER PRIOR LAKE
K)TION BY
S~ft_
O;)~NDED BY
~
WHEREAS, The City of Prior Lake has applied to the Canrnissioner of
Transportation for a grant from the Minnesota State Transportation Fund
for the Construction of City Bridge No. 70513 over Prior Lake and;
WHEREAS, The amount of the grant has been determined to be $118,717.51 by reason
of the lowest responsible bid.
N:W 'IHEREFORE BE IT RESCLVED '!HAT the City of Prior Lake does hereby affirm that
any cost of the bridge in excess of the grant will be appropriated fram funds
available to the City of Prior Lake, and that any grant monies appropriated for
the bridge but not required, based on the final estimate, shall be returned to
the Minnesota State Transportation Fund.
Passed and adopted this W day of ~u , 1986.
,C)
Q
XES 11:2
Andren X Andren
Busse X Busse
Fitzgerald )( Fitzgerald
Scott X Scott
White OJw/YIL White tut-J 1M t
Michael A. McGuire
City Manager
City of Prior Lake
(SEAL)
(612) 447.4230
4629 DAKOTA STREET S.E.
P.O. BOX 359
PRIOR LAKE, MINNESOTA 55372
.._..u."._., .___u' H. . .uu...u.u.,. uu. y-.__ __ ...,___... uuu__.u_u....., __.
II
BAKKE
KOPP
BALLOU &
McFARLIN. INC.
PROFESSIONAL ENGINEERS
219 North Second Street
M' '" " . lis. MN 55401
(612) 333-7101
April 30, 1986
Mr. Larry Anderson
Prior Lake City Engineer
4629 Dakota Street S.E., Box 359
Prior Lake, Minnesota 55372
Re: S.A.P.201-o80-o1
Abstract of Bids
Dear Mr. Anderson:
Transmitted herewith is the Abstract of Bids for the referenced project. Bids for this
project were received April 22,1986.
Our estimate of $171,598.00 dated January 9, 1986, is shown in addition to the four bids
received. The low bidder is S.W.M., Inc., of Walnut Grove, MN. Their corrected low bid is
$156,132.00.
We have checked references at Mn/DOT central office and at two outstate district
offices. Based on information received, we recommend award of the contract to S.W.M.,
Inc. in the amount of $156,132.00
Yours very truly,
BAKKE KOPP BALLOU &. McFARLIN, INC.
~J/L.D~
. Ronald L. Dokken, P.E.
RLD/ms
cc: C. Weichselbaum
UENGINEERING EXCELLENCE FOR TODAY'S ECONOMYu
f
~:~~::SC;p D~::~~~~::\'" ::= :~q~S:JGR-:-P:::]~~
ABSTRAl:j D.~ PI:;S -- i..:Sc.WA'f COr\S:rt~C7ION
.., ,1'1
S. A. o. 201-080-01 BIDS RECEIVED r;:R:~ 22. 1986
) GRADING, OAV:NG H~D BRIDGE NO. 70513 LOCATED ON ~GR;;S ETlET, PRIOR LAl'.E, /!IN. .,
ENGINEER'S
EST I !l'ATE S. W.~. INC. ATLAS PILE DR:VI';S . It. G. ASTLEFORD INC. Lit'ETTl 'SONS, Ire
'1 LI~E lTE,~ APPROX. ~) c',
\0. NO. rml DESCRIPTION oo:i'lT lTY UNIT PRICE A:~O\JNT PRICE A~OU!'lT PRICE A"OtX PRICE I\'!DUII\T PRICE AMQOO
.j
1 2021.501 MOBI~IZATION 1.00 L~P S~ 7500.00 7500.00 13000.00 13000.00 15100.00 1510(.00 1~.00 HOOO.oo 1??oo.00 1??oo.00 I. the undersigned certify that this )
2 2101.502 ClB1RINE 16.00 TREE 150.00 2400.00 10.(>0 160.00 50.00 8("\00 25.00 400.00 25.00 400. 00 abstract is a correct tabulation of
