HomeMy WebLinkAbout4C - Campbell Massage License
AGENDA #
PREPARED BY:
SUBJECT:
DATE:
4C
LAURIE DA VIS-FRIEDGES
RENEWAL APPLICATION FOR MASSAGE THERAPY OF
LAURIE 1. CAMPBELL
SEPTEMBER 3, 1996
INTRODUCTION:
Laurie J. Campbell of 16420 Mandan Ave. SE in Prior Lake is
applying for renewal of her Personal Massage Therapy License
in order to conduct massage therapy in her home.
BACKGROUND:
City ordinance provides that Ms. Campbell must renew her
license in the same manner as provided for the original
application with the City Council. Ms. Campbell has provided
the required information as per the application and paid the
necessary massage therapy license fee. The Prior Lake. Police
Department has reported zero complaints or concerns regarding
Ms. Campbell's Massage Therapy License for the previous year.
DISCUSSION:
The Massage Therapy ordinance is currently under the review
process to determine if there is a need for a business license
along with the personal massage therapy license. Ms. Campbell
does not need a business license concurrent with her personal
license because she is conducting massage therapy out of her
home rather than out of an existing business. Ms. Campbell was
granted a home occupation permit on August 28, 1995 to
conduct massage therapy services.
ISSUES:
Until the disposition of the ordinance amendment is resolved
Ms. Campbell's fee for massage therapy could be pro-rated until
December 31, 1996. Currently her license is scheduled to expire
on September 3rd, which is one calendar year from the date of
her original application to the City Council.
ALTERNATIVES:
The Prior Lake City Council has the following alternatives:
1. Remove the item from the consent agenda for further
discussion.
2. Adopt a motion as part of the consent agenda approving the
Massage Therapy license renewal for Laurie J. Campbell
from September 3, 1996 to December 3 1, 1996 with a pro-
rated license fee.
3. Deny the renewal application of Laurie J. Campbell.
16200 ~~<n., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
'-
CONSENT AGENDA #:
PREPARED BY:
SUBJECT:
DATE:
INTRODUCTION:
DISCUSSION:
4 D (1 AND 2)
JOHN WINGARD, ASST. CITY ENGINEER
CONSIDER APPROVAL OF FINAL PAYMENT FOR
CARRIAGE HILLS PARKWAY, PHASE ONE,
PROJECT 93-02 AND CARRIAGE HILLS PARKWAY,
PHASE TWO, PROJECT 95-05.
SEPTEMBER 3, 1996
The purpose of this agenda item is to request the City
Council to authorize the final payment of$8,910.00 to S.M.
Hentges and Sons for Carriage Hills Parkway Phase I and
$3,000.00 to McNamara Contracting for Carriage Hills
Parkway Phase II.
Tom Roushar, MSA project engineer, approved the final
payments as shown on the enclosed payment vouchers
dated June 27 and 28, 1996.
Carriage Hills Parkway, Phase One, Project 93-02
Project 93-02 is the segment of Carriage Hills Parkway
from CSAH 21 easterly to Pike Lake Trail along the north
side of the Carriage Hill Addition.
The original project cost was $512,513.30. There was a
change order in the amount of $17,767.80, which raised the
contract amount to $530,281.10. The final actual project
cost, including this voucher, is $496,893.83 which is
$15,619.47 or 3% under the original project cost and
$33,387.27 or 7% under the contract amount including the
change order. The final payment is $8,910.00 of which
$910 is for a concrete median and the balance of $8,000 is
the remaining retainage for this contract.
Carriage Hills Parkway, Phase Two, Project 95-05
Project 95-05 is the segment of Carriage Hills Parkway
from Pike Lake Trail easterly to Bluebird Trail along the
north side of the Knob Hill development.
16200 Eagle Creek Ave. S.E., Prior Lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQUAL OPPORTUNITY EMPLOYER
"
The original project cost was $270,948.29. The final actual
project cost, including this voucher, is $260,476.92 which
is $10,471.37 or 4% under the contract amount. The final
payment is $3,000 which is the balance of retain age for this
contract.
