HomeMy WebLinkAbout1997-06-25 - CC Packet - (Admin.) CENTERVILLE CITY COU*IL AGENDA
WEDNESDAY, JUNE 25, 1997
ALL TO ORDER
APPROVAL OF MINUTES / N. fAtTw °a
PAYMEy' OF CLAIMS:
City of Centerville - June 10 - 25
entennial Fire District -
. /Clearwater Meadows Partial pay Estimate No. 5
w ay Estimate No. 5 - Main Street/Progress Road Watermain Extension
If. Pay Estimate No. 5 - Eagle Pass Streets and Utilities
SET AGENDA
PETIT19NS AND COMPLAINTS:
Gen Powers - 1870 Quebec Street,Mt��r,
front yard '" ka6-- dw'VL -k
P . J e ' nnifer -yC .�.} APPE ES: Klang, PCA Volunteer Lake Monitoring Awards
- Wayne LeBlanc
- Roger Hofineister
en Sorenson - Benefit for Flood Relief
Sid Inman, Ehlers & Associates
q! M ;Km ojkd� -Godi n rr\K M . L .- A�� 1`�t w -1 �•� ,w
OLD BUSINESS:
�/ Heritage Street and LaMotte Drive Cost Estimates
1997 Seal Coat Improvements
Senior Housing
NEW BVJSINESS:
%4. Resolution 97 -11 (SEE ANNOTATION)
Resolution authorizing H.R. Green to revise the 20th Avenue utility
extension feasibility study and order the preparation of a topographical
survey.
COMMJXTEE REPORTS:
Park and Recreation Update
2. Down Town Revitilization Update
ADM� TRATORS REPORT
At1L � IjPacioI WY fl -rrAt
ADJOURN
ANNOTAT = ONS
APPEARANCES
1. Jennifer Klang - Ms. Klang will be in attendance to present
awards to Wayne LeBlanc and Roger Hofineister for their
volunteer efforts in helping to monitor the water quality of
Peltier Lake.
2. Ken Sorenson - Mr. Sorenson will be in attendance to discuss
the possibility of having another music event similar to
Summer Jam in conjunction with the city celebration. I would
recommend that we deny a noise permit request unless the
event would complement our celebration and the City would be
a major financial benefactor in regards to some type of
donation from the event.
3. Sid Inman - As I mentioned in my attached "Week in Review,"
Mr. Inman will be present to discuss decertifying portions of
tax increment financing district #1 -4. Sid will explain the
technical problems within the district. I recommend that we
decertify the areas within the district per the
recommendations offered by Sid.
Old Business
1. The City Engineer has provided cost estimates for repairs
that could be made to Heritage and LaMotte Drive as requested
at a previous meeting. I would recommend that we allow the
Engineer to explain the various options and request cost
estimates and numbers of soil borings needed to adequately
determine the soil and subgrade conditions underneath the
street surfaces.
2. The crack sealing and heat patching has been completed within
the City. I would recommend that the City award the sealcoat
contract to ASTEC Corp.
3. Senior Housing - We will discuss the results of the workshop
meeting. The consensus of the Council present at the
workshop was to proceed with the project. Attached in the
packets are the new cash flow analysis along with the listing
of those with money down in the form of pre - reservations.
New Business
1. Resolution 97 -11 - I would recommend adopting resolution 97-
11 so that we can continue to make progress in regards to
installing water and sewer down 20th Avenue.
WEEK = N REV = EW
Edition # 20 6 -16 -97 through 6 -20 -97
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Building permits issued this week = 7
Building permits issued YTD = 66
* 35 of the above permits are for new single family units
* The Park and Recreation Committee is holding a public hearing
on the concept design of the LaMotte Park layout on Tuesday,
June 24 at 7:00 P.M.
* I had a meeting with Barry Bernstein on Monday (Lino Lakes
Park and Rec. Supervisor) in regards to joint programming
arrangements for park and recreation services. We should have
a proposal to discuss from Lino Lakes in the near future.
Circle Pines has worked out an arrangement for these services
provided by Lino Lakes and we could develop a similar
agreement. The cost would be virtually the same as we were
contributing to North Metro Recreation.
* Sid I nman and Carolyn Drude were here on Thursday afternoon to
discuss some concerns with the structuring of tax increment
financing district #1 -4. A representative of the firm will be
present at the next council meeting to discuss the details and
reasons for decertifying the unoccupied parcels in this
district.
* Lakeland Hills is starting to make progress. Royal Oaks
Realty has applied for a grading permit and has begun clearing
and grubbing in the areas to be graded. They should be
requesting final plat approval in the near future.
* Gerald Rehbein stopped in on Thursday afternoon to discuss his
proposed layout of his commercial property south of the Willow
Glen townhomes. He would like to be scheduled at the next
available planning and zoning meeting. He has several
commercial businesses interested in the lots. Some of the
businesses already have options on the property. Be prepared
for a busy fall season.
* The downtown revitalization informational meeting was very
interesting. The process to change or upgrade the area will
be an on -going process. The process can begin with one
property owner willing to make an investment in the area.
Kelly's Corner is looking to make some major changes. If the
project is feasible, tax increment assistance in the form of a
redevelopment district may be requested.
f w -
Howard R. Green Company &
CONSULTING ENGINEERS Fonvecn�MSA
Formerly MSA
Consulting Engineers
June 18, 1997
File: 260 - 077 -30
Mr. Jim March, Administrator
City of Centerville
1880 Main Street
Centerville, MN 55038
RE: CLEARWATER MEADOWS
PARTIAL PAY ESTIMATE NO. 5
Dear Mr. March:
Enclosed please find Pay Estimate No. 5 for the Clearwater Meadows project. This pay
estimate includes payment for work completed up to Friday, June 13, 1997.
The payment includes curb and sidewalk. The total amount earned this period is $25,691.09.
The total amount retained is 5% of the total amount earned to date, or $16,074.38.
We recommend that the City of Centerville approve our certification of the improvements for
this period. If you have any questions, please do not hesitate to call.
Sincerely,
H ward R. Green Company
David E. Nyberg, P.E.
Project Manager
DEN/j(
Enclosure
cc: Mr. Guy Larson, Lametti & Sons, Inc.
077- 1807.jun
1326 Energy Park Drive • St. Paul, MN 55108 • 612/644 -4389 fax 612/644 -9446 toll free 800/888 -2923
GN61A9 � -2
PARTIAL PAYMENT ESTIMATE
NO. 5
FROM: DECEMBER 6, 1996
TO: JUNE 13, 1997
CONTRACTOR: LAMETTI & SONS, INC.
ADDRESS: 16028 FOREST BLVD, N., HUGO, MN 55038
OWNER: CITY OF CENTERVILLE, MINNESOTA
PROJECT: CLEARWATER MEADOWS (260-077 -30)
COMPLETION DATE AMOUNT OF CONTRACT:
ORIGINAL: ORIGINAL: S 350,722.24
REVISED: REVISED: $ 351,745 24
�,,,,�`` .'' 3 :: :: : GOt4TRACT'ITIiMS I Tins P�uaT1 � 'IKYI'ALTV DA'E'fi
SCHEDULE 1.0 SITEWORK
1 CLEARING AND GRUBBING PER TREE 2 150.00 300.00 0.00 0.00 0% 2.00 300.00 100%
2 SODDING SY 1,000 1.60 1,600.00 0.00 0.00 0% 0.00 0.00 0%
3 SILT FENCE LF 1,000 1.80 1,800,00 0.00 0.00 0% 989.00 1,780.20 99%
T SCHEDULE 1.0 SITEWORK - TOTAL 3,700.00 0.00 2,080.20
PERCENTAGE OF SCHEDULE 1.0 COMPLETED: 56%
SCHERKILE 2.0 STREET CONSTRUCTION
I REMOVE BITUMINOUS PAVEMENT SY 544 1.00 544,00 0.00 0,00 0% 367,00 367.00 67%
2 SELECT GRANULAR BORROW (P) CY 4,895 7.00 34,265.00 0.00 0.00 0% 4,895.00 34,265.00 100%
3 GEOTEXTILE FABRIC SY 8,663 1.50 12,994.50 0.00 0.00 0% 8,787.00 13,180.50 101%
4 4' PERF, THERMOPLASTIC PIPE DRAIN LF 3,534 2.50 8,835.00 0.00 0.00 0% 3,786.00 9,465.00 107%
5 SUBGRADE PREPERATION RD. STA. 18 150.00 2,700.00 0.00 0.00 0% 18.00 2,700.00 100%
6 AGGREGATE BASE CLASS 5 TN 2,787 6.00 16,722.00 0.00 0.00 0% 2,068.00 12,408.00 74%
7 MILL PAVEMENT SURFACE SY 60 4.00 240.00 0.00 0.00 0% 0.00 0.00 0%
B 2331 TYPE 41A BITUMINOUS WEAR COORS TN 660 23.00 15,180.00 0.00 0.00 0% 0.00 0.00 0%
9 2331 TYPE 3IB BITUMINOUS BASE COURSE TN 710 21.00 14,910.00 0.00 0.00 0% 547.00 11,487.00 77%
10 BITUMINOUS MATERIAL FOR TACK COAT GAL 385 1,50 577.50 0.00 0.00 0% 0.00 0.00 0%
11 SURMOUNTABLE CURB AND GUTTER LF 3,410 5.75 19,607.50 3,575.00 10,556.25 105% 3,575.00 20,556,25 105%
nAclerlcaIU60V60077N5.XLS PAGE 1 260-077-30
.... .... ... ... .. . .. . .. . .
N$
12 BITUMINOUS CURB AND GUTTER LF 71 5.00 355.00 0.00 0.00 0% 0.00 0.00 0%
13 6' CONCRETE DRIVEWAY/APRON SY 12 30.00 360.00 39.00 1,170.00 325% 39.00 1,170.00 325%
14 BITUMINOUS DRIVEWAY RESTORATION SY 25 15.00 375.00 0.00 0.00 0% 0.00 0.00 0%
15 4' CONCRETE WALK SP 300 2.60 780.00 2,045.00 5,317.00 682% 2,045.00 5,317.00 682%
16 AIR VOIDS TEST EA 5 120.00 600.00 0.00 0.00 0% 0.00 0.00 0%
17 CONCRETE CYLINDER (PER SET OF 3) EA 5 40.00 200.00 0.00 0.00 0% 0.00 0.00 0%
18 GRADATION TEST EA 3 120.00 36000 0.00 0.00 0% 1.00 120.00 33%
19 PROCTOR TEST EA 1 40.00 40.00 0.00 0.00 0% 0.00 0.00 0%
20 INPLACE DENSITY TEST EA 20 30.00 600.00 0.00 0.00 0% 6.00 180.00 30%
T SCHEDULE 2.0 STREET CONSTRUCTION - TOTAL 130,245.50 27,043.25 111.215,75
PERCENTAGE OF SCHEDULE 2.0 COMPLETED: 85%
SCHEDULE 3-0 WATERMAIN
I CONNECT TO EXISTING WATERMAIN EA 2 1,000.00 2,000.00 0.00 0.00 0% 2.00 2.000.00 100%
2 VALVE MANHOLE EA 1 1,800.00 1,600.00 0.00 0.00 0% 1.00 1,800.00 100%
3 CREEK CROSSING 'A' Ls 1 4,000.00 4,000.00 0.00 0.00 0% 1.00 4,000.00 100%
4 CREEK CROSSING *B' LS I 4,500.00 4,500.00 0.00 0.00 0% 1.00 4,500.00 100%
5 10" PVC WATERMAIN LF 1.100 15.00 16,500.00 0.00 0.00 0% 1,140.00 17.100.00 104%
6 6" PVC WATERMAIN LF 1,830 12.00 21.960.00 0.00 000 0% 1,712.00 20.544.00 94%
7 10" GATE VALVE AND BOX EA 3 650.00 1.950.00 0.00 0.00 0% 2.00 1,300.00 67%
8 6' GATE VALVE AND BOX EA 5 350.00 1.750.00 0.00 0.00 0% 5.00 I.750.00 100%
9 HYDRANT AND GATE VALVE ASSEMBLY EA 9 2,100.00 18.900.00 0.00 0.00 0% 9.00 18.900.00 100%
10 FITTINGS LB 3,015 1.00 3,015.00 0.00 0.00 0% 3,195.00 3,195-00 106%
11 WATER SERVICE CONNECT EA 31 150.00 4,650.00 0.00 0.00 0% 34.00 5,100.00 110%
12 1* COPPER SERVICE PIPE LF 1,500 7.00 10,500.00 0.00 0.00 0% 1,479.00 10,353.00 99%
13 GRANULAR FOUNDATION MATERIAL LF 2,764 0.01 27.64 0.00 0.00 0% 0.00 0.00 0%
14 PROCTOR TEST EA 1 40.00 40.00 0.00 0.00 0% 1.00 40.00 100%
15 INPLACE DENSITY TEST EA 30 30.00 900.00 0.00 0.00 0% 15.00 450.00 50%
T SCHEDULE 3.0 WATERMAIN - TOTAL 92,492.64 0.00 91,032.00
PERCENTAGE OF SCHEDULE 3.0 COMPLETED: 99%
nAcicricaI1260U60077#5.XLS PAGE 2 260-077-30
..........