3 2101.507 GillJllBING 16.00 TREE 150.00 2400.00 10.00 160.00 50.00 BOO.. 25.00 400.00 25.00 400.00 all bids received on this project ,
) 4 2104. 50S R9Il\IE B liL'fI!IIWS PHVS~NT llJb.OO SQ. YD, 2.00 2260. 00 2.00 2260. 00 1.25 1412.W 2.50 2825. 00 1.32 1491.&0 and that to the best of my knowledge .}
:; 21 os. 50: COII\IlIIlN EX CAVATl ON 139.00 CU. YD. 2.00 278. 00 3.00 417.00 4.00 S:6.Q6 6.00 834. 00 3.86 536. 54 and belief the 1 egal requirements
6 2105.507 SUBeRADE EXCAVATION 1092.00 CU. YD. 3.50 3822. (>0 3.00 3276.00 4.00 4363. QO 6.00 6552. 00 3.86 4215.12 relating to competi tive bi ddi ng on
~l 7 2105.521 GRIlNULAR BORJlt)j (C. v. ) 1044.00 CU. YD, 7.00 7308. 00 5.00 5220.00 7.00 7308.00 &.00 f>2f.4.00 4.49 4687.$ public projects have been complied ..;) .j
8 2105.525 TOPSOiL BORROW (c. V.) 177.00 CU. YD. 7.50 1327.50 8.00 141&.00 12.00 21210,00 8.00 141&.00 8.00 1416.00 with: that said bids were opened in :t
9 2211.503 AGGREGATE !lASE PlllCED, CL. 5 125.00 CU. YD. 15.00 1875.00 7.00 875.00 12.00 1500.. 12.00 1500.00 12.00 1500.00 public and award has been made to
10 2331.504 BITUMINOUS Il\ATERIAL FOR M:xTURE 8. 00 TON 225. 00 1 BOO. 00 170.00 13&0.00 170.00 1360.00 170.00 1360.00 170.00 1360. 00 the lowest responsible bidder. ,]
11 2331.514 BASE CDURSE MIXTURE 173. 00 TON 15.00 2595.00 20.00 3460. 00 20.00 3460. ilO 20.00 3460.00 22.00 3806.00 K"-Q L, D~/PE: I.
12 2341. 504 BITUMINOUS i'lATERIAL FOR MI f'1JRE 5. 00 TON 225.00 1125.00 170.00 850.00 170.00 850. dO 170.00 850.00 170.00 850. 00
13 2341.508 WEARING COURSE MIXTURE 86. 00 TON 35.00 3010.00 24.00 2064.00 20.00 1720.00 24.00 2064. 00 25.00 2150.00 4-'30-BG. ~)
14 2357.502 BIT\JIIIItlljUS Il\ATERIAL FDR TACK COAT 52. 00 GALLON 2.00 104.00 1.00 52.00 1.00 52.110 1.00 52.00 1.00 52.00
15 2442. 50~ REl!OVE OLD BRIDGE 1.00 LlJ1IlP SUfI! 2500.00 2500.00 1000.00 1000.00 3400. 00 3400. do 15000.00 15000.00 25000.00 2SOOO.00
16 2506.51! RECONSTRUCT ~ClES 2. &0 UN. FT. 180.00 468. 00 100.00 260.00 250. 00 650. 00 200.00 520.00 315.00 81'3.00
172511.501 RANDOl'! RIPRAP. CL. !! 39'3.00 CU. YD. 30.00 11970.00 24.00 9576.00 34.00 13556.00 22.00 8778.00 30.00 11970,00
182511.515 SEOTEXTlLE FILTER 1200.00 SQ. YD. 3.00 3600. 00 3.00 3&00.00 4.50 5400.110 1.70 2040.00 1.20 1440.00
19 2575.505 SODDING 794.00 sa. YD. 1.50 1191.00 4.00 3176.00 3.50 2779.00 2.50 1985. 00 1.25 9'32.50 ~3)
20 0553. 501 TRllFFIC CONTROL 1.00 LUi'lP SUI'! 2!J(J(J.OO 2000.00 3500. 00 3500.00 3000.00 3000.110 3000. 00 3000.00 4000. 00 4000.00
------- ---------- ...-------- -------
'J 21 SUBTOTAL "R" 5'3533. 50 55&82.00 70205.50 73300.00 77086.32
I.,
Lords Street Job No. S .A. P. 201-080-01
Municipal State-Aid Street--City Street
Class of Work Construct Bridge No. 70513
Po
ST A TE OF MINNESOTA
CITY OF Prior Lake
PROPOSAL FOR HIGHWAY CONSTRUCTION
.f\TLR3 P \ LE. nR\\}{ "-lEi CO.