ISSUES:
The staff and MSA Consulting Engineers worked hard to
assure that the final contract amounts for both projects are
below the original engineer's estimate and original contract
amount. Carriage Hills Parkway is an important addition to
the City's collector street system. Payment of these final
project amounts initiates a twelve month guarantee period
for the road construction work which is secured by a
performance bond. The performance bond shall remain in
full force and effect through the one year guarantee period.
ALTERNATIVES:
The alternatives are as follows:
1. Approve the Final Pay Voucher for $8,910,00 to
S.M. Hentges & Sons, Inc. and approve the final
pay voucher of$3,000 to McNamara Contracting,
Inc.
2. Table this item for specific reason.
RECOMMENDATION: The recommendation is to approve alternative No.1.
ACTION REQUIRED:
Make a motion to
recommended.
the final payments as
G:/agend96/agchpky .doc
CON~lJCTlON PAYMENT VOlJCHER.
/
Estimate Voucher No.
9 (FINAL)
For Period Ending:
JUNE 28, 1996
Date: JUNE 28, 1996
C.P. Number:
S.A.P.:
93-02
201-106-03
10;
Class of Work: CARRIAGE HaLS PARKWAY
For:
CITY OF PRIOR LAKE
To:
S. M. HENTGES & SONS, INC.
650 QUAKER AVENUE, SUITE 200, P.O. BOX 69
JORDAN, MN 55352
A.
B.
C.
D.
E.
F.
G.
H.
1.
J.
Original ContraCt Amount
Total Additions
Total Deductions
Total Funds Encumbered
Total Value of Work Certified to Date
Less Retained Percentage
Less Total Previous Payments
Approved for Payment, This Report
Total Payment Including This Voucher
Balance Carried Forward
$
$
$
$
512,513.30
17,767.80
0.00
530,281.10
o
%
$
$-
$
$
$
$
496,893.83
0.00
487,983.83
8,910.00
496,893.83
33,387 .27
APPROVALS
Pursuant to our field observation, as performed in accordance with our contraCt, we hereby certify thal the
materials are satisfactory and the work properly performed in accordance with the plans and specifi-
cations and that the total work is 100 % completed as of June 28, 1996. I hereby recommend
payment of this voucher.
Project Engineer Approval:
~ '--IO.~~~ ~~ ~"'A.~""__ )
THOMAS A. ROUSHAR, P .E.
This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work
certified herein is a fair approximate estimate for the period covered by this voucher.
ContraCtor:
Signed by:
Date:
Title:
CITY OF PRIOR LAKE
~~ ~.':\A~l-
~ oucher Checked By ,
Approved for Payment:
Authorized Representative
Date
e-2-2 ~(o
t;O( - ~e\\1)- 5'01
Date
102003VH.XLS
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If
FINAL PAYMENT ESTIMATE
NO. , (FINAL)
FROM: JUNE 6, 1996
TO: JUNE 28, 1996
CONTRACTOR: S.M. HENTGES cl SONS, INC.