xx
qCHEDULE 4-0 SANIT ARY SEWER
I CONNECT TO EXISTING SANITARY SEWER EA 1 900.00 900.00 0.00 0.00 0% 1.00 900.00 100%
2 CONNECT TO EXISTING SANITARY MH EA I 1,500.00 I 0.00 0.00 0% 1.00 1,500.00 100%
3 JACKBORE STEEL CASING PIPE LF 75 150.00 11,250.00 0.00 0.00 0% 75.00 11,250-00 100%
4 12' PVC SANITARY SEWER (1012') LF m 30.00 3,750.00 0.00 0.00 0% 125.00 3,750.00 100%
5 12' PVC SANITARY SEWER (12-14') LF 447 30.00 13,410.00 0 00 0.00 0% 475.00 14,250.00 106%
6 8' PVC SANITARY SEWER (08') LF 362 26.00 9,412.00 0.00 0.00 0% 719.00 18,694.00 199%
7 8' PVC SANITARY SEWER (8-10') LF 225 X00 5,850.00 0.00 0.00 0% 0.00 0.00 0%
8 8' PVC SANITARY SEWER (10-12') LF 771 26.00 20,046.00 0.00 0.00 0% 631.00 16,406.00 82%
9 8' PVC SANITARY SEWER (12-14') LF so 26.00 2,080.00 0.00 0.00 0% 0.00 0.00 0%
10 SANITARY MANHOLE (0 - 8') EA 10 1,250.00 12.500m 0.00 0.00 0% 11.00 t3,750.00 IW%
11 MANHOLE EXTRA DEPTH (> 8') LF 41 80-00 3,280.00 0.00 0.00 0% 41.57 3,325.60 101%
12 12'x4' WYE EA 8 75.00 600.00 0.00 0.00 0% 7.00 525.00 88%
13 9%4" WYE EA 23 40.00 920.00 0.00 om 0% 26.00 1 113%
14 4' SERVICE PIPE LF 1,950 6.00 11,100.00 0.00 0.00 0% 1,425.00 8.550.00 77%
is GRANULAR FOUNDATION MATERIAL LF 1,810 0.01 18.10 0.00 0.00 0% 0.00 0.00 0%
16 PROCTOR TEST EA 1 40.00 40.00 0.00 0.00 0% 2.00 80.00 200%
17 INPLACE DENSITY EA 30 30.00 900.00 0.00 0.00 0% 14.00 420.00 47%
T SCHEDULE 4.0 SANITARY SEWER - TOTAL 97,556.10 0.00 94,440.60
PERCENTAGE OF SCHEDULE 4.0 COMPLETED: 97%
SCHEDULE 9-0 STORM SEWER
1 REMOVE 15'CMP LF 60 7.00 420.00 0.00 0.00 0% 60.00 420.00 100%
2 19" RCP STORM SEWER LF 404 32.00 12,928.00 0.00 0.00 0% 334.00 10,688.00 83%
3 18" RCP APRON EA 4 500.00 2,000.00 0.00 0.00 0% 2.00 1,000.00 50%
4 2'x3' CATCH BASIN EA 4 750.00 3.000.00 0.00 0.00 0% 4.00 3.000.00 100%
5 RIP-RAP. CL III CY 8 60.00 49000 0.00 0.00 0% 0.00 0-00 0%
T SCHEDULE 5.0 STORM SEWER - TOTAL 18,828.00 0.00 15.108.00
PERCENTAGE OF SCHEDULE 3.0 COMPLETED: 80%
0clerla112601260077#5.XLS PAGE 3 26"77-30
•`; !; :.:; " .... :�. CO1"il`ATEA?S TKI9 F�R[LlA 'FiYR>ii.T4'?A,7FiR � -
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SCHEDULE 6.0 BRIAN DRIVE WATER SERVICM
1 WATER SERVICE CONNECT EA 9 100.00 900.00 0.00 0.00 0% 8.00 800.00 89%
2 V COPPER SERVICE PIPE LF 1,000 7.00 7,000.00 0.00 0.00 0% 973.00 6,811.00 97%
T SCHEDULE 6.0 BRIAN DRIVE WATER SERVICES — TOTAL 7,900.00 0.00 7,611.00
PERCENTAGE OF SCHEDULE 6.0 COMPLETED: 96%
TOTAL AMOUNT THIS PERIOD 27,043.25
TOTAL AMOUNT TO DATE 321,487.55
DESCRIPTION CONTRACT AMOUNT TOTAL THIS PERIOD TOTAL TO DATE
SCHEDULE 1.0 SITEWORK — TOTAL 3,700.00 0.00 2,080.20
SCHEDULE 2.0 STREET CONSTRUCTION — TOTAL 130,245.50 27,043.25 111,215.75
SCHEDULE 3.0 WATERMAIN — TOTAL 92,492.64 0.00 91,032.00
SCHEDULE 4.0 SANITARY SEWER — TOTAL 97,556.10 0.00 94,440.60
SCHEDULE 5.0 STORM SEWER — TOTAL 18,828.00 0.00 15,108.00
SCHEDULE 6.0 BRIAN DRIVE WATER SERVICES - -TOTAL 7,900.00 0.00 7,611 00
PERCENTAGE OF CONTRACT COMPLETED: 92%
TOTAL THIS PI?RIOD : TOTAt'Ta HATE
AMOUNT EARNED $27,043.25 $321,487.55
KA
AMOUNT RETAINED $1,352.16 $16,074.38
s
..,.:..4.4. :. .. s x >.. s..... .. .. ..;:: .,.. 4..:: „ -;> .:. ,.. .<. .. . .
MATERIAL ON SITE $0.00 $0.00
MATERIAL DEDUCE $000
8
PREVIOUS PAYMENT$ *rrrrr pwttssrrrr rrrrsrrrrsssrwrrrrrruruussr $279,722.08
OUNT DUE 525,691.09 $25,691.09
n: \cIcr"lU60\260077M5.KIS PAGE 4 260-077 -30
I hereby certify that all items and amounts shown by this pay estimate are
correct for the work completed to date.
CONTRACTOR: LAMETTI & SONS, INC.
BY:
TITLE:
DATE:
Based on the ENGINEER'S on -site inspections as an experienced and qualified design
professional and on review of application for payment and the accompanying data and
schedules, the ENGINEER has determined, to the best of his knowledge and belief,
that the quantities shown by this estimate are correct and that, based on such inspections
and review, that the work has progressed to the point indicated (subject to an evaluation
of such work as a functioning Project upon Substantial Completion, to the results of any
subsequent tests required by the Contract Documents, and to any qualifications stated in
his recommendation), and that payment of the amount recommended is due Contractor(s);
but by recommending any payment, the ENGINEER will not thereby be deemed to have
reviewed the means, methods, sequences, techniques, or proceedures of construction
or safety precautions or programs incident thereto or that the ENGINEER has made any
examination to ascertain how or for what purpose any Contractor has used the monies
paid on account of the Contract Price, or that title to any of the work, materials, or equipment
has passed to the Owner free and clear of any lein, claims, security interests or encumbrances,
or that the Contractor(s) have completed their work exactly in accordance with the Contract
Documents.
ENGINEER. MSA, CONSULTING ENGINEERS
BY:
TITLE:
DATE:
Approved by Owner /Commission
CITY OF CENTERVILLE, MINNESOTA
BY:
TITLE:
DATE:
END.XLS
'y
Howard R. Green Company nst>�,�E,�f „> W,
CONSULTING ENGINEERS
Formerly MSA
Consulting Engineers
June 18, 1997
File: 260 - 072 -30
Mr. Jim March, Administrator
City of Centerville
1880 Main Street
Centerville, MN
RE: PAY ESTIMATE NO. 5 - MAIN STREET /PROGRESS ROAD/
ELEMENTARY SCHOOL WATERMAIN EXTENSION PROJECT
Dear Mr. March:
Enclosed please find Partial Payment Estimate No. 5 for the above - referenced project. This
pay estimate includes payment for items completed from October 11th, 1996 through June
13th, 1997.
All of the work included in this pay estimate is installation of sod. The total amount earned
this period is $4,366.00. We have retained $300.00 to cover any sod that may need to be
replaced.
We recommend that the City of Centerville approve our certification of the improvements for
this period. If you have any questions, please do not hesitate to call.
Sincerely,
Howard R. Green Company
David E. Nyberg, P.E.
Project Manager
DEN JI
Enclosure
cc: Mr. Mike DaBruzzi, Ro -So Contracting
072- 1702.jun
1326 Energy Park Drive • St. Pau(, MN 55108 • 612/644 -4389 tax 612/644 -9446 toll free 800/888 -2923
PARTIAL PAYMENT ESTIMATE
NO. 5
FROM: OCTOBER 12, 1996
TO: JUNE 16, 1997
CONTRACTOR: RO-SO CONTRACTING, INC.