( Name)
60)( 1\/ f(OGSRS M 1\.' 55374
. ,
(Address)
Proposal of
To furnish and deliver all materials and to perform all work, in accordance with the Contract,
the Plans and the approved MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD
SPECIFICA TlONS FOR CONSTRUCTION", 1983 Edition, on file in the office of the City Clerk,
except as modified or altered in the "Special Provisions" contained herein, for the improvement
of a certain section of Lords Street in the City of
Prior Lake Municipal,~hate-AidS~6EEet--City Street County, State
of Minnesota, Job No. S.A.P. 201-080-01 .' on which proposals will be received until 10:00
o'clock A. M., on the 22nd day of April J 19 86 ; this work
being located between Fairbanks Street and Smiley Road
and ,Station 0 + 89.00 to Station 5 + 50.0
being approximately 0.087 miles in length, as indicated in the Plans approved July 8. 1985
and , Station to Station
being approximately miles in length, as indicated in the Plans approved
and , Station to Station
being approximately miles in length, as indicated in the Plans approved
J
NOTICE TO BIDDERS:
In submitting a bid, you must return this complete proposal. You must
initial changes made in the Schedule of Prices in the Proposal, and
acknowledge Addendums on the back cover sheet.
I certify that this Proposal was prepared by me or under my direct supervision and that I am a
registered Professional Engineer under the laws of the State of Minnesota.
~L~
Reg. No. iSq~1 Date '3-?4-~
.-
aid rigging is a serious crime. If you have any information concerning collusive bidding even a request
to submit a complimentary bid, please call the Minnesota Attorney General's Office at telephone no.
612-296-2650.
FOR SPECIAL PROVISIONS, SEE ATTACHED SHEE TS
To the City Council of the City of Pr \ ()y ~ t-e in
County, Minnesota:
S co-tt
Sirs:
In accordance with the advertisement of the City Clerk, inviting proposals for the
improvement of the section of highway hereinbefore named, and in conformity with the
Contract, Plans, Specifications and Special Provisions pertaining thereto, on file in the
office of the City Clerk:
"" (We) hereby certify that" (we) (_ (are) the only person(s) interested in this
proposal as principal \?>\r1Ae. y-~ ; that this proposal is made and submitted
without fraud or collusion with any other person, firm or corporation whatsoever; that an
examination has been made of the site of the work and the Contract Form, together with
the Plans, Specifications and Sepcial Provisions pertaining thereto.
. (We) understand that the quantities of work shown herein are approximate only and
are subject to increase or decrease; that all quantities of work, whether increased or
decreased within the limits specified in 1903 of the Specifications, are to be performed at
the unit prices shown on the attached schedule; and that, at the time of opening bids, totals
only will be read, but that comparison of bids will be based on the correct summation of
item totals obtained from the unit prices bid, as provided in 1301 of the Specifications.
~ (We) propose to furnish all necessary machinery, equipment, tools, labor and other
means of construction and to furnish all materials specified, in the manner and at the time
prescribed, all in accordance with terms of the Contract and the Plans. Sepcifications, and
Special Provisions forming a part thereof.
. (We) further propose to do all extra work which may be required to complete the
contemplated improvement, at unit prices or lump sums to be agreed upon in writing prior to
starting such work; or, if such prices or sums cannot be agreed upon, to perform such work
on a "Force Account" basis, all as provided in 1904 of the Specifications.