ADDRESS: 6SO QUAKER AVENUE, SUITE 200, P.O. BOX 69, JORDAN, MN 55352
OWNER: CITY OF PRIOR LAKE
PROJECT: CARRIAGE HILLS PARKWAY (102-003-20)
COMPLETION DATE
ORIGINAL: JUNE 23, 1995
REVISED: SEPTEMBER 29, 1995
AMOUNT OF CONTRACT
ORIGINAL: $ 512,513.30
REVISED: $ 530,281.10
2
3
4
5
6
- 7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
SCHEDULE 1.0 STREET CONSTRUCTION
MOBILAZA nON
CLEARING
GRUBBING
REMOVE CONCRETE CURB AND GUTIER
REMOVE 12" PVC CULVERT
REMOVE BITUMINOUS PAVEMENT
COMMON EXCA V AnON
COMMON BORROW (EV)
AGGREGATEBASE,CLASS5
MILL BITUMINOUS SURFACE
TYPE 41A, WEAR COURSE MIXTURE
TYPE 31B, BASE COURSE MIXTURE
BITUMINOUS BIKEPATH
BITUMINOUS MATERIAL FOR TACK COAT
24" RC PIPE APRONI WITH TRASH GUARD
27" RC PIPE APRONI WITH TRASH GUARD
6" CLAY TILE
1l" RC PIPE SEWER, DESIGN 3006 CL IV
15" RC PIPE SEWER, DESIGN 3006 CL IV
18" RC PIPE SEWER, DESIGN 3006 CL III
27" RC PIPE SEWER, DESIGN 3006 CL III
27" x 24" RCP REDUCER
CONNECT TO EXISTING WATER MAIN
LOWER 16" DIP WATER MAIN
HYDRANT WITH 6" GATE VALVE
6" WATER MAIN - DUCTILE IRON CL 52
8' WATER MAIN - DUCTILE IRON CL 52
16' WATER MAIN . DUCTILE IRON CL 51
DUCTILE IRON FIlTINGS
CONST. DRAIN. STRUCTURE DESIGN 48-4020
CONST. DRAIN. STRUCTURE DESIGN 60-4020
CONST. DRAIN. STRUCTURE DESIGN SPECIA
LS
ACRE
ACRE
LF
LF
SY
CY
CY
TON
SY
TON
TON
SY
GAL
EA
EA
LF
LF
LF
LF
LF
EA
EA
LF
EA
LF
LF
LF
LBS
EA
EA
EA
1.5
1.5
50
52
290
29832
5000
10858
25
1123
2136
2209
597
150
17
881
1186
946
10
410
39
1520
6
5
14
82
7.000.00
1,250.00
1,250.00
2.00
5.00
2.00
1.50
1.50
6.25
5.00
20.00
21.00
6.50
1.50
750.00
900.00
10.00
17.00
20.00
22.00
33.00
450.00
150.00
30.00
1,750.00
14.00
17.00
30.00
1.50
1,200.00
2,500.00
950.00
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00.
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00 7,000.00
2.20 2,750.00
2.20 2,750.00
80.00 160.00
52.00 260.00
240.00 480.00
29,832.00 44,748.00
12,520.00 18,780.00
10,983.49 68,646.81
53.47 267.35
1,189.45 23,789.00
1,993.08 41,854.68
2,187.00 14,215.50
377.00 56S.50
1.00 750.00
1.00 900.00
0.00 0.00
0.00 0.00
866.00 17,320.00
1,189.00 26,158.00
950.00 31,350.00
1.00 450.00
1.00 150.00
t 10.00 3,300.00
3.00 5,250.00
19.00 266.00
406.00 6,902.00
39.00 1,170.00
1,707.00 2,560.50
7.00 8,400.00
5.00 12,500.00
13.00 12,350.00
(102-003-20)
.:- ~~_''''~':. ~..'~"~""'~:--"'.r.-:'~-""4lL-.-:-.--..'::'I'....'""';":,:-:~~.,"". ~_~-,"":;":~,_",,,,:-:,,:~,-,,~,,,,,,,,,___~~~"4""-';-:'_~~~~~~.~~~_.___.~,._....,,,,:",,_.~~.;""__......~ ._~.,. __.~~..... __-....... ...__._,~ .__.__........
102003#9.XLS
Pace 1
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
ADJUST FRAME AND RING CASTING
RANDOM RIP-RAP. CLASS 3
GRANULAR FILTER
CONNECT TO EXIST. DRAIN. STURUCTURE
ADJUST FRAME AND RING CASTING
4- CONCRETE WALK
CONCRETE CURB '" GUTTER, DESIGN B618
CONCRETE MEDIAN
8' CONC. DRIVEWAY PAVEMENT '" APRONS
PEDESTRIAN CURB RAMP
BITUMINOUS CURBING
PERMANENTBA~CADE
FURNISH '" INSTALL SIGN PANELS, TYPE C
PAVEMENT MESSAGE (LEFT ARROW)
BAIL CHECKS
SILT FENCE, HEAVY DUTY
CB SEDIMENT BARRIER DURING CONST.