ADDRESS: 7137 - 20TH AVENUE NORTH, CENTERVILLE, MN 55038
OWNER: CITY OF CENTERVILLE, MINNESOTA
PROJECT: MAIN STREET/PROGRESS ROAD/ELEMENTARY SCHOOL WATERMAIN EXTENSION (260072.30)
COMPLETION DATE AMOUNT OF CONTRACT;
ORIGINAL: JULY 5.1996 ORIGINAL: 5323,251.50
REVISED: REVISED: $ 310,252.79
' C�tA'31'RAG"1`'L3<iS r'TSLP;13bDUYJ7`AY..19A'Cg-
SCHE DULE 10 SITEWO K
I CLEARING AND GRUBBING AC 035 7,400.00 0.00 0.00 0.01 74.00
2 REMOVE PLANTER EA 2 100.00 0.00 0.00 0.00 0.00
3 SODDING SY 4220 1.50 444.00 666.00 2,063.00 3,094.50
4 SEEDING AC 0.1 625.0 0.00 0.00 0.06 37.50
5 MULCHING AC 0.1 350.00 0.00 0.00 0.06 21.00
6 SILT FENCE LF 185 3.25 0.00 0.00 126.00 409.50
7 TOPSOIL CY 132 9100 132.00 0.00 132.00 1,188.00
T SCHEDULE 1.0 SITEWORK -TOTAL 666.00 4,824.50
SCHEDULE 2.0 STREET CONSTR17CUON
i REMOVE BITUMINOUS PAVEMENT SY 3495 1,00 0.00 0.00 2.428.00 2,428.00
2 REMOVE BIT. PAVEMENT (9+50 TO I2 +00) LS I 2,400.OD 0.00 0.00 1.00 2,400.00
3 COMMON EXCAVATION (P) CY 1785 4.25 0.00 0.00 1,785.00 7,586.25
4 SELECT GRANULAR BORROW (P) CY 925 17.00 0.00 0.00 925.00 15,725.00
5 GEOTEXTILE FABRIC SY 2090 12.5 0.00 0.00 1,727.00 2,158,75
6 DRAINTILE LF 970 2.50 0.00 0.00 744.00 1,860.00
7 MILL PAVEMENT SURFACE SY ISO 2.15 0.00 0.00 0.00 0.00
8 AGGREGATE BASE CLASS 5 TN 14W 7.50 0.00 0.00 919.00 6,892.50
9 AGGREGATE SHOULDER CLASS 2 CY 80 15.00 0.00 0.00 0.00 0.00
10 2331 TYPE 41A BITUMINOUS WEAR COURS TN 375 31.00 0.00 0.00 340.00 10,540.00
11 2331 TYPE 31A BITUMINOUS BASE COURSE TN 590 26.25 0.00 0.00 372.00 9,765.00
12 TACK COAT GAL 100 1,00 0.00 0.00 176.00 176.00
13 BITUMINOUS D/W RESTORATION SY ISO 12.00 0.00 0.00 146.00 1,752.OD
14 CONCRETE D!W AND APRON SY 80 32.00 0-00 0.00 116.00 3,712.00
IS B618 CURB AND GUTTER LF 796 8.00 0.00 0.00 791.00 6,328.00
16 BITUMINOUS CURB LF 460 3.25 0.00 0.00 774.00 2,515.50
17 BITUMINOUS SIDEWALK SY 265 9.75 O,OD 0.00 205.00 1,998.75
18 TRAFFIC CONTROL IS 1 5,000.00 0.00 0.00 1.00 5,000.00
19 AIR VOIDS TEST EA 5 110.00 0,00 0.00 2.00 220.OD
20 CONCRETE CYLINDER TEST (PER SET OF 3 EA 5 100.00 0,00 0.00 2.00 200.00
21 GRADATION TEST EA 3 f00.O0 0.00 0.00 3.00 300.00
22 PROCTOR TEST EA 2 80.00 0.00 0.00 4.00 320.00
23 INPLACE DENSITY TEST EA 6 40.0 0.00 000 10.00 400.00
24 PAVEMENT STRIPING, 4' EQUIV. WIDTH LF 1250 1.25 0.00 0.00 1,165.00 1,456.25
T SCHEDULE 2.0 STREET CONSTRUCTION -TOTAL 0.00 83,734.00
26W72M5.XLS PAGE I
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1 CONNECT TO EXISTING WATERMAIN EA 1 3,000.00 0.00 0.00 1.00 3.000.00
2 CREEK CROSSING 'A* LS 1 6,200.00 0.00 0.00 1.00 6,200.00
3 12' PVC WATERMAIN LF 958 2550 0.00 0.00 995.00 25,372.50
4 8' PVC WATERMAIN LF 907 15.25 0.00 0.00 614.00 9,363.50
5 6' PVC WATERMAIN LF 49 20.00 0.00 0.00 42.00 840.00
6 12' GATE VALVE AND BOX EA 4 985.00 0.00 0.00 5.00 4,925.00
7 8' GATE VALVE AND BOX EA 5 625.00 0.00 0.00 2.00 1,250.00
8 4' GATE VALVE AND BOX EA 1 400.00 0.00 0.00 1.00 400.00
9 HYDRANT AND GATE VALVE ASSEMBLY EA 4 1,925.00 0.00 0.00 4.00 7,700.00
10 FITTINGS LB 4340 1.60 0.00 0.00 4,670.00 7,472.00
I WATER SERVICE CONNECT EA II 200.00 0.00 0.00 12.00 2,400.00
12 1' COPPER SERVICE PIPE LF 250 21.00 0.00 0.00 133.00 2,793.00
13 JACK WATER SERVICE EA 3 1,000.00 0.00 0.00 4.00 4,000.00
14 SCHOOL WATER SERVICE (8' D.1-P.) LF 50 30.00 0.00 0.00 77.00 2,310.00
15 APARTMENT WATER SERVICE (4' D.I.P.) LF 30 23.00 0.00 0.00 75.00 575.00
16 GRANULAR BEDDING LF 1900 3.00 0.00 0.00 1,281.00 3,843.00
17 PROCTOR TEST EA 2 80.00 0.00 0.00 2.00 160.00
18 INPLACE DENSITY TEST EA 20 40.00 0.00 0.00 18.00 720.00
T SCHEDULE 3.0 WATERMAB4 - TOTAL 0.00 83,324.00
SCHEDUL .4.0 STORM SEWER
CONNECT EXISTING STORM SEWER EA 1 500.00 0.00 0.00 1.00 500.06
2 15' RCP STORM SEWER LF 36 32.00 0.00 0.00 36,00 1, 152.OD
3 24'x36' CATCH BASIN W) CASTING EA 2 925.00 0.00 0.00 2.00 1,850.00
T SCHEDULE 4.D STORM SEWER - TOTAL 0.00 3502.00
ALTE RNATE 2 WESTVIEW RECONSTRUCTION
1 REMOVE BITUMINOUS PAVEMENT SY 1200 215 0.00 0.00 1,316.00 2,961.00
2 COMMON EXCAVATION (P) CY 1370 425 0.00 0.00 1,370.00 5,822.50
3 SELECT GRANULAR BORROW (P) CY 930 17.00 0.00 0.00 930.00 15.810.00
4 GEOTEXTILE FABRIC SY 1670 1.25 0.00 0.00 1,600.00 2,000.00
5 DRAINTILE LF 800 2.50 0.00 0.00 646.00 1,615.00
6 AGGREGATE BASE CLASS 5 IN 435 7.50 0.00 0.00 116.00 870.00
7 2331 TYPE 41A BITUMINOUS WEAR COURS TN 80 31.00 0.00 0.00 75.00 2,325.OD
8 2331 TYPE 31A BITUMINOUS BASE COURSE IN 105 28.00 0.00 0.00 95.00 2,660.05
9 TACK COAT GAL 79 1.00 0.00 0.00 79.00 79.00
10 8611 CONCRETE CURB AND GUTTER LF 340 7.00 0.00 0.00 396.00 2,772.00
11 8' PVC WATERMAIN LF 365 17.50 0.00 0.00 383.00 6,702.50
12 6' PVC WATERMAIN LF 16 20.00 0.00 0.00 20.00 400,00
13 8' GATE VALVE AND BOX EA 2 575.00 0.00 0.00 1.00 575.00
14 HYDRANT AND GATE VALVE ASSEMBLY EA 1 1,925.00 0.00 0.00 1.00 1,925.00
15 FITTINGS LB 560 1.60 0.00 0.00 450.00 720.00
16 TRAFFIC CONTROL 1S i 200.00 0.00 0.00 1.00 200.00
T ALTERNATE 2- WESTVIEW RECONSTRUCTION -TOTAL 0.00 47,437.0
I SODDING SY 395 1.50 0.00 0.00 379.00 568.50
2 SEED AND MULCH AC 0.52 1,000.00 0.00 0.00 0.80 800.00
3 MULCH AC 0.52 352.0 0.00 O.OD 0.80 281.60
4 BALECHECKS EA 50 10.00 0.00 0.00 0.00 0.00
5 REMOVE BITUMINOUS PAVEMENT SY 210 2.25 0.00 0.00 186.00 418.50
260072#5.XLS PACE 2
h ca se >
6 MITI PAVEMENT SURFACE SY 10 2.13 0.00 0.00 0.00 0.00
7 AGGREGATE BASE CLASS 5 TN 73 7.50 0.00 0.00 0.00 0.00
S BITUMINOUS DIW RESTORATION SY 210 12.50 0.00 0.00 44.00 550.00
9 12' PVC WATERMAIN LF 726 30.00 0.00 0.00 725.00 21,750.00
IO 6' PVC WATERMAIN LF 27 20.00 O.OD 0.00 27.00 540.00
11 12' GATE VALVE AND BOX EA 1 835.00 0.00 0.00 LOO 835.00
12 8' GATE VALVE AND BOX EA 1 625.00 0.00 0.00 0.00 0.00
13 HYDRANT AND GATE VALVE ASSEMBLY EA 1 1,925.00 0.00 0.00 1.00 1,925.00
14 FITTINGS LB 1600 1.00 0.00 0.00 1,025.00 1,025.00
15 WATER SERVICE CONNECTION EA 7 200.00 0.00 0.00 7.00 1,400.00
16 1' COPPER SERVICE PIPE LF 210 16.50 0.00 0.00 280.00 4,620.00
17 JACK WATER SERVICE EA 1 1,000.00 0.00 0.00 7.00 7,000.00
18 GRANULAR BEDDING LF 700 3.00 0.00 0.00 725.00 2,175.00
19 TRAFFIC CONTROL LS 1 3,000.00 0.00 0.00 1.00 3,000.00
20 PROCTOR TEST EA 2 80.00 0.00 0.00 2.00 160.00
21 INPLACE DENSITY TEST EA 10 40.00 0.00 0.00 0.00 0.00
T ALTERNATE 3 - PETERSEN TRAIL WATERMAIN EXTENSION - TOTAL 0.00 47,048.60
SClMDULE S-0 MAIN STREET WATERMAIN EXTENSIO
1 12' PVC WATFRMAIN LF 93 30.00 0.00 0.00 94.00 2,820.00
2 GRANULAR BEDDING LF 93 3.00 0.00 0.00 94.00 282.00
3 12' x 8' TEE LBS 340 1.60 0.00 0.00 340.00 544.00
4 12' x 8' REDUCER LBS 165 -1.60 0.00 0.00 0.00 0.00
5 8' VALVE EA 1 625.00 0.00 0.00 1,00 625.00
6 REMOVE BITUMINOUS PAVEMENT SY 125 225 0.00 0.00 0.00 0.00
7 CLASS 5 AGGREGATE TON 55 7.50 0.00 0.00 22.00 165.00
8 BITUMINOUS WEAR COURSE TON 15 31.00 0.00 0.00 15.00 465.00
9 BITUMINOUS BASE COURSE TON 15 28.00 0.00 0.00 15.00 420.00
10 CONNECT TO EXISTING EA 2 1,500.00 0.00 0.00 2.00 3,000.00
11 REMOVE WATERMAIN IS 1 250.00 0.00 0.00 1.00 250.00
12 REMOVE & REPLACE EXISTING CMP LS 1 750.00 0.00 0.00 1.00 750.00
T SCIIEDULE 5.0 MAIN STREET WATERMAIN EXTENSION -TOTAL 0.00 9 ,321.00
TOTAL AMOUNT THIS PERIOD 666.00
TOTAL AMOUNT TO DATE 279,191.10
260071N5.XIS PAGE 3
r � t * � rs �
DESCBIffi4N
SCHEDULE 1.0 SITEWORK —TOTAL 666.00 4,824.50
SCHEDULE 2.0 STREET CONSTRUCTION — TOTAL 0.00 83,734.00
SCHEDULE 3.0 WATERMAIN —TOTAL 0.00 83,324.00
SCHEDULE 4.0 STORM SEWER — TOTAL 0.00 3,502.00
ALTERNATE 2- WESTVIEW RECONSTRUCTION — TOTAL 0.00 47,437.00
ALTERNATE 3- PE77ERSEN TRAIL WATERMAIN EXTENSION — TOTAL 0.00 47,048.60
SCHEDULE 5.0 MAIN STREET WATERMAIN EXTENSION —TOTAL 0.00 9,321.00
'; z ; '� T;i'N,'C#tIS PERIOD T'ci7AL7Z1 TiA•F�
AMOUNT EARNED ,,. S6%.00 5279 191.10
AMOUNT RETAINED (5370000) $30000
MATERIAL ON SI E 50.00 $0.00
MATERIAL DEDUCT. 50.00 50.00
PREVIOUS PAYMENTS asrrrr....rarrrrrrrraaosa > rr "'r $274,525.10
AMOUNT DUE $4,366 54 36600
260072X5.XLS PAGE 4
I hereby certify that all items and amounts shown by this pay estimate are
correct for the work completed to date.
CONTRACTOR: RO -SO CONTRACTING, INC.
BY:
TITLE:
DATE:
Based on the ENGINEER'S on -site inspections as an experienced and qualified design
professional and on review of application for payment and the accompanying data and
schedules, the ENGINEER has determined, to the best of his knowledge and belief,
that the quantities shown by this estimate are correct and that, based on such inspections
and review, that the work has progressed to the point indicated (subject to an evaluation
of such work as a functioning Project upon Substantial Completion, to the results of any
subsequent tests required by the Contract Documents, and to any qualifications stated in
his recommendation), and that payment of the amount recommended is due Contractor(s);
but by recommending any payment, the ENGINEER will not thereby be deemed to have
reviewed the means, methods, sequences, techniques, or proceedures of construction
or safety precautions or programs incident thereto or that the ENGINEER has made any
examination to ascertain how or for what purpose any Contractor has used the monies
paid on account of the Contract Price, or that title to any of the work, materials, or equipment
has passed to the Owner free and clear of any lein, claims, security interests or encumbrances,
or that the Contractor(s) have completed their work exactly in accordance with the Contract
Documents.
ENGINEER: MSA, CONSULTING ENGINEERS
BY:
TITLE:
DATE:
Approved by Owner /Commission
CITY OF CENTERVILLE, MINNESOTA
BY:
TITLE:
DATE:
END.XLS
yIl 5��
Howard R. Green Company 10MILTINGMUM
CONSULTING ENGINEERS
Formerly MSA
June 18, 1997 Consulting Engineers
File: 260 - 078 -30
Mr. Jim March
Administrator
City of Centerville
1880 Main Street
Centerville, MN 55038
RE: PAY ESTIMATE NO. 5 - EAGLE PASS STREETS AND UTILITIES
Dear Mr. March:
Enclosed please find Partial Payment Estimate No.S for the above - referenced project. This
pay estimate includes payment for work completed up to Friday, June 13, 1997.
The payment includes street construction, watermain, sanitary sewer, storm sewer and
services along Eagle Trail. The total amount earned this period is $265,740.58. The total
amount retained is 5 % of the total amount earned to date, or $44,063.54.
We recommend that the City of Centerville approve our certification of the improvements
for this period. If you have any questions, please do not hesitate to call.
Sincerely,
Howard R. Green Company
DI PAA_,
David E. Nyberg, P.E.