W(We) further propose to execute the form of Contract and to furnish a Contract Bond
in the amount of the Contract, within ten (10) days of the acceptance of this proposal, as
security for the construction and completion of the work in accordance with the terms of
the Contract, Plans, Specifications and Special Provisions, as provided in 1305 and 1306 of
the Specifications.
.g (We) further propose to guarantee all work performed under this Contract to be done
in accordance with the Plans, Specifications and Special Provisions and in a good and
workmanlike manner; and to renew or repair any work which may be rejected, due to
defective materials or workmanship, prior to final completion and acceptance of the project
by the City Council.
tI (We) agree to all the provisions of Minnesota Statutes 1969, Sec. 181.59.
.. (We) further propose to begin work on or before Mo...'-t Z 0 I
19 8L and to prosecute said work so as to complete the same on &r before ~u l,", II I
1 9 tt>~ . .oJ
Project No.
S.A.P. 201-080-01
\ Q. ::2.. . 5 / Z CDS
G RAND TOTAL $ U ...J <a
PROPOSAL GUARANTY required by 1208 of the Specifications:
::"A (certified check) (bond), prepared as required by 1208 of the Specifications and payable to the City
Clerk of said City, in an amount equal to at least 5% of the total amount of the bid as computed in
accordance with 1301 of the Specifications is submitted herewith as a proposal guaranty. (See attached
-copy of approved Bid Bond Form).
It is agreed by the undersigned that this Proposal Guaranty will be forfeited as provided in 1307 of the
Specifications in the event this proposal is accepted and the prescribed "non-collusion affidavit" (as
described in 1302 of the Specifications), the Contract and the Contract Bond are not executed."
RECEIPT OF ADDENDA as required by 1210 of the Specifications:
The undersigned hereby acknowledges receipt of Addendum No.
Addendum No. Dated
#0 IV ~ Dated
Addendum No.
Da ted
, Addendum No.
Dated
Signed
EXECUTION OF PROPOSAL as required by 1206 of the Specifications:
This proposal dated the day of t 19
Signed: , P.O. Address
Signed: , P.O. Address
doing business under the name and style of
Signed: , for
as an indiv idual.
an individual
a partnership.
NAME
8USINESS ADDRESS
Signed:
incorporated under the laws of the State of
Name of President 6. E. <. c::'rA N AI I3-IGh
Name of Vice-President AI. jJe-A-~O;U
Name of Secretary --1AJ. ~ 0 A..J
. Name of Treasurer 7:J. PI?rE12s0 I\.J
A#~~for
~c2:4 ~~,
.. L/
~Add ~ 117-
Busmess ress
, a corporation,
Business Address
Business Address
Business Address
~el"'~MN
~
~
,Q~
.s-S-3~
(NOTE: Signatures shall comply with 1206 of the Specifications.)
'1
Lords Street Job No. S.A.P.201-08o-01
Municipal State-Aid Street--City Street
Class of Work Construct Bridge No. 70513
Proposal of
5T ATE OF MINNESOTA
CITY OF Prior Lake
PROPOSAL FOR HIGHWAY CONSTRUCTION
ATLAS PILE DRIVING CO.
(Name)
PO Box 117 Rogers, Minnesota 55374
(Address)
To furnish and deliver all materials and to perform all work, in accordance with the Contract,
the Plans and the approved MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD
SPECIFICATIONS FOR CONSTRUCTION", 1983 Edition, on file in the office of the City Clerk,
except as modified or altered in the "Special Provisions" contained herein, for the improvement
of a certain section of Lords Street in the City of
Prior Lake Municipal.) s.J.ate-AidS~a~~et--City Street County, State
of Minnesota, Job No. S .A.P. 201-080-01 , on which proposals will be received until 10 :00
o'clock A. M., on the 22nd day of April , 19 86 ; this work
being located between Fairbanks Street and Smiley Road
and ,Station 0 + 89.00 to Station 5 + 50.0
being approximately 0.087 miles in length, as indicated in the Plans approved July 8. 1985
and , Station to Station
being approximately miles in length, as indicated in the Plans approved
and , Station to Station
being approximately miles in length, as indicated in the Plans approved
NOTICE TO BIDDERS:
In submitting a bid, you must return this complete proposal. You must
inj.tial changes made in the Schedule of Prices in the Proposal, and
acknowledge Addendums on the back cover sheet.