SODDING. LAWN'" BOULEVARD
WOOD FIBER BLANKET. TYPE REGULAR
SEEDING WITH MIXTURE 500
PAVEMENT STRIPING. 4- EQUIV. WIDTH
SUBGRADE DENSITY TEST. INPLACE
CLASS 5 GRADA nON TEST
CLASS 5 PROCTOR TEST
CLASS 5 DENSITY TEST,INPLACE
CONC. CYL. COMPo TEST (SET OF THREE)
CONC. AIR ENTRAINMENT TEST
BITUMINOUS EXTRACTION
BITUMINOUS GRADA nON
BITUMINOUS AIR VOIDS
BITUMINOUS CORE DENSITY
T
SCHEDULE 1.0 STREET CONSTRUCTION-TOTAL
2
CHANGE ORDER NO. I
16- BUITERFLY VALVE
SUBGRADE EXCA V AnON
T
CHANGE ORDER NO. I-TOTAL
TOTAL TIUS PERIOD
TOTAL TO DATE
1 02003#9. XLS
.............~~~ ~ _ "So. __,..-. yo "'fl. "'"':~_.!""F~ "'-"
....~.......:r-,~.. ,;...~~~~~~....~~4 '1~. ~. r...~~~~.t:"'_.-...
EA
CY
CY
EA
LF
SF
LF
SY
SY
EA
LF
EA
SF
EA
EA
LF
EA
SY
SY
ACRE
LF
EA
EA
EA
EA
EA
EA
EA
EA
EA
EA
LS
CY
3
6.9
13.4
2
3.48
12745
9608
2968
18
2
379
4
171.5
12
100
6256
25
10062
6433
4
4216
31
6
4417
Page 2
11
12
12
2
8
6
6
200.00
50.00
15.00
500.00
150.00
1.50
5.40
13.00
35.00
100.00
4.00
300.00
14.00
25.00
6.50
2.50
45.00
1.40
1.10
950.00
1.00
30.00
45.00
75.00
40.00
100.00
100.00
75.00
75.00
120.00
100.00
1,250.00
3.40
o
o
o
o
o
o
o
70
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
0.00
0.00
0.00
0.00
0.00
0.00
0.00
910.00
0.00
0.00
0.00
0.00
0.00
O.QO
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
4.00 800.00
6.00 300.00
13.40 201.00
2.00 1,000.00
3.00 450.00
12,288.00 18,432.00
9,619.00 51.942.60
507.38 6,595.94
23.67 828.45
0.00 0.00
. 0.00 0.00
0.00 0.00
168.25 2,355.50
6.00 150.00
27.00 175.50
5,865.00 14.662.50
19.00 855.00
8.795.00 12.313.00
3.532.00 3.885.20
2.02 1,919.00
2.872.00 2,872.00
31.00 930.00
6.00 270.00
1.00 75.00
11.00 440.00
8.00 800.00
8.00 800.00
2.00 150.00
4.00 300.00
4.00 480.00
6.00 600.00
910.00
480.626.03
o
o
0.00
0.00
1.00 1,250.00
4,417.00 15.017.80
0.00
16.267.80
910.00
496,893.83
(l02-003-20)
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SCHEDULE 1.0 STREET CONSTRUcnON-TOTAL
CHANGE ORDER. NO. I-TOTAL
910.00
0.00
1IIIIIIlIIIIIll'IIiIIIIIIIIII'JllIllllllllllllIl;lllllllJIII1IIIIIIIfJIIlIIlIIIIIIII 1IIIIIIIIIIi'IIIIIIII.~lllllllllli 11111111111I111I11111111I1111111!lllj
AMOUNT EARNED 910.00 496.893.83
~\I\~~~\i~i\\MI~~~lI~\@\~i~il~ilii\j~Riilii~\j\j\MjI~i~i~ffi~j~~~ffi\j~~\~jM~jij~ ~\~j~l~ili~1~MIII~~f~)II~i\IIIIl~IIi1ili~)~)*~\~\I~M~~n~~\~1 :~i1i\~ili\\~~Jj~\~\~\~\~~\\~j~\~M\~\\~\\\\\\~~\\\\ij~i\~\m~\~
AMOUNT RETAINED M\~m1nIi\~I~IUI~jIf~IIM\~\\\I\\M\mII\~i~\;ii~ 0.00