Project Manager
DEN JI
Enclosure
cc: Mr. Bryan Houle, C. W. Houle, Inc.
Mr. Mike Quigley, Gor -Em, LLC
Mr. Mark Novitski, Premier Bank
Ms. Jan Skurdal, Registered Abstracts
078- 1811.jun
1326 Energy Park Drive • St. Paul, MN 55108 • 612/644 -4389 fax 6121644 -9446 toll free 800/888 -2923
PARTIAL PAYMENT ESTIMATE
NO. 5
FROM: MAY 16, 1997
TO: JUNE 13, 1997
CONTRACTOR: C.W. HOULE. INC.
ADDRESS: 1300 WEST COUNTY ROAD 1, SHOREVIEW. MN 55126
OWNER: CITY OF CENTERVILLE, MINNESOTA
PROJECT: EAGLE PASS - STREET & UTILITY IMPROVEMENTS (260-078-30)
COMPLETION DATE AMOUNT OF CONTRACT:
ORIGINAL: ORIGINAL: $1,230,708.15
REVISED: REVISED;
�X
SCIIEDULE 1.0 STREET CONSTRUCTION
I SUBGRADE PREPARATION RDSTA 59.6 145.00 8,642.00 25.30 3.668.50 42% 35.60 5,162.00 60%
2 SELECT GRANULAR BORROW (CV) CY 13800 8.29 114.40100 1,093.00 9,060.97 8% 6,466.00 53,603.14 47%
3 AGGREGATE BASE, CLASS 5 TN 8250 6.45 53,212.50 0.00 0.00 0% 4,369.00 28.190.05 53%
4 MILL BITUMINOUS SURFACE SY 75 6.50 48750 0.00 0.00 0% 0.00 0,00 0%
5 2340 TYPE 41A WEARING COURSE MU(TUR TN 2100 23.40 49,140.00 0.00 000 0% 0.00 0.00 0%
6 2340 TYPE 31B BASE COURSE MIXTURE TN 2400 21.85 52.440.00 0.00 0.00 0% 722.71 15,79121 30%
7 BITUMINOUS MATERIAL FOR TACK COAT GAL 1250 1.45 1.812.50 0.00 0.00 0% 0.00 0.00 0%
8 CONCRETE CURB & GUTTER, DESIGN B618 LF 300 10.05 3,015.00 0.00 0.00 0% 684.00 6,974.20 228%
9 SURMOUNTABLE CURB & GUTTER LF 11900 6,75 90,325.00 0.00 0.00 0% 3,317.00 22.389.75 28%
10 CONCRETE VALLEY GUTTER SF 195 5.70 1,111.50 0.00 0.00 0% 0.00 0.00 0%
11 CEOTEXTILE FABRIC SY 24100 1.05 25,305.00 6,500.00 6,825.00 27% 15,883.00 16,677.15 66%
12 4* PEER THERMOPLASTIC PIPE DRAIN LF 11925 2.75 32,793.75 3,600.00 9,900.00 30% VXOG 22.962.50 70%
13 4" CONCRETE SIDEWALK SF 17340 2.42 41,962.80 0.00 0.00 0% 0.00 0.00 0%
14 CONCRETE PEDESTRIAN RAMP EA 7 230.00 1,610.00 oloo 000 0% 0.00 0.00 0%
15 TYPE III BARRICADE FA 2 250.00 500.00 0.00 0.00 0% 0.00 0.00 0%
16 MANHOLE ADJUSTING RING EA 50 100.00 5,000.00 0.00 0.00 0% 14.00 1.400.00 28%
17 ADJUST VALVE EA 4 180.00 720.00 0.00 0.00 0% 4.00 720.00 100%
18 CONCRETE AIR VOIDS TEST EA 15 67.00 1,005.00 0.00 0.00 0% 2.00 134.00 13%
19 CONCRETE CYLINDER (SET OF 3) EA 15 47.00 705.00 0.00 0.00 0% 2.00 94.00 13%
20 GRADATION TEST EA 5 75.00 375.00 0.00 0.00 0% 2.00 150-00 40%
i0cicrica1126M260078#5, XLS PAGE 260-078-30
21 PROCTOR TEST EA 4 100.00 400.00 0.00 0.00 0% 1.00 100.00 25%
22 INPLACE DENSITY TEST FA 25 48.00 1,200.00 0.00 0.00 0% 6.00 288-00 24%
T SCHEDULE 1.0 STREET CONSTRUC7FON - TOTAL 476,164.55 29,454.47 174,526.00
PERCENTAGE OF SCHEDULE 1.0 COMPLETED: 37%
SCHEDULE 2-0 NVATERMAIN
I CONNECT TO EXISTING WATERMAIN EA 2 950.00 1,900.00 1.00 950.00 50% 2.00 1.900.00 100%
2 6' PVC WATERMAIN LF 1075 10.00 10,750-00 466.00 4,660.00 43% 1.075.00 10,750.00 100%
3 8" PVC WATERMAIN LF 3550 12.35 43,842.50 1,125.00 13,893.75 32% 3,411.00 42.125.95 96%
4 12' PVC WATERMAIN LF 3110 18.00 55,980.00 991.00 17,838.00 32% 3,110.00 55,980.00 100%
5 6' GATE VALVE & BOX EA a 460.00 3,680.00 1.00 460.00 13% 4.00 1,840.00 50%
6 8' GATE VALVE & BOX EA 4 610.00 2,440.00 1.00 610.00 25% 6.00 3,660.00 150%
7 12" BUTTERFLY VALVE & BOX EA 4 915-00 3,660.00 2m 1,83000 50% 7.00 6.405.00 175%
8 HYDRANT WtVALVE EA 17 1,265.00 21,505.00 700 8.855.00 41% 17.00 21,505.00 100%
9 HYDRANT EXTENSION LF 3 245.00 735.00 0.00 0.00 0% 0.00 0.00 0%
10 FITTINGS LB 15000 1.50 22,500.00 4,492.00 6,738.00 30% 14,965.00 22,447.50 100%
II WATER SERVICE CONNECT WICURB STOP EA 128 136.00 17,408.00 43.00 5,848.00 34% 116.00 15,776.00 91%
12 V COPPER SERVICE PIPE LF 4500 7.70 34,650-00 1,606.00 12,366.20 36% 4,210.00 32.417.00 94%
13 2' INSULATION SY 50 17.00 850.00 31.80 540.60 64% 45.80 778.60 92%
14 GRANULAR FOUNDATION MATERIAL LF 7000 3.25 22,750.00 1.500,00 4,975.00 21% 6,514.00 21.170.50 93%
15 PROCTOR TEST EA 1 100.00 100.00 0-00 0.00 0% 1.00 100.00 100%
16 INPLACE DENSITY TEST FA 70 48.00 3,360.00 6,00 288,00 9% 18.00 864.00 26%
T SCHEDULE 2.0 WATERMAIN -TOTAL 246,110.50 79,752.55 237,719.45
PERCENTAGE OF SCHEDULE 2.0 COMPLETED: 97%
SCHEDULE 3.0 SANITARY SEWER
I CONNECT TO EXISTING SANITARY SEWER EA 1 3.200.00 3,200.00 0.00 0.00 0% 1.00 3,200.00 100%
2 CONNECT TO EXISTING SANITARY Mll EA I 2,500.00 2,500.00 0.00 0.00 0% 1.00 2.500.00 100%
3 8' PVC SANITARY SEWER (04') LF 1600 12.70 20,320.00 1,224.00 15,544.80 77% 1.612.00 20.472.40 101%
4 8' PVC SANITARY SEWER (8-10') LF 1000 14.70 14,700.00 0.00 0.00 0% 1,000.00 14.700.00 100%
5 S' PVC SANITARY SEWER (10-I2') LF 925 16.70 15,447.50 0.00 0.00 0% 925.00 15,447.50 100%
6 8' PVC SANITARY SEWER (12-14') LF 1250 18.70 23,375.00 0.00 0.00 0% 1,250-00 23,375.00 100%
7 8- PVC SANITARY SEWER (14-16') LF 900 20.70 19,630.00 0.00 0.00 0% 900.00 18,630.00 100%
8 8- PVC SANITARY SEWER (16.)S ') LF 590 22.70 13,166.00 0.00 0.00 0% 588.00 13,347.60 101%
9 8 PVC SANITARY SEWER (18.20') LF 30 24.70 741.00 0.00 0.00 0% 30.00 741.00 100%
10 STANDARD MANHOLE (0-8 EA 49 1,110.00 54.390.00 7.00 7,770.00 14% 45.00 49,950.00 92%
11 MANHOLE EXTRA DEPTH (> 8') LF 190 71.00 13,490.00 14.41 1.023.11 8% 249.22 17.694.62 131%
n:%cicrical\260k260078#5.XLS PAGE 2 260-078-30
12 EXTERNAL MANHOLE SEAL EA 49 180.00 8,820.00 0.00 0.00 0% 14.00 2,520-00 29%
13 8" x 4* PVC WYE EA 128 39.00 4,992.00 28.00 1,092.00 22% 128.00 4,992.00 100%
14 4" PVC SERVICE PIPE LF 6225 6.70 41,707.50 1,602.00 10,73340 26% 4,710.00 31,557.00 76%
15 GRANULAR FOUNDATION MATERIAL LF 6285 3.25 20,426.25 1,000.00 3,250.00 16% 6,073.00 19,737.25 97%
16 PROCTOR TEST EA 1 100.00 100.00 0.00 0.00 0% 1.00 100-00 100%
17 INPLACE DENSITY TEST PA 100 48.00 4,80000 12.00 576.00 12% 29.00 1,392.00 29%
T SCHEDULE 3.0 SANITARY sEwER - TOTAL 260,805,25 39,989.31 240,350.37
PERCENTAGE OF SCHEDULE 3.0 COMPLETED: 92%
SCHEDULE 4.0 STORM SEWER
1 12" RCP STORM SEWER LF 175 19.25 3,368.75 0.00 0.00 0% 234.00 4,504.50 134%
2 15' RCP STORM SEWER LF Im 20.30 39,991-00 1.208.00 24,522.40 61% 1.588.00 32.236.40 81%
3 18' RCP STORM SEWER LF 422 22.30 9,410.60 504.00 11.239.20 119% 587.00 13,090.10 139%
4 24" RCP STORM SEWER LF 1014 26.00 26,364.00 988.00 25,688.00 97% 1,215.00 31.590.00 120%
5 30* RCP STORM SEWER LF 292 38-00 11.096.00 259.00 9,942.00 89% 259.00 9,842.00 99%
6 36" RCP STORM SEWER LF 650 51.25 33,312.50 192.00 9,80.00 30% 676.00 34,645.00 104%
7 42" RCP STORM SEWER LF 205 69.00 14,145.00 0.00 000 0% 170.00 11,730.00 83%
8 15" RC APRON 13A 2 445,00 890.00 1.00 445.00 50% 2.00 890.00 100%
9 24" RC APRON EA 3 540.00 1,620.00 3.00 1,620.00 100% 5.00 2.700.00 167%
10 36" RC APRON EA 1 950.00 950.00 1.00 950.00 100% 1.00 950.00 100%
11 42' RC APRON EA 1 1,050.00 1,05000 0.00 0.00 0% 1.00 1,050.00 100%
12 15' TRASHGUARD EA 2 225.00 450.00 1.00 225.00 50% 2.00 450.00 100%
13 24"TRASHGUARD EA 3 320.00 960.00 3.00 960.00 100% 5.00 1,600.00 167%
14 36" TRASUGUARD FA 1 550.00 550.00 1.00 550.00 100% 1.00 550.00 100%
15 42"TRASHGUARD RA 1 650.00 650.00 0.00 0.00 0% 1.00 650.00 IOD%
16 48" DIA. STORM MANHOLE EA 25 1,130.00 28,250.00 14.00 15.820.00 56% 20.00 22,600.00 90%
17 54" DIA. STORM MANHOLE EA 2 1,570.00 3,140.00 2.00 3,140.00 100% 2.00 3.140.00 100%
18 60" DIA. STORM MANHOLE EA 5 1,680.00 8.400.00 2.00 3,360.00 40% 9.00 15.120.00 180%
19 66" DIA. STORM MANHOLE EA 4 1,920.00 7.680.00 0.00 0.00 0% 0.00 0.00 0%
20 72' DIA. STORM MANHOLE FA 1 2,260.00 2,260.00 1-00 2,260.00 100% 2.00 4,520.00 200%
21 78' DIA. STORM MANHOLE EA 1 2.900.00 2,900.00 1.00 2,900.00 100% 1.00 2.900.00 100%
22 90* DIA. STORM MANHOLE EA 1 3,600.00 3,600.00 0.00 0.00 0% 0.00 0.00 0%
23 27" DIA. CATCH BASIN EA 3 690.00 2.040.00 0.00 0.00 0% 2.00 1.160.00 67%
24 24' x 36" CATCH BASIN EA 12 920.00 9,840.00 9.00 7,380.00 75% 12-00 9.840.00 100%
25 EXTERNAL MANHOLE SEAL EA 39 180.00 7,020.00 0.00 0.00 0% 0.00 0.00 0%
26 EXTERNAL CATCH BASIN SEAL EA 14 210.00 2,940.00 0.00 0.00 0% 12.00 2,520,00 86%
27 INLET STRUCTURE EA 5 2,400.00 12,000.00 2.00 4,800.00 40% 5.00 12,000.00 100%
28 BAFFLED WEIR EA 1 2,300.00 2,300.00 0.00 0.00 0% 0.00 0.00 0%
n:\cicrical\260\260078#5.XLS PAGE 3 260-079-30
....... .. .