. .
I certify that this Proposal was prepared by me or under my direct supervision and that I am a
registered Professional Engineer under the laws of the State of Minnesota;
~ L ,OJk
Reg. No. ~I Date "3--:z.4-...~
-
Bid rigging is a serious crime. U you have any information concerning collusive bidding even a request
to submit a complimentary bid, please call the Minnesota Attorney General's Office at telephone no.
612-296-2650.
FOR SPECIAL PROVISIONS, SEE ATTACHED SHEETS
-......
SCHEDULE OF PRICES
S.A.P. 201-080-01
Pag_
1
BIDDER MUST FILL IN UNIT PRICES IN NUMERALS: MAKE EXTENSION FOR EACH
ITEM AND TOTAL. FOR COMPLETE INFORMATION CONCERNING THESE ITEMS, SEE PLANS
AND SPECIFICATIONS, INCLUDING SPECIAL PROVISIONS.
ITEM NO.
==================================-=..==._====_.-=......==_....===-=====...=
ITEM DESCRIPTION AND
UNIT OF MEASURE
APPROX.
QUANTITY
:UNIT PRICE:
$$$.00
AMOUNT
$$$.00
2021.501
S...=====.========.~====_===~==.==S=..=.=K..=.K====.=..........c=a...==z._=_
Mobilization
1
\ '5) \ eo~ lS \6t)~
J
2101.502
========== =============================. ====........:.......... ..........
Soo. ~
Lump Sua
Clearing
16
5o~
2101.507
..======:: =========_========c=========== _=======_==_'=========_ ==========
8oo.~
Tree
Grubbing'
16
5o~
2104.505
=========='======================:======= ============ ========== ==========
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CITY OF PRIOR LAKE
~
IDl'ICE OF PUBLIC HEARIm
PRQJECl' 86-14
WRD'S ::il.".KJ:jtil." BRIDGE IMPRCNEMEm'
AND
APPUlO.'u'l'ANl' WORK
IN '!HE
CITY OF PRIOR LAKE. S<XYl'T COUNl'Y. MINNEsaI'A
Notice is hereby given that the City Council of the City of Prior Lake,
Minnesota will meet in the COuncil Chambers in City Hall on Tuesday, the 18th
day of February, 1986 at 8 o'clock P.M. to consider the construction of the
Lord's street Bridge and QP~rtenant work in the City of Prior Lake. The total
cost of the project is $222,417.71.
The area proposed to be assessed is every lot, piece and parcel benefitting from
said ~provement, whether abuttinq or not, within the followinq described areas:
The east 800 feet of the northwest 1/ 4 and the north 2000 feet of the west
1/2 of the northeast 1/4 of Section 35, Township 115 North, Range 22 West.
This area is more cYl........lly known as Martinson Island or Lord's Island.
The COuncil proposes to proceed under the authority qranted by Chapter 429
M.S.A.
All persons desirinqto be heard with reference to the proposed improvement will
be heard at this meetinq. Written or oral comments will be considered.
Dated: January 28, 1986
By Order of the City COuncil
719 ~ .
.. ,. ./ ;1...
~4<-~a '::.. ':'..c~_
Michael A. McGuire, City Manaqer
Published in the Prior. Lake American on
February 3 and February 10, 1986
(612) 447-4230 4629 DAKOTA STREET S.E. P.O. BOX 359 PRIOR LAKE, MINNESOTA 55372
CITY OF PRIOR LAKE
~
MEM)
TO:
MIKE McGUIRE
LARRY ANDERSON
LORD' S b'!'~~'!' BRIDGE FEASIBILITY STUDY
JANUARY 21, 1986
FIOl:
RE:
DATE :
Enclosed please find a copy of the feasibility report Project 86-14 and two
reports fran Bakke Kopp Ballou & McFarlin, Inc. dated May 15, 1981 and November
27, 1981. The two reports fran the consulting engineer review the history of
the project quite well. Since 1981 the residents thru information meetings have
selected the three span timber structure as the preferred alternative. Funding
thru the Minnesota Department of Transportation {MnOOl'} has becane available.