I~\~\\i~j\I\~i\j\\i\~\\~i\~\IW\j~\~jr1\IIII\iI~lI\\\\\II~\\~iM\~im\~\\I\\Ij\I\\I lIUIIW\\\\\j\I\\U~I\I\\\lj\I\~\I~~\Ij\j\I\\\\\\IIj\Ij~~\\\Ii
MATERIAL ON SITE 0.00 0.00
\~~i\\\f~III\i\\\\\\jI~~IImIIj\I\i\~\Ij\\i\~\\\\j\I\~\IIIWj\j\~\~I\M\~\~Ij\\U\\\\~~\~UMj\\\\\\ I~II\~I\~I~mj~III~\iI]UIU\\~\~~mI~I~jillj\~~\\\]\\~~I~IIWI~\\W; ;1~lI\I\\\It\I\~~\I\~\~jUI~I\Iji\Ij\I\i\~HI~~\I\\tj\II
MATERIAL DEDUCT. 0.00 0.00
~Ii~~\i\~~i~IiI\iI\Ii\IiI\i~IIi\i\I~l~~~iliI\\@I\~~IIIlII\I~@I\I\I@\I\~\I\\\\\\\I\I~ I\\I\IIi\I~I~\II\\\\I~\I~\~~III~\IIII~I\\I\II\\\\\\I\\I\I~~\@\I~\\~I\\\\\\~II\I~ :\I\l\~\~\\\\\II~i~~)\\IIi\~\~IIjI\~\II\I\t\i\~\\t~\I\1\\\\
PREVIOUS PAYMENTS ................................... 487.983.83
Ijt\j@I\II\~I~\\\\Ii\~I\i~iI\\1i\i~\\~I\I\\I\~IiIIII~\~I@~iiItIiiIII~~\~II~IIiiI~ lIi~njIiI\I~IiIIIIliI~i~I\I\~\iIlI\~iIIIiIiI~i\IiiII\mIII ~iI\IIii\\iIjI~~\~IiIii\i\ijIIiIII\IiIjm\\j\I~iIniI~1I\t
AMOUNT DUE 8.910.00 8.910.00
~mmt~mmf~1f~~~~f~j~t;~;mm;1;jmtjmtmtmlmmmttt1~1~tlmmI;mImmmmm ;~~~~~~~~~~~~~~;;~~;;i;;;;;i;i~~;;m~~~mmmi;i;i;nm;i;i;~;i;i;;;;~~;i;i;i;;~i;i;i;~;~;i;i;i;iii;i;;;;;i;i;i;i;i;i;i;i~~ mi;~;i~i;i;i;i;i;i;i;i;t~;i;i;~;i;~;;~;~;i;i;~;~mi;i;i;i;i;~;i;;;i;i;i;i;i;;;i;i;i;;;~;ii;;;;i
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480,626.03
16,267.80
(102-003-20)
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CONSTRUCTION PAYMENT VOUCHER
,.
,
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Estimate Voucher No.
7 (Final)
For Period Ending:
June 27, 1996
Date:
June 28, 1996
C.P. Number:
S.A.P.:
95-05
201-106-04
Class of Work: Carriage Hills Parkway - Phase n
For:
City of Prior Lake
To:
McNamara Contracting, Inc.
5001 - 160m Street West
Rosemount, MN 55068
A. Original Contract Amount $ 270.948.29
B. Total Additions $ 0.00
C. Total Deductions $ 0.00
D. Total Funds Encumbered $ 270.948.29
E. Total Value of Work Certified to Date $ 260,476.92
F. Less Retained Percentage 0 % $ 0.00
G. Less Total Previous Payments $ 257,476.92
H. Approved for Payment, This Report $ 3,000.00
1. Total Payment Including This Voucher $ 260,476.92
J. Balance Carried Forward $ 10.471.37
APPROVALS
Pursuant to our field observation, as performed in accordance with our contract, we hereby certify that the
materials are satisfactory and the work properly performed in accordance with the plans and specifi-
cations and that the total work is 100% completed as of June 27, 1996. I hereby recommend payment
of this voucher.