. ... .. ..... ..
29 10" DIP PIPE LF 50 24.00 1,200.00 0.00 0.00 0% 42.00 1,008-00 94%
30 12' DIP PIPE LF 50 26.00 1,300.00 39.00 1,014.00 78% 50.00 1.300.00 100%
31 RIP RAP - CLASS III TN 150 53.00 7,950.00 75.00 3.975.00 50% 111.00 S,883.00 74%
T SCHEDULE 4.0 STORM SEWER —TOTAL 247,627.85 130,530.60 228,669.00
PERCENTAGE OF SCHEDULE 4.0 COMPLETED: 92%
EXTRA ITEM
I REMOVE & REPLACE CLASS 5 FOR C & G LS 1 3281 0.00 0.00 0% 1.00 3,281.00 100%
T EXTRA ITEMS—TOTAL 0.00 3,281.00
TOTAL AMOUNT THIS PERIOD 279,726.93
TOTAL AMOUNT TO DATE 881,270.82
DESCRIPTION CONTRACT AMOUNT TOTAL THIS PERIOD TOTAL TO DATE
SCHEDULE 1.0 STREET CONSTRUCTION — TOTAL 476,164-55 29,454.47 174,526.00
SCHEDULE 2.0 WATERMAIN — TOTAL 246,110.50 79,752.55 237,719A5
SCHEDULE 3.0 SANITARY SEWER — TOTAL 260.805.25 39,989.31 240,3545.37
SCI IEDULE 4,0 STORM SEWER — TOTAL 247,627.85 130.530-60 229,669.00
EXTRA ITEMS —TOTAL 0-00 0.00
PERCENTAGE OF CONTRACT COMPLETED; 72%
)T
........ . .
. ......... . ... .....
AMOUNT EARNED $279,726.93 $881.270.82
..........
AMOUNT RETAINED $13,986.35 S".063.54
MATERIAL ON SITE 50.00 $0.00
R4
MATERIAL DEDUCT. 50.00 $0.00
........... .... ...
$571,466.70
AMOUNT DUE $2 740 58 $265,740.58
n:%cleri"IU60126007885.XLS PAGE 4 260078-30
I hereby certify that all items and amounts shown by this pay estimate are
correct for the work completed to date.
CONTRACTOR: C.W. HOULE, INC.
BY:
TITLE:
DATE:
Based on the ENGINEER'S on -site inspections as an experienced and qualified design
professional and on review of application for payment and the accompanying data and
schedules, the ENGINEER has determined, to the best of his knowledge and belief,
that the quantities shown by this estimate are correct and that, based on such inspections
and review, that the work has progressed to the point indicated (subject to an evaluation
of such work as a functioning Project upon Substantial Completion, to the results of any
subsequent tests required by the Contract Documents, and to any qualifications stated in
his recommendation), and that payment of the amount recommended is due Contractor(s);
but by recommending any payment, the ENGINEER will not thereby be deemed to have
reviewed the means, methods, sequences, techniques, or proceedures of construction
or safety precautions or programs incident thereto or that the ENGINEER has made any
examination to ascertain how or for what purpose any Contractor has used the monies
paid on account of the Contract Price, or that title to any of the work, materials, or equipment
has passed to the Owner free and clear of any lein, claims, security interests or encumbrances,
or that the Contractor(s) have completed their work exactly in accordance with the Contract
Documents.
ENGINEER: MSA, CONSULTING ENGINEERS
BY:
TITLE:
DATE:
END.XLS
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ERA& MUSKE COMPANY REAL ESTATE
November 21, 1996
Mr.Glen Powers
1870 Quebec St.
Centerville, Mn 55038
This letter is the follow -up to your phone conversation with Mitcn Ammerriann on November 13,
1996 regarding concerns you have with your home. As you are aware, on November 14, 1996,
myself, Mitch, Dave, Jerry's Floor Store and a cement contractor met at your home to look over
your concerns, a list of which will follow together with our suggested solution for each.
I. Front Door Warped DOOR WAS NOT WARPED. MINOR ADJUST -
b1ENT NEEDED WAS COMPLETED 11/14/96.
2. Dip in carpet where vinyl THIS IS NORM ML WHERE THE FLOORS
& carpet meet. MEET. JERRY'S FLOOR STORE WILL TRY
TO ADJUST SO TRANSITION IS MORE TO
YOUR SATISFACTION. PLEASE CALL
JERRY'S FLOOR STORE AT 786 -7570 TO
MAKE AN APPOINTMENT.
3. Central Air Does Not Work. OUR AC CONTRACTOR & ELECTRICIAN
BOTH WERE OUT EARLIER & COULD NOT
FIND ANY PROBLEM. IF YOU EXPERIENCE
PROBLEMS WITH THE AC UNIT, PLEASE
l,Ai.L, MELLUSir;1.ECTSIU : AT 434 -6970.
4. Furnace Does Not Work. FURNACE WAS OPERATING PROPERLY.
5. Window Screens Do Not Fit. SCREENS APPEAR TO FIT FINE. WE
CALLED THE MANUFACTURER'S REP &
ADVISED OF PROBLEM. I SPOKE TO
PAUL AT ABC MILLWORK. I-IE EXAMINED
THE SCREENS ON 11/20/96 AND COULD
NOT FIND ANY PROBLEMS. IF YOU HAVE
FURTHER QUESTIONS, PLEASE CALL
PAUL AT 937 -9060.
6. Garage Door Needs Repainting. ASTER VIEWING THE DOOR, IT APPEARS
7989 LAKE DRIVE - LINO LAKES, MINNESOTA 55014 • 612- 785 -7850
Each office indcnendently owned and operated. I MLS
PAINT MAY BE THIN IN SOME AREAS. IF
WE WERE TO DO ANY TOUCH -UP ON THE
DOOR,IT WOULD BE IN THE SPRING IN
MORE FAVORABLE WEATHER CONDITIONS.
7. Front Stoop Appears "100" AFTER CAREFUL REVIEW, NOTE IS MADE
years old" OF A SMALL AMOUNT OF DISCOLORATION,
WHICH IS NORMAL & ACCEPTABLE IN
CONCRETE.
8. Basement Floor "racks. TLM MINOR CRACK IN THE FL,LvR IS
TYPICAL & WELL WITHIN THE STANDARDS
FOR CONCRETE.
9. Garage Floor Cracked. THE CRACKS IN THE GARAGE FLOOR ARE
BELOW THE ACCEPTABLE LIMITS OF THE
INDUSTRY STANDARDS.
This is a reminder that emergency repairs are done when and as needed, however, minor repairs
are done at the eleven (I 1) month walk thru.
Please forward repairs needed on call back sheets provided to you at closing to Avalon Homes,
920 West Broadway, Forest Lake,Mn. 55025.
Sincerely
A7 -�
Michael A. Broker
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Norma and Burt Essex
7333 Old Mill Rd
Centerville
June 17, 1997
TO: Centerville City Council
FROM: Norma and Burt Essex
RE: Sodding
This is in response to the letter received from the city manager stating that we must sod our
lawn. Last fall we seeded our lawn. We were not informed that sodding was our only option.
We are proposing that the attached letter from Jim March be rescinded because:
A. A number of city employees knew last fall that we seeded and let it rest. At that time,
we could have laid sod over the seeded area.
B. This spring, our lawn was approved and our deposit was returned. Now you say it was
a mistake. Why do we feel that we are paying for all the mistakes made by city
employees, builder, and developer?
C. We did not intentionally disobey the ordinance.
D. At the time of closing we were >Q told that our only option was to sod. Neither were
we told that we could not seed. When the builder gave us credit for landscaping, we
told him we were planning to seed. He s id nothing about sodding. I called the builder
last week. He said he was not aware of any such ordinance.
E. As we understand, this issue appears to be the result of a call from a neighbor
complaining about our lawn. Her front yard was sodded at that time. She also stated
that another neighbor intended to seed. I checked with that neighbor. He said the
builder was going to sod is yard. As you can see from the enclosed pictures, our lawn is
in good shape. There is a picture included that shows the neighbors lawn who
complained that our lawn looked crumby next to theirs. The picture is of their back
yard. They have been in a year and a half and are not finished landscaping their yard.
Our lawn is now well established and growing good. To lay sod at this time would be costly
and involve:
A. Tearing up an established lawn and lay sod, will be very costly.
B. We spent $55.84 for seed; black dirt, 2 loads $443.58; bobcat /grading $210.00 at
time of seeding.
C. Cost of tearing up the lawn and sodding $1,400. (See attached estimate.) They can not
do the work until late July.
Enclosed are pictures of our lawn next to the neighbor's lawn who made the complaint. As you
can see, our lawn is well established and in good condition. Giving us 30 days to obey the order
is not very much time for a large project as this. Also, we are experiencing a drought and sod
takes a lot of watering, more than an established lawn. Other residents have taken the full
summer to lay their sod. Why such a time restraint?
Mistakes were made, learn from them, and move on.
terviC, 1880 �VfainStreet • CentemilTe, MN 5:038
`lastaffished 185 (612) 429 -3232 • fad,(612)429 -8629
June 6, 1997
Mr. Burton Essex
7333 Old Mill Road
Centerville, MN 55038
Dear Mr. Essex,
According to City Ordinance #8 section 38.12, all new homes must
have the front yard, boulevard and side yards to the rear of the
structure sodded. It has come to our attention that you have
seeded the lawn on your property. This is against City Ordinance
and the City inadvertently returned your sod escrow.
By order of the City Council, the City is going to require that
you sod your property as specified by City Ordinance. The
seeding situation on your property has set an unwanted precedence
that has been noticed by several new homeowners that wish to seed
their properties as well.
If you cannot arrange to have your lawn sodded within 30 days
from date of this letter, the City will contract for this service
and the appropriate fees including interest will be assessed to
your property.
We apologize for the inconvenience and the mistake that was made
in this situation. The City is willing to reimburse you for the
cost of grass seed that you used in seeding your lawn in an
amount not to exceed fifty dollars. Please call me if you have
any questions regarding this matter.
rely,
March
6
ity Administrator
cc: City Council
L. N. Sodding
f Sodding, Seeding, Lawn Repairs, Grading
LANCE NOREN
6198 HOLLY DR.
LINO LAKES, MN 55038
Telephone: 481 -9269 0
Date 6 19 1 Z
Proposed to �SSe
old m ! I Rd
PROPOSALFORM
We are pleased to submit the following quotations for your consideration:
-7p 1 r'US IV , LEA
� CJ d fe y = erfl �rL�I� c� �d ad
'
Ci o as
Terms: C.O.D.
Purchaser Agrees to Accept
Purchaser assumes all responsibilities Responsibility For any Damage.
after sod or seed is installed including watering. AUTHORIZED
SIGNATURE
Customer acknowledges quote of above product and agrees to pay interest at 1.5 %
monthly and agreesto payallTeasonable costof collection, including attorney fees INTMECASEWE AREA DEEMED CONnIRA R:
incurred in collecting this account arising four this proposal. wA,�. LONRIACTOrtS NOTICE TO OWNER
ACCEPTANCE OF PROPSAL " "° E
4 0. �T�. N v.
e above prices, specifications and conditions are satisfactory and are hereby a epted. You are authorized to do the work
specified. Payment will be made as outlined above.
Accepted Signature
Date Signature
Waterworks Beach Club, inc.
7281 Main Street
Centerville, MN 55038
City of Centerville,
I have been approached by X105/KQRS/EDGE to host a benefit for flood relief.
It will not be as large as Summer Jam, but I would be using our proven event plan featured with
Summer Jam. I propose this event to be held during Fete de laks (9) To minimize community
disruption, and compliment the cities celebration. There will be major News coverage, and present
Centerville in a positive role in helping our neighbors. I have spoken with Jim for a preliminary
outlook, and if it might be possible. I submit the following outline for your information and
comment.