The area of concern then and probably still exists is the method of funding for
the portion not covered by MnDOT. The feasibility study utilizes a unit
assessment with the City paying for the guard rail and one unit for the ice
fishing access.
Engineering staff will 'present additional information at the COuncil meeting.
If the COuncil finds the report acceptable, the action required is to proceed as
follows:
1. Make a motion approving the feasibility study dated January 17,
1986 for Project No. 86-14.
2. Make a motion establishing a public hearing for the Lord's Street
Bridge Project NO. 86-14 on February 18, 1986 at 8:00 P.M.
(612) 447-4230 4629 DAKOTA STREET S.E. P.O. BOX 359 PRIOR LAKE, MINNESOTA 55372
'.T-".
FEASIBILITY REPORT
PRELIMINARY REPORl' AND ESTIMATE OF COST
FOR 'IRE
CITY OF PRIOR LAKE, MINNESOI'A
PUBLIC IMPRO\7EMENl' PRQJEC!' NO. 86-14
WID'S ~:)"J.l'(~ril' BRIOOE CONo'l'.KlJCl'ION & APPURl'ENANl' Wu.KL'l.
JANUARY 17, 1986
I TYPE OF Wu!<K:
The general nature of the work is the replacement of the Lord's Street bridge.
II IDCATION OF PROJECl':
The structure is on Lord's Street leading to the area canmonly known as
Martinson Island or wrd' s Island.
I,ll DESCRIPl'ION OF PROJECl':
The improvement will consist of the removal of the existing structure and the
construction of a three span timber bridge. The roadway approaches will be
widened and a bituminous surface placed. Guard rails will be installed on the
roadway approaches.
IV I..EmI'H OF PROJECl't
The proposed bridge is seventy two feet in length and the project area is 500
feet long.
V FFAS1J3ILITY:
From an engineering standpoint, this project is feasible and can be accomplished
as proposed and not in conjunction with any other project.
VI ESTIMATED ~
The estimated project cost including 26% indirect costs is $222,417.71.
VII PROPERrY TO BE ASSESSED:
The area proposed to be assessed is every lot, piece and parcel benefitting from
said improvement, whether abutting or not, within the following described areas:
The east 800 feet of the northwest 1/4 and the north 2000 feet of the
west 1/2 of the northeast 1/4 of Section 35, Township 115 North, Range
22 west.
This area is more commonly known as Martinson Island or Lord's Island.
VII ESTIMATED ASSESSMENI':
The improvement will be assessed on a unit basis as follows:
NUmber of Assessable Units**
$222,417.71
112,064.50
6.300~00
$104,053.21
43
$ 2,419.84
Project Cost
MnOOI' participation (structure)
Guard Rail*
Remaining Cost
UNIT ASSESSMENT
* The guard rail improvements should be done regardless of the project
and therefore the cost will be borne by the City.
** Includes one unit that is used for a public access for ice fishing.
{DST SUMMARY
Minnesota DeparLucut of Transportation
City Share
Assessable
Total
$112,064.50
8,719.93
101.633~28
$222,417.71
I hereby certify that this plan, specification or report was prepared
by me or under nw direct supervision and that I am a duly Registered
Professional Engineer under the laws of the State of Minnesota.
c~L:/~~.~/
~c::/" Larry J. Anderson, P.E.
Date: January 17, 1986 Reg. No. 010609
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LORD'S STR ET BRIDGE
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PROJEC 86-14
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LAKE
~\RTINSON-LORDS ISLAND BRIDGE
POSITION STATEPENT
July 1981
THE FOLLO\rJINJ IS TO BE A MATTER OF RECORD:
\ifE, THE BELOVJ LISTED PROPERTY mINERS OF i'ARTINSON AND LORDS ISLANDS, REQ.UEST
'fHE PRIOR LAKE CITY COTlNCIL TO TABlE FURTHER INVESTIGATION AND EXPENDITURES
ON THE CURRENT NEVI BRIDGE PROPOSAL.
vIE CHARGE TI{E PRIOR Ll'1KE CITY COUNCIL \^TITH INVESTIGATION INTO AN ALTERNATIVE
PLAN OF ACTION THAT lI!OULD r,TODIFY THE MARTINSON AND LORDS ISLANDS BRIDGE BASED
ON A LANDFILL A?ID CUVIERT SYSTEM, AND TUAT TFTS PROPOSED ALTERNATE PLAN BE
GTVEN CAREFUL STTlDY BY T:,E PRIOR LA;'E CITY COUNCIL.