Project Engineer Approval:
~:L~... -~ ~~~~~
-
THOMAS A. ROUSHAR, P.E.
This is to certify that to the best of my knowledge, information, and belief, the quantities and values of work
certified herein is a fair approximate estimate for the period covered by this voucher.
Contractor:
Signed by:
Date:
Title:
CITY OF PRIOR LAKE
Approved for Payment:
.j SL
I ~ j ,-
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q. \
vv oucher Checked By
Authorized Representative
~- '1-' q~
Date
S-C \
Date
4. r~, "1 '7 C.\
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102026VH.XLS
31 PAVEMENT MESSAGE (LEFT ARROW) EA 10 27.00 0.00 0.00 3.00 81.00
32 BALE CHECKS EA 77 8.40 0.00 0.00 12.00 100.80
33 SILT FENCE, HEAVY DUTY LF 450 3.00 0.00 0.00 SOI.OO 1,SQ3.00
34 CB SEDIMENT BARRIER DURING CONST. EA II 115.00 0.00 0.00 11.00 1,375.00
35 SODDING, LAWN&. BOULEVARD SY 7783 1.60 0.00 0.00 6,800.00 10,880.00
36 SEEDING AC 0.06 10,000.00 0.00 0.00 0.10 1,000.00
37 PAVEMENT STRIPING, 4- EQUIV. wmTII LF 3790 LOS 0.00 0.00 3,522.00 3,698.10
38 SUBGRADE DENSITY TEST, INPLACE EA 8 45.00 0.00 0.00 8.00 360.00
39 CLASS 5 GRADATION TEST EA 4 70.00 0.00 0.00 1.00 70.00
40 CLASS 5 PROCTOR TEST EA 77.00 0.00 0.00 1.00 77.00
41 CLASS 5 DENSITY TEST, INPLACE EA 8 28.00 0.00 0.00 10.00 280.00
42 CONC. CYL. COMPo TEST (SET OF 1lIREE) EA 16 29.00 0.00 0.00 14.00 406.00
43 CONC. AIR ENTRAINMENT TEST EA 16 51.00 0.00 0.00 12.00 684.00
44 CONC. SLUMP TEST EA 16 10.00 0.00 0.00 12.00 120.00
45 BITUMINOUS EXTRAcrION EA 2 74.00 0.00 0.00 3.00 222.00
46 BITUMINOUS GRADATION EA 6 74.00 0.00 0.00 7.00 518.00
47 BITUMINOUS AIR VOIDS EA 6 105.00 0.00 0.00 7.00 735.00
48 BITUMINOUS CORE DENSITY EA 6 55.00 0.00 0.00 7.00 385.00
T SCHEDULE 1.0 STREET CONSTRUCTION 0.00 260,476.92
TOTAL AMOUNT TIllS PERIOD
0.00
TOTAL AMOUNT TO DATE
260,476.92
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ITEM 6 Aurcgate Base Class 5 - 8243.06 tons bas been paid 85'1>> as a fmal amouIIl due to the gradation of the material being non-compliancc
with the specifications. However, considen:d acc:cptable to remain in place provided a 15'1>> deduct is given.
1 C11l1J.6I7.XLS
Pap 2
102.026-30
/
/
"
FINAL PAYMENT ESTIMATE
NO. 7 (FINAL)
FROM: JUNE 16,1996
TO: JUNE 27, 1996
CONTRAcroR: McNAMARA CONTRACTING, INC.