Day: Saturday
Music format: Rock
Tickets: 3000
Times: 11:00am- 9:OOpm
Parking: Same as Summer Jam
Security: Same as Summer Jam
Most everything could be compared to Summer Jam, other than quantity of people. As I
discussed with Jim, I think it would be great if we could use some of our proceeds to Support the
construction of the new City Park. I am available most anytime at 612- 799 -4250, for questions or
comments.
Thank you f your time.
Ke ore so�
President
CIS
Howard R. Green Company (M.SILM6ENiIAHM
CONSULTING ENGINEERS Formerly MSA
Consulting Engineers
Memorandum
To: Mr. Jim March, Administrat N ,
From: Mr. David E. Nyberg, P.E. ) w v �� 4y
Subject: Council Agenda Items - June 25, 1997 Council Meeting
Date: June 18, 1997
File: 260000M
Please include the following items listed below on the Council meeting agenda for the above
mentioned date. Attached are several items of correspondence that should be distributed
to the Council.
Pay Estimates
• Eagle Pass
• Clearwater Meadows
• Main Street/Elementary School Watermain Extension
Heritage Street and LaMotte Drive Cost Estimates
Options and Cost Estimates for improvements to Heritage Street and LaMotte Drive in
Centerville. We will be available to discuss these options further at the Council meeting,
1997 Seal Coat Improvements
We recommend award of the seal coat improvements at this time. Please let us know at the
Council meeting if you have any questions about the project. We have included a copy of
a previous letter on this issue for your review.
DEN /jl
000- 1810.jun
1326 Energy Park Drive • St. Paul, MN 55108 • 612/644 -4389 fax 612/644 -9446 toll free 800/888 -2923
OP l ist
Howard R. Green Company (WITI MM
CONSULTING ENGINEERS Formerly MSA
Consulting Engineers
June 17, 1997
File: 800370J
Mr. Jim March
City of Centerville
1880 Main Street
Centerville, MN 55038
RE: PAVEMENT OPTIONS FOR HERITAGE STREET AND LAMOTTE DRIVE
Dear Mr. March:
As requested by the City Council, we have looked into several pavement reconstruction
options for Heritage Street and Lamotte Drive.
This letter will briefly discuss each option, including the estimated construction cost.
Option 1 - Bituminous Patching
Option 1 includes saw cutting out the problem areas in the pavement and replacing them with
bituminous patches. This type of repair would only be temporary as there are underlying
problems with the soils in these areas. Problem areas such as these have a tendency to
reoccur through repairs due to weak soils underneath the pavement. Therefore, this option
would offer only a temporary solution.
The estimated cost for this option is:
Heritage Street (130 SY): $3,900.00
Lamotte Drive (310 SY): $9,300.00
Total Construction Cost $13,200.00
Option 2 - Patch and 1 %" Overlay
Option 2 includes patching the pavement as in Option 1 and placing a 1 ' /z' bituminous
overlay over the entire area, once the bituminous patches are in place. This option will not
only replace the sections of broken pavement, but also provide a smooth driving surface over
the entire street. This option would not provide any corrections for the weak underlying soils
at the problem areas, but would offer some addition pavement strength overjust the patching
option. As with Option 1, this would only be a temporary solution, as cracks in the existing
pavement would have a tendency to reoccur through the new overlay.
1326 Energy Park Drive • St. Paul, MN 55108 • 612/644 -4389 fax 612/644 -9446 toll free 800/888 -2923
Mr. Jim March
June 17, 1997
Page 2
The estimated cost for this option is:
Heritage Street (630 ft of street): $7,125.00
Lamotte Drive (1135 ft of street): $13.785.00
Total Construction Cost $20,910.00
Option 3 - Mill and 3" Overlay
Option 3 includes milling the full thickness of existing pavement, leaving millings in place, and
overlaying with three inches of bituminous. The bituminous millings would be graded and
compacted to act as an aggregate base for the overlay. This option would offer added
support over just an overlay, from the even base of compacted bituminous millings. This
option, however, may also only be temporary depending on the geotechnical properties of
the subbase, especially in the problem areas. Additional soil correction in the problem areas
may make this option more suitable.
The estimated cost for this option is:
Heritage Street: $19,740.00
Lamotte Drive: $34.120.00
Total Construction Cost $53,860.00
Option 4 - Full Reconstruct with Bituminous Curb
Option 4 includes removing the existing pavement and problem soils under the existing
pavement, and adding a 6" Class 5 base, 3" bituminous surface, and bituminous curb. This
option would offer the greatest support for a new pavement surface and would offer the best
driving surface. This option does not include any cost for storm sewer, but could be added
as needed.
The estimated cost for this option is:
Heritage Street: $23,305.00
Lamotte Drive: $40.635.00
Total Construction Cost $63,940.00
Howard R. Green Company
CONSULTING ENGINEERS
Mr. Jim March
June 17, 1997
Page 3
Option 5 - Full Reconstruct with Concrete Curb
Option 5 includes all aspects discussed in Option 4, but a concrete curb would replace the
bituminous curb. This concrete curb would be consistent with what is now being used within
the City, but would add to the construction cost. This option does not include any cost for
storm sewer, but could be added as needed.
The estimated cost for this option is:
Heritage Street: $28,425.00
Lamotte Drive: $49.795.00
Total Construction Cost $78,220.00
Other Considerations
Before making a final decision on a pavement option for Heritage Street and Lamotte Drive,
we would recommend having soil borings done on these streets to determine the existing
geotechnical properties of the materials in the road cross section. A geotechnical exploration
may indicate the need for a sand subbase, ge textile fabric, and drain tile to offer enough
support for the pavement in some or all areas. This would allow for a more accurate decision
on what pavement option will be most cost effective.
We hope that this information is useful to the Centerville City Council for making a decision
about the pavement concerns on Heritage Street and Lamotte Drive. We will be in
attendance at the June 18th Council meeting to answer any questions the Council may have
about the information contained in this letter.
Sincerely
Howard R. Green Company
David E. Nyberg, P.E. Paul B. Kauppi
Project Manager Staff Engineer
PK1jl
800j7370- 1704.jun
Howard R, Green Company
CONSULTING ENGINEERS
Howard R. Green Company
EMS
COWLTOC WflIE111
CONSULTING ENGINEERS Formerly MSA
Consulting Engineers
Memorandum
To: Mr. Jim March, Administrat p /
From: Mr. David E. Nyberg, P.E. )M&k-- VIV
Subject: Council Agenda Items - June 25, 1997 Council Meeting
Date: June 18, 1997
File: 260000M
Please include the following items listed below on the Council meeting agenda for the above
mentioned date. Attached are several items of correspondence that should be distributed
to the Council.
Pay Estimates
• Eagle Pass
• Clearwater Meadows
• Main Street/Elementary School Watermain Extension
Heritage Street and LaMotte Drive Cost Estimates
Options and Cost Estimates for improvements to Heritage Street and LaMotte Drive in
Centerville. We will be available to discuss these options further at the Council meeting.
1997 Seal Coat Improvements
We recommend award of the seal coat improvements at this time. Please let us know at the
Council meeting if you have any questions about the project. We have included a copy of
a previous letter on this issue for your review.
DEN /jl
000- 1810.jun
1326 Energy Park Drive • St. Paul, MN 55108 • 612/644 -4389 fax 6121644 -9446 toll free 800/888 -2923
May 8, 0-09 C nn � File: , 1997 -20 f
I010TE1G ElGBEEKS Mr. Jim March, Administrator
City of Centerville
1326 Energy Park Drive 1880 Main Street
51. Paul, MN $5108 Centerville, MN 55038
612 -644 -4389
1800- 8882923 RE: BID OPENING - 1997 SEAL, COAT IMPROVEMENTS
Fax: 612-644-9446
Dear Mr. March:
On May 8, 1997, we opened the bids for the above - referenced project. There were three
plan holders, all of which submitted bids for the project. The apparent low bidder for
the project is ASTEC Corp. Below is a summary of the three bidders and their
corresponding bids for the seal coating work:
ASTEC Corp. $22,036.95
Allied Blacktop Co. $22,340.00
Caldwell Asphalt Co., Inc. $26,601.10
` NwRC " "';N -AL All crack sealing, heat patching, and structural repairs will be done prior to seal coating.
" " IN
rur NG This work is being coordinated with Mr. Paul Palzer from the Centerville Public Works
Department.
soup wade
57=J uRA` We have checked references and find ASTEC Corp. to be a competent contractor for the
su.RvEYING project. Once all repairs have been made, we will then recommend award of the contract
TRAFFIC to ASTEC Corp.
TRANSPORTATION
;..cR ca,, :'r:AN CAl We will be at the Centerville Council Meeting on May 14th to answer any questions the
eNG ;NE:zwG: Council may have about the bid.
�V.AC
r,YJEF.. oisielsbDON Sincerely,
S�ALA
sY:T,l.I CON'. RJ-s MSA, CONSULTING ENGINEERS
David E. Nyberg, P. Paul B. Kauppi
Project Engineer Staff Engineer
DEN /PBK:tw
cc: Mr. Paul Palzer, Centerville Public Works
FICES IN Mr. Daniel Smith, Allied Blacktop Co.
NEAPOLIS Mr. Bruce Balzer, ASTEC Corp.
PRIOR LAKE Ms. Brenda Caldwell, Caldwell Asphalt Co., Inc.
ST. PAUL
WASECA 095 -0610.may
An Equal Opportunity Employer
Ehl an Rssoei SA C,
LEADERS IN PUBLIC FINANCE
Post•It Fax Nate 7671 Date pages
CC fo � From 1 k�
s
colDept.
June 16, 1997
TO, Tim Yantos, Anoka County BRA
FR; Mark Ruff
RE: Centerville Housing
Based upon discussions with you and Frank Dunbar, we have rerun the sources and uses, rents, debt
service, and cash flows for the 16 unit Centerville project, including PILOT payment.
Th..n are two runs attached, one at current estimates and the other at rents with $25 per month added to
each unit type.
On lines 32 through 36 on the `'Cash Flows - Income Expenses, and De6P' page, are listed the expected
cashflow at 93% oCCapanCy and curent expense assumptions, anticipated debt service coverage, amount
necessary for the Cit-, to pledge above the $3,000 in annual KR-A levy, and the cash flow on 100%
occupancy.
Please contact me if you would like to discuss these issues further.
a
OKA COUNTY MRA
of Centerville Senior Housing - Draft Numbers Only - Current Rent Assumptions
ree and Uses
— OURC USES T °J OF DTAL
S_ HOfI_ ING TOTAL. SR HrO� N TOTA pER 0 0.00%
1,265,000.00 1,265,000.00 ACQUISITION . 0
TAY- F�CEMPT G.O_ BOND A I+ln OOb
i UNIONS GRANT
CONSTRUCTION FUND 1,100,000.00 68,750.00 82.430/6
INTEREST ON PROJECT FUND 19,408.52 19,4C8.52 BLDG COSTS & CONTINGENCY 1,100,000.00
i
ACCRUED INTEREST 0.00 0.00 77,950.00 4,871.88 5.84°I°I
TOTAL SOURC 1,334,408.52 1,334,408.52 CONSTRUCTION SOFT COSTS 24 000.00
ARCH_ & ENG.
FURNISHINGS /INTERIOR DESIGN 2,000.00 -
Assumptions: CONSTRUCTION TECH. SUPPORT 37,950.00
1_ Closing on financing on August 1, 1997. INSURANCE 2,500.00
2. COnstrbction completed on May 1, 7998.
MANAGEMENT STARTUP COSTS 5,000.00
3. Capitalized interest through July 1, 1998. SOILS /SURVEY 4,000.00
4. Estimates for interest may vary significantly before dosing. ENVIRONMENTAL 2,500.00
COSTS OF ISSUANCE
59,737.50 3,733.59 4.48%
CITY COST REIMBURSEMENT 5,000.00
BRA COST REIMBURSEMENT 5,000.00
MARKET STUDY 1 ,800.00
4 BOND & OS PRINTING z2�137.50
UNDERWRITER 6
I BOND COUNSEL
FINANCIAL ADVISOR 13,000.00
TITLE DISBURSEMENT /INSURANGE. 3,000.00 1
PAYING AGENT 300.00
CAPITALIZED INTEREST FUND 69,109.17 4,324.95 5.19
CAP. INTEREST 69,199.17
0.00 0.00
DEFAULT FUND 0.00
DEBT SERVICE RESERVE.