RES IDEl-,T
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A Petition to the Prior Lake City Council
We, the undersign~d prop~rty owners and re.id~nts of Lord's and
Martinson Islands, do formally register our prote3t to the following
i SI\lt~ S .
1. Tlle continuing attempt to replace tne present bridge connecting
the maia shore to Martinson Island.
Man}" pre'Yious council meetings Ita..... had this subject debated hea...ily.
Engineering details, safety discussions, co~t estimates and traffic
flows w..re all a part of these meetings and as a result, the pre'Yious
bridge project waa abandoned. Now, it is resurrected a.ga.inst the
wish~s and desires of those it would ser...e.
There is no n~ed for this capital expenditure a.nd we ...ehemently oppose
any further action on a. new bridge project.
2. A public access to Prior Lake on eitker Lord's or Martinson Island.
There are no suitable areaS for egress/ingress, on either island, that
would not constitute a. hazard to the populac1! or property.
The streets, by city code, are too restricted to allow parking of
'Yekieles, powered and unpow~r~d.
Ther.forft~we oppose the propoe~! or a nubIic acee~. to the lake.
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FEASmILITY REroRT
~ER 18, 1985
PRELIMINARY lttirvKL' AND ESTIMATE OF mST
FOR '!HE
CITY OF PRIOR LAKE, MINNESOrA
RJBLIC IMPR!NEMENT PROJECl' NO. 86-13
~.Ll:U:il:i.L' IMPROJEME:NT & APRlKU:!.J.-mNT WORK
GREEN HEIGHTS TRAIL
lUlEMBER 18, 1985
I TYPE OF WORK:
'!he general nature of the improvement is the bituminous surfacing and installation
of concrete curb on the existing street generally known as Green Heights Trail.
II ~ION OF PRGJECl':
'!he street included in this project is Green Heights Trail.
III DESCRIPI1QN OF PROJECl't
Green Heights Trail is a gravel street and would be paved, and include SL _lIIountable
0412 concrete curb and gutter.
IV I.Er'G'lH OF PRO]ECl':
'!he proposed project consists of approximately 525 lineal feet of bituminous :p:lved
street, and storm sewer.
V FEAS:wJL]:TY:
Fran an engineering standpoint, this project is feasible and can be aC\"vm~ished as
proposed and not in conjunction with any other project.
VI ESTIMATED CDST:
'!he estimated project cost including 25% indirect costs is $79,150.00. This cost
does not include any right of way a<XJuistion. Right of way a<XJuistion is required
for this project.
.YII PRu.t:"hl'u:f ID BE ASSRc;SED:
'!he area proposed to be assessed is every lot, piece and parcel benefitting from said
improvement, whether abutting or not, within the following described areas:
In the northeast 1/4 of the southeast 1/4 of Section 3, Township 114
~rth, Range 22 West, Lots 1 thru 2", Green Heights.
ID E:S'1.'IlmTED ASSESSMENT:
'!he improvement will be assessed on a front footage basis as follows:
.!BfA
.maJEC[' <mJ:
Green Heights Trail
$79,15".""
ABfA
ASSESSABLE FR.C:NrN;E
846 feet
ASSESSMENT RATE
$93.56 per foot
Green Heights Trail
rate:
I hereby certify that this plan, specification or rep:>rt
was prepared by me or moor ~ direct supervision and
that I am a duly Registered Professional Engineer under
the laws of the State of Minnesota.
~~~/
- ~ Larry J. Anderson, P. E.
November 18, 1985
Reg. N:>. "1"6"9
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