ADDRESS: 5001 - 1601lI STREET WEST, ROSEMOUNT, MN 5S068
OWNER: CITY OF PRIOR LAKE, MINNESOTA
PROJECT: CARRIAGE HIU.S PARKWAY. PHASE n (I02~3O)
COMPLETION DATE
ORIGINAL: SEPTEMBEIl9,1995
REVISED:
AMOUNT OF CONTRACT:
ORIGINAL S 270,948.29
REVISED
--
SCHEDULE 1 0 STREET CONSTRUCTION
2
'3
MOBIUZA TION
COMMON EXCA V A TION
COMMON BORROW
TOPSOIL BORROW
SUBGRADE PREPARATION
AGGREGATE BASE, CLASS 5
MILL BITUMINOUS SURFACE
TYPE 41A, WEAR COURSE MIXTURE
TYPE 31B, BASE COURSE MIXTIJRE
BITUMINOUS BlKEP A TII
BITUMINOUS MATERIAL FOR TACK COAT
15' RC PIPE APRONI WITH TRASH GUARD
18" RC PIPE APRONI WlTH TRASH GUARD
12" RC PIPE SEWER, DESIGN 3006 CL V
15" RC PIPE SEWER, DESIGN 3006 CL V
18" RC PIPE SEWER, DESIGN 3006 CL III
ADJUST GATE VALVE
CONST. DRAIN. STRUClURE DESIGN 434020
CONST. DRAIN. STRUCTURE DESIGN 72-4020
CONST. DRAIN. STRUCTURE DESIGN SPECIAL
ADJUST FRAME AND RING CASTING
RANDOM RIP-RAP, CLASS 3
GEOTEXTILE FABRIC CLASS IV
4" CONCRETE WALK
4" CONCRETE SIDEWALK SPECIAL
CONCRETE CURB ct GUTI'ER, DESIGN 8618
4" CONCRETE MEDIAN
CONCRETE PEDESTRIAN CURB RAMP
PERMANENT BARRICADE
FURNISH ct INSTALL SIGN PANELS, TYPE C
4
5
6
7
8
9
10
11
12
13
14
15
.16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
. '.__~_'"'W':' ~"'-~.-.' -._,-.,..-. '-.~~<!""~'''''''''''''t'''''"-...r.--~
I C11J12fI7.Xl.S
LS
CY
CY
CY
RDST A
TON
SY
TON
TON
SY
GAL
EA
EA
LF
LF
LF
EA
EA
EA
EA
EA
CY
SY
SF
SF
LF
SY
EA
EA
SF
1483
500
82S
40.2
8288
23
973
1807
1741
505
18
43
9400
1440
7532
291
12
10
134.25
Paae I
1,000.00
3.00
5.00
8.00
410
256
36
7
2
2
7
125.00
6.50
10.00
21.50
19.50
0.75
1.50
785.00
1,050.00
25.25
27.25
31.00
100.00
1,236.00
2,678.00
1,030.00
200.00
52.50
2.SO
1.60
6.00
5.75
15.00
140.00
220.00
13.75
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00 .