` OPERATING FUND
20,000.00/ 1,230.00
OPERATING FUND 20,000-00
CONTINGENCY 7,521.86 7,521.86 470.72
TOTA USES 1,33 1,334,408. 83,4 00.53 100.04 ° /a�
7197 12 -08 PM Prepared by Ehlers/Publicorp, Inc. - Estimates Subject to Change
n:ranokhra196hsg10ENTER7A.W K4
aOKA COUNTY 1-IRA
y of Centerville Senior Housing - Draft Numbers Only - Current Rent Assumptions
venue, Rate and Inflation Assumptions
PROJECT REVENUE ASSUMPTIONS - RESIDENTIAL RATE ASSUMPTIONS
!� OITTHILY Rpd{ t{11�L UN!T F2ENT/ 11 months
TYPE
_B UNITS R�N UE S.F. -F__ `Assumed Cap. Interest Period: O
1 BR 525 2 12,600 Accrued Interest Days 525 120/6
1 BR +Den 575 10 69,000 G -O. interest Rate 5.0000%
2 Bft 625 4 30,000 Reserve Investment Rate 5.0000%
( Other Funds Investment Rate
(Garage Revenue 35 16 6.720 I 1
Rentals 16 118,320 JJ ll
'Rents include all u #cities except telephone and electricity
INF LATION AS SUMPTIONS 2 Q04 24?Q`�. 2
O 0
2998 7990 � QOI 2002 ° 2,00 2,00% 2.00% 2T 2.00'5
RENTAL REVENUE NA 0.00% 2.00% 2.00% 2.00% 2.00 fo 2.000/a ° 2.00°10 2.00'10 2.00 ° w 2.00%
2.00% °
BOTHER INCOME NA 0.00% 2-00% 2.00% 2.00% 2 .00oo 2.00% 4.00% 4.00% 4.00 4.00% 4.0010
PIA 0.00% 4.00% 4.OD% 4.00% 4.00 4.00% 7.DC% 7 -00% 7.00°1° 7.00°1°
EXPENSES ° ° 7. 00 % 7.D0% 7.00% 7.00% 7.00% 7.00%
VACA 30.00.6 10
: MON THS OPERATING
17197 12:08 PM prepared ioy EhlerslPutAcorp, Inc. - Estimates Subject to Change
❑:lano0ra196hsglCEN TER7A. W Ka
ANOKA COUNTY KRA
" City of Centerville Senior Housing - Draft Numbers Only - Current Rent Assumptions
Cash Flows - Income, Expenses and Debt
N
M
m
CASH FLOW -INCOME _
N 7998 7999 2904 2-091 200 .. 2003_ 2004 - - -- 2.00_2` 21
1 RENTAL REVENUE 78,880 118,320 120,686 123,100 125,562 128,073 130,635 133,240 135,412
2 INTERE INCOME (+-) O O O O
3 GROSS REVENUE 78,880 1 18,320 120,686 723,100 125,562 728,373 130,635 "133,248 735,912
4 VACANCIES ( -) 23,664 11,832 8,448 $,677 $,789 8,965 9,144 9,327 9,5 _
5 NET INITIAL REVENUE 55,276 706,485 712 ?38 114,483 116,773 119,108 121,493 123,920 126,399
1 6 HRA LEVY (�) 8_ 000 8.000 8,000 8, 000 8,000
000 8,000 8;000 8, 8,0 00
7 EFFECTIVE INC OME 63,218 174 ,488 720,238 722,483 124,773 127,10 129,490 131,920 134,349
z -
8
° 9 CASHFLOW - EXPENSES AND DEBT _
} 10
R _1 ��9 2044 ?001 2_043 2.403 2004 zQ05 2400
PE l fLyL
12 OPERATING EXP. ( -) 4,050 4.211 4,380 4,555 4,737
° 13I GENERAL ADMINISTRATIVE 225 2,400 3,600 3,744 3.894 °
110 1,173 1,0 1,904 1,950 2,059 2,141
760 1,83 2,227 2- 316
14 INSURANCE 4,949 5,147 5,353 5,567 `'
151 SALARIES 275 2,933 4,400 4,576 4,759
612 5,724 5,839 5,955 6,075 6,196 6.342'
16 MANAGEMEN 'r FEE 333 3,550 5,324 5, 666 692 720 749 779 $10 8 *=
- . 17I PAYING AGENT 40 427 640
18 CONTRACTS 150 1.,600 2,400 2,496 2,596 2.700 2,808 2,923 3,037 3
19� ELECTRICITY 100 1,067 1,600 1,664 1,731 1.800 1,872 1,947 2,025 2, 105
800 1 ?O0 1 ,248 1,299 1 ,350 1,404 1.460
t,518 1.573
201 SMATER/SEWERITRASH 75 4,992 5,192 5,399 5,615 5,840 6,074 66,316
21 GAS 300 3,200 4,800
700 2,838
- 150 1,600 2,400 2,496 2,596 2, 2,920 "5,037 3,1
22 REPAIRS 8 MAMT. 40]
.' p 2,400 2,400 2,400 2,400 2,400 2,400 5715
23I REPLACEMENT( -) 150 O 313 5,477 5,511
24 5.812
2,507 4,944 5,217 5, 4,000 4, 000
�n 25 L PILOT 309 HRA MAN AGEMEN T FEE 4,030 4,000 4_ -1 4.0 4 ,070 -
a
26;TOTAL EXPENSES 2,467 �27,m16 34,832 40,668 41,001 43,199 44,439 45,725 47,057 48,433
w
27 -
c+ 2S INET O INCOME __ _ 41,800 _ 79,85679,57 80482 8_7 82,669 83,785 E4, %63 85, 6v
f 30ICASHFLQW AVAIL. FOR BONDS _41,800 79, 856 79,570 80,482 81,574 _ 82 ,669 83. _PA,863
37 (G O.j BONDS DEBT SERVICE ( -) 3 7,745 _90,4 89,515 89,125 93,420 92,460 9'0,480 5 ;,230 93,955
o e - 4,055 (70,5 (1 p,2 d5) ( 8,643) (4 (9,791 (12,775)
3 88 {10,3b7) (7,93
- 2 CA SH F'LCIVY AFTER FINANCING at 931° __ °� v 87% 89%
33 �EBT SERV{CE COVERA _ _^ _ % 89,0
90/0 -
34�EX,TRA QiTY PLEDGE TO 11 %DS 1 9_683 _ 7,556 21188 19,037 22.363 - 19,890 1;
19,226 1 , 7) (826)
--
35 CAS FFLO at 100 %O ccuparac y _ _ 1,198, (1,797) ( 26) 53,0 (3,570) f (1
o -
u
m
F-
x
0
t
m
X
}
m
z prepare
b Ehlers /Publico n1anokhra1961*kCEE
w 06f17/97 12:08 PM eP y rp, kr7c. - Estimates Subject to Change
,r L.entervute senior Housing - Draft Numbers Only - Current Rent Assumptions + $25 /month
;e and Uses
SOURCES USES
SR HOUSI TOTALS $g�p TO -IA—U PERUU IT 782.43% :- EXEMPT G_O. BOND 1,265,000.00 1,265,000.00 ACQUISITION UNIONS GRANT SO,QOfl.00 50,000.00 I.AND CONSTRUCTION FUND 1,100,000.00 68,750.00
INTEREST ON PROJECT FUND 19,408.52 19,408.52 BLDG COSTS & CONTINGENCY 1,100,000.00
ACCRUED INTEREST 0.00 0.00
TOTAL SOURCES 1,334,408.52 '1,334,408. CONSTRUCTION SOFT COSTS 77,950.06 4,871.88 5.84 %1
ARCH. & ENG. 24,000.00
Assumptions: FURNISHINGS /INTERIOR DESIGN 2,000.00
1. Closing on financing on August 1, 1997_ CONSTRUCTION TECH. SUPPORT 37,950.00
2. Construction completed on May 1, 7998_ INSURANCE 2,500.00
3. Capitalized interest through July 1. 1998. - MANAGEMENT STARTUP COSTS 5,000.00
4. Estimates for interest may vary significantly before closing_ SOILS /SURVEY 4,000.00
ENVIRONMENTAL 2,500.00
COSTS OF ISSUANCE 59,737.50 3,733.59 4.48 %�
CITY COST REIMBURSEMENT 5,000.00
HRA COST REIMBURSEMENT 5,000.00 i
MARKET STUDY 1 ,800.00 lI i
BOND & OS PRINTING 3,500,00
UNDERWRITER 22,137.50
BOND COUNSEL 6,000.00
FINANCIAL ADVISOR 13,000.00 1
TITLE DISBURSEMENT /INSURANCE 3,000.00
PAYING AGENT 300.00
CAPITALIZED INTEREST FUND 69,199.17 4,324.95 6.19%1
CAP. INTEREST 69,199.17
DEFAULT FUND 0.00 0.00 0,00 %�
DEBT SERVICE RESERVE_ 0.00 Il ii
i
OPERATING FUND 20;000.00 1,250.00 1.50 °1
OPERATING FUND 20,000.00
CONTINGENCY 7,321.86 7,521.66 470.12 0.56 0 /6 I
LTOTAL USES 9,334,408.52 1,3 83,400.53 100.00 % `` .
' 12:08 PM Prepared by Ehlers/Pubficorp, Inc_ - Estimates Subject to Change n:'anokhra196hsgtCENTER7B_WK4
aKA COUNTY HRA Rent Assumptions + $251month
of Centerville Senior Housing - Draft Numbers Only -
Current
Rate and - inflation Assumptions
' FRI E ASSUMPTIONS
PROJECT REVENUE ASSUMPT O RESIDENTIAL 11 months
MONTHLY pyFNUE S F�_ ed Cap. Interest Period: 0
l _ TYPE _�. F� UNITS 93 200 d Interest Days 6.12 °l0
I l 1 gR 55D 2 terest Rate 1 BR +Den 60 0 10 72,000 5.0000% 31,200 e Investment Rate 5.0000% 2 BR 650 4 Funds Investment Rate
6,720 ------- -- -�_ "..
Garage Re
ent als ue
L_ R 96 123,120
`Rents include all ufi1Hies except telephone and eledridty
_ OQS 2 06 .2Q07 2� 24�
IN ASSUMPTIONS — aoo2 2003 200° 200 °�
IN �� 2�1 ° 2.00 °!° 2.00 °!° 2.00% 2.00 °l0 2.00°(°
0.00% 2.00% 2.00!° 2.00!° 2 00% 2 00% 2.00k 2.00 2.00 ° k
(RENTAL REVENUE - NA 2.00% 2.00% ° 00
4 4.00%
NA 0.00% 2.00% 2.00% 2.00% ° ° 4.00% 4.00% 4.00% 7.%i
{OTHER INCOME NA 0 4.00% 4.00 4.00% 4.00!° 4'00!° 7 00 7.00% 7.00°/ 7,000/6 . EXPENSES ° 1D.00% ° _ 7 00% 700%
VXPEN:S 30.00% 7.00 7.00% 7.00!°
MONT OPE 8 T
n:lan0khra396hsg10EI4TER7 B. WK4
Prepared by EhlerslPublicorp, Inc. - Estimates Subject to Change
7197 12.08 PM
NOKA COUNTY MRA 1
ty of Centerville Senior Housing - Draft Numbers Only - Current Rent Assumptions I. $251month 1
7sh Flows - Income, Expenses and Debt
CASH FLOW - INCOME
I
1 928. 1942 2009 2001 2 002 2003 2024 244;2 2aos 2442
1 RENTAL REVENUE 82,080 123,120 125,582 126,094 130,656 133,269 135,934 138,653 141,426 144,255
2I I VE NC E ( +) - O O 0 0 - O O O 0 6 - -0
3 GROSS REVENUE 82,080 723,120 125,582 128,094 J 130,656 733,269 135,934 138,653 141,426 144,255
4 V ACANCIE S ( - ) 24,6 12,312 8,791 8,967 9,146 9,329 9, 515 9,705 9,900 10,098
5 NET INITIAL REVENUE 57,456 790,808 1'16,792 119,127 121,510 123,940 126,410 128,947 .131,526 134,157
6 HRA LEVY ( +) 8,00 8,000 8,000 8,00 S,DOO 8 ,000 8000 8000 8 8.000
7 EFFECTIVE IN _ 65,456 X18,808 924,792 1!.27,127 129,5'10 131,940 134,419 136,941 139,526 142,15
8
9 CASHFLOW - EXPENSES AND DEBT
10 _ --
17 F'�R_1Z 1998 3.9.8 -9 2SZOQ 2401 _202 2S)D 20_04 2445 3906 2407
12 OPERATING EXP. ( -)
13l GENERAL ADMINISTRATIVE 225 2,400 3,600 3,744 3,894 4,050 4,211 4,380 4,555 4,737 4,927
14 INSURANCE 110 1,173 1,760 1,830 1,904 1,980 2,059 2,141 2,227 2,316 2,409
15 SALARIES 275 2,933 4,400 4,576 4,759 4,949 5,147 5,353 5,567 5,790 6,022
15, MANAGEMENT FEE 346 3,694 5,540 5,840 5,956 6,076 6,197 6,321 6,447 6,576 6,708
171 PAYING AGENT 40 427 640 666 692 720 749 779 610 842 876
18 CONTRACTS 150 1,600 2,400 2,496 2,596 2,700 2,808 2,920 3,037 3,158 3,285
19 ELECTRICITY 100 1,067 1,600 1,664 1,731 1,800 7,872 1,947 2,025 2.105 2
20 WATERISEWER/TRASH 75 800 1,200 1,248 1,298 1,350 1,404 - 1,460 1,518 1,579 1,642
21 GAS 300 3,200 4,600 4,992 5,192 5,399 5,515 5,840 6,074 6316 6,5691
22 REPAIRS & MAINT. 150 1,600 2,400 2,496 2,595 2,700 2,808 2,920 3.037 3,158 3,2851
231 REPLACEMENT ( -) 150 0 0 2,400 2,400 2,400 2,400 2,400 2,400 2,400 2,400
241 PILOT 323 2,619 5,160 5,444 5,545 5,648 5,752 5,859 5967 6,0761
25 HRA M ANAGE ME NT FEE 250 2,667 4 4,000 4,000 _ 4,000 4, 000 4 ,000 4,000 __ 4,000 4,00
25 TOTAL EXPENSES 2,494 21 3
,560 4,960 _ 41,112 4 43,668 44,918 46,213 47,555 48,946 50,3871
2P N ET OP ERATING INCO 43, 8 3,848 83,68 84,6 8 8 7,022 88,206 89,342 90 ,Sb0 ,_91,7769;
1
CASH A FOR BONDS 43,896 8 3,848 83 ,68 0 84,666 _ 85, 842 87,022 68,20 69,392 9C _ 97.769
31 '(G. O.) B ONDS .7 EBTSERVICE ( -) 3 90,490 89,815 89,725 93, 420 _ 92,4 95,230 53,95 J 97,655
7
32'CASH FLOW AFTR FINANCING at 93 °I 6
6,151 ,642 - _(6135 ) 459 _ __ )__ ( ) ( ) 274 5,638) (3,3 ?5j _ - {5886
E ( ) (4, 5,438 ( ) _
33M SERVICE COVE _ 93% 93% 95% 92% 94% 96 %_ 94/0
34 EX�TRAC1T PLEI?GE TO °f CSC _ 15,691 15,11 - 13,371 '16, 920 'I 4,684 _ _ 1_7,_922_ __ 15,361 _ ._2.710
� _15,651
35 �� SH FLOYV at 100% Occupanc 30,7 5,6 70 2 ,655 4 ,508 . 1,568 3, 891 1 ,241 - 3,868 6,525 - 4,2121
1 7/97 12:08 PM Prepared by Ehlers /Publicorp, Inc. - Estimates Subject to Change 0a(1*khta06ns910ENTER7E3 -WK4
C
CO-
June 17, 1997
To Jim March
Theresa Brenner
Frank Dunbar
Tun Pantos
Tom Durand
From: Mary Beth Davis
Great Lakes Management
Please find enclosed the pre - reservation list for the Centerville Senior Housing
Development as of today,'6J17. We have received a signed reservation deposit and a
5200 check from each of these individuals.
The following is a breakdown of the reservations received thus far.
S LrSL�
Number of applicants currently residing in Centerville: 14
• One applicant has resided in Cente ' e for 14 years; the remainder have lived
there for 50 years or longer.
7 ofthese applicants also have children who live in Centerville
Number of applicants who do not live in Centerville, but have a child who does: l
This applicant's child has been a resident for 3 years
Number of applicants who do not live in Centerville: ¢
These applicants reside in:
Hugo: 2
White Bear Lake; I
Forest Lake: 2
Blaine: 1
"— ayp # Pre- reserved
I Bedroom 3 4
1 11c.droom + Den 7 10
2 Bedroom 7 2
s
THE CITY OF CENTERVILLE
PRE - RESERVATION LIST FOR
PROPOSED SENIOR IOLISING DEVELOPMENT
UMlT
NUMB [, NAME::! At3Ql��C56' miukrz' TYPE
1 arret, Vi 024 Centerville Road 429 -2411 1 BR +DEN
enterville. Minnesota 55038
2 emier, FrancislMarjorie 1430 Karth Road 42 6-5571 1 BR +DEN
Hugo, Minnesota 55038
3 Lamotte, Vera/Floyd 1895 Main Street 426.5629 EIBR+DEN
enterville Minnesota 55038 4 Drewlo. Arnold/Shlrley 7029 Centerville Road 429 -1482
I u o. Minnesota 55038
i 5 Shaughnessy, Thomas/Betty LOU 262 Otter Lake Road 428.7351 1 BR +MN
We Bear Lake, Minnesota 55110
6 Bruckman, Katherine 1675 Livingston Ave. #115 4557458 1 BR
est St. Paul, Minesota 55118
7 Neumann, Walter /Lorraine 1989 S. Robin Lane 429 -0001 2 BR
antervllie Minnesota 55038
8 Bluhm, Willard 57 7th Ave SW #4 484 -8159 1 BR +DEN;
Forest lake, Minnesota 55025
9 Barott, Gary/Darlene 13345 E. Rondeau Lake Drive 4e4 -5820 2 BR
—J u
Forest Lake, Minnesota bb025
10 LaMette, Robert/Joan 1043 Heritage St. 429 -1483 213R
Centerville, Minnesota 550 38
11 ensel, LeotMargaret 1744 Heritage St. 429 -2425 28R
enterville, Minnesota 55038
12 IWilharber, Winifred 813 Centerville Road 429.3608 1 BR +DEN
enterville Minn. 550
13 Bailey, Wiliam 13061 Hoisting Street N.E. 769.3282 1 BR
Blaine, Minnesota 55449
r 14 Dohmen, Leo/Mary J. 617 Peltier Lake Drive 429 -7903 2
OR
___Hu 0, Minnes0ta 55038
15 Rivard, Marcel 072 Progress Street 428 -7309 2 BR
Hugo, Minnesota 55038
18 Cartier, Harvey 15057 N. Forest Blvd 20 -1928 1 BR
H ugo, Mi nnesota 55038
17 Lang, Mary Jane 1559 Peltier Lake Drive 26 - 7610 2 BR
Centerville, Minn. 55036
18
i
19
20
21
22
23
24
25
26
27
i 28 �
29
30
CITY OF CENTERVILLE
RESOLUTION 97 -11
RESOLUTION AUTHORIZING H.R. GREEN TO REVISE THE
20TH AVENUE UTILITY EXTENSION FEASIBILITY STUDY
AND ORDERING THE PREPARATION OF A
TOPOGRAPHICAL SURVEY.
WHEREAS, the City of Centerville received a certain petition on June 4, 1997, from Mr. Gerald
Rehbein, doing business as; R & R Leasing, PO Box 324, Centerville, Minnesota 55038, and
WHEREAS, the property owner Mr. Gerald Rehbein has submitted a petition requesting utilities
to service the property identified as SE 1/4 of SE 1/4 of Sec. 23, T31, R22 also known as R23 31
22 44 0001, and
WHEREAS, a certain petition requesting utility improvements to service the stated property is
hereby declared to be signed by the required owners of property affected thereby. This
declaration is made in conformity to Minnesota Statutes, section 429.035, and
WHEREAS, to assess the benefited property for all or a portion of the cost of improvements,
and legal, and research pursuant to Minnesota Statutes, Chapter 429, and
WHEREAS, the City Council of the City of Centerville authorize Howard R. Green Company
Consulting Engineers to revise the feasibility study to service the stated property, and
WHEREAS, the City Council of the City of Centerville authorize Howard R. Green Company
Consulting Engineers to prepare a topographical survey on the stated property, and
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
CENTERVILLE, STATE OF MINNESOTA that the Council will consider the improvement of
such utilities in accordance with the feasibility study and the preparation of a topographical study
and the assessment of the stated and abutting properties for all or a portion of the cost of the
improvement pursuant to Minnesota Statutes, Chapter 429.
Adopted by the City Council of the City of Centerville on this 25th day of June, 1997.
Tom Wilharber, Mayor
ATTEST:
Ry -Chel Gaustad, City Clerk
CENTERVILLE ECONOMIC DEVELOPMENT COMMITTEE
REGULAR MEETING MINUTES
TUESDAY May 20,1997
Pursuant to due call and notice thereof, the Centerville Economic
Development Committee held their regular scheduled meeting on May
20, 1997. Chairperson Tim Rehbine called the meeting to order at
8:10 P.M. Present: Dan Tourville, Theresa Brenner, Jim March.
Approval of Agrnil 1997 Irlin_ites
Motion by Dan Tourville to approve the April lyyi meeting
minutes, second by John Magill. Ail in favor.
Star City Go and _Obiecti — v_es
The Business Appreciation bar —b —que was a success. The
businessowners seemed to be comfortable with it being neid at
city hall.
MUSA /Como Ian /City Water_ /Downtown Zonip
The Comp plan is on schedule, should be final about the first
week of June. Minor comments were received back by met Lour cii
but nothing that should cause a delay.
Regarding the Downtown revitalization meeting, Jim March had
talked with Sid Inman of Ehlers & Associates and he stated he
could send out somebody to talk and answer questions regarding
TIF if the committee thought it would be helpful and he would do
it at no charge to the City. After some discussion, it was
decided to decline the offer from Ehlers & Associates and have
the meeting be more informal. The purpose was to get feedback
from the property & businessowners in the area to see what their
concerns and interests are for the area, ideas for a downtown
theme, and possibly running the Mn Design Team Video.
Senior Housing
Theresa Brenner stated the purchase agreement has been signed on
the property. The pre— reservation meeting will be held at city
hall on June 9, 1997. At this meeting. Great Lakes Management
will give a presentation that includes showing the layout answer
any questions that people may have.
City Hall Sign
The City Hall sign is finally completed. Now we just have to
finish paying for it, this will continue to be monitored.
Orville Hughes has volunteered to plant flowers and to maintain
them for the City. H thank you note to Ury will be sent out.
There has also been interest in constructing monuments on the
corners of the town.
Lino Interconnect / Water r
Jim March stated that Gerald Rehbine has started to petition
water to be run down 20th St. which should start the drive for
the interconnect.
Adjourn
Motion by John Magill to adjourn the meeting at 9:cO V.M.,
second by Dan Tourville. All in Isavor.
Respectfully Submitted,
Tftm l L��vx)
Danell Westbrock
Deputy Clerk
� pp p -/ten' rn
Ci to / it iffe 1880 Main Street a Center d1e, 9 LN 55038
Esta6[d 1857 (612) 429 -3232 • Fax (612) 429 -8629
June 19, 1997
Cristy L Trandahl
7130 Shad Ave.
Centerville, MN 55038
Dear Ms. Trandahl,
On behalf of the City of Centerville Lifetime Achievement Award Committee I
would like to inform you that your nomination the Edward J. Houle Family only
received three out of the necessary four votes in order to be honored.
We as a committee would like to express our sincere thanks for the dedication the
Edward J. Houle family as given to the city of Centerville through all they have done
to help improve our community. We are aware of the many ways the Houle family
has helped in creating the city to be what it is today, through businesses, family
members working for the city, to the many volunteer hours that several if not all the
family members have given to their community.
We express our sincere appreciation to all that you and your family have done for
your community and by setting an example for others to live by.
Sincerely
Mary Capra
City of Centerville Lifetime Achievet-ard Committee
C C " - " e tery *(fe
1880 Main Street • Centen4&, Mai 55038
E staffished 1857 (612) 429 -3232 • Fax (612) 429 -8629
June 19, 1997
Mr. Orville Hughes
1793 Center St.
Centerville, MN 55038
Dear Mr. Hughes,
On behalf of the City of Centerville Lifetime Achievement Committee I would like to
inform you that you where nominated for the City of Centerville Lifetime
Achievement Award by Kathy Millington principal of Centerville Elementary.
A nominee need to receive four votes out of seven to be honored, and your
nomination received three vote. We as a committee would like to express our
sincere thanks to you for all that you have done for both Centerville Elementary
School and the City of Centerville throt gh your years of service to both. In addition
to all the support we know you will give to them in the future through your
volunteering.
We express our sincere appreciation to all that you have done for your community
and by setting an example for others to live by.
Sincerely,
Mary Capra
City of Centerville Lifetime Achievement Award Committee
cc: Kathy Millington
June 12, 1997
te, L Lff 1880 Main Street • Ce nterviffe, 9rfN 55038
6 e. 8
Established 1857 (612) 429 -3232 • Fax (612) 429 -8629
Mr. & Mrs. Joseph LaCasse
2225 6 Street
White Bear Lake, MN 55110
Dear Mr. Joseph LaCasse,
On behalf of the City of Centerville