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
1.00
1,483.00
159.00
801.00
40.20
7.581.92
58.11
916.82
1.556.14
1,945.46
505.00
1.00
1.00
412.00
256.00
36.00
7.00
2.00
2.00
7.00
3.00
22.00
43.00
9.568.00
1,705.00
7,741.00
274.00
10.00
10.00
180.25
1,000.00
4,449.00
79S.00
6,408.00
5,025.00
49,282.48
581.10
19,711.63
30,344.73
1,459.10
757 .SO
785.00
1,050.00
10,403.00
6,976.00
1,116.00
700.00
2,472.00
5,356.00
7,210.00
600.00
1,155.00
107.SO
15,308.80
10,230.00
44.510.75
4,110.00
1,400.00
2,200.00
2,478.44
~. ~.-7~'-~'~":'r__J_- ....":'"-''7~r-~C"C'''':~~;, r,-,--:~~......-v- ~_ -..... "._ ____ ~__ _ .._
102~3O
/
.~
SCHEDULE 1.0 STREET CONSTRUCTION
0.00
260,476.92
111111111111111111111111111111111111111111I1111I11111111111111111111111111111111111111111111111111111111111111III; 11111111111111111111111111111111111,.1111111111111 .1111~IIIIIIIIIIIIIIJllllllllllllllf~1
AMOUNT EARNED 0.00 260,476.92
j1~tmm1U1~~fl~lm1jtM~~~j1jm1%%j1~~@m1j1%@~%j~l1@~M~j~11@1U~; ~~~*~;r~~~~~~~~~~~~~~~~~I~~~r~*~~~i~~~~~~I~I~~~~*~*~~~~;~;~~i~~~~;~;~~~;~;~~~~ ~~~~~~~~~~~r~~~*~~~~~~~~~~~~~~~~~;~~~;~;~~~~~~~~~~~~~~~~~~~~~I;~~~~~;~i
AMOUNT RETAINED ~~~~~~I~1ilil~m~~\I~\\m\mI~t~~mm~m1~\\jlti~i~;~~ 0.00
~~~I~~1~~~~~1~~~~rf~~~~1m1~~I~~~~~~I1~1~~@mIH~~~ili\~I~1Im1Imm~m~~1I. @~I11~~~1~1~t1~f~~~~1~I~1~1~~J~~~\~~~1~~~~I~1m1~11j11~Ij111~j
MATERIAL ON SITE 0.00 0.00
1~~~~1~~~~1~1111~11~~~~Iili1~~j1~~~j1~j1~1j~1j[1~~~1~1l~~111111~~1~111111~1~11~111~~1~11~11~m~I~~1~~~1~~1j1' ~~~~1~11m~I~~1~~~I~~~I~~1j~~1~~~~~~~11~\~~~~1~~t~~~11~~111~\111~~\~~~1j11~~~~1~~\~~1~1 ~\~1~~11~1~~11~~~~II~1~11~~1~~1~~I~I~~~I~~~t~1I1~~tIl~~I\:
MATERIAL DEDUCT. 0.00 0.00
1~\~I\~1~~~1~1ili\\~\~1~I1~~~\11~1]~1ft\j~~1U~~1~11~I1~]11~1~j~mm1~~~~~j11~~~I~~I1~jl 1~\1~1~~MIM~1~1~~~\~~\j~~1~~~1~~~1~~~\~~~~1~~~1~~~~1~1~~~\~tt~mI\\1I11~j1~I~\~j~j ~j)~)~~j~1~\1~I~~jIj)~~I11I~~J~j)~tIr)~)1~)~1~1)~1~j11~~1~~~ftI~1~1
PREVIOUS PAYMENTS ................................... 2S7,476.92
~1)1)j~~~111~\~~~j\11l~1j~W1~%l~jjj11~~~111)jn1~fi11~njU%j1t@n\%tl\@~ili1%11@1j~1~jj~~j~~1~ ~~~~I~;~~~;~;~~~~~i~;~~~ii;~;~;~~~;~i~;~~~~~~~~~~~~@~;~i~~;~~~~~~~~;~~~~~i~;~~~i~;~;~~;~;~~~~~~~~Ui~~~;~ii~;~; ;~;~;~;~;~~i~;~;~~~U;i;~;~~~;i~~~~;~i~~;i~i;i;~;~;~;i;~;~i~;~~~~~~~;i~;~;~~~i~i;~~~;~~~%.
AMOUNT DUE 3,000.00 - 3,000.00
;;;;~;~~;~;;;;~~;;;;;;;;;;~;;;;;;;;;;;~;;;;;;;;~;;;;;;;;;;~;;;;;;;;;m;;;;;;;;;;;;;;~;;~;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;~;;;; U;;;;;;~;;;;;;;;;~;;;~;;~;;~;;;;;;;;;;;;;~~;mm~;;~;;;;;;;;;;;~;;;;;~~;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; ;;~;;;;~;;;;;;;;;;;;;;;n~;;;;;;;;;;;;;;;~;;;;;t;;;;;;;;;;;;~;;;;~;;;;;;;;;;;;;;~;;;~;;~~;~;~;t
10202611 "CLS
Pale 3
102-026-30
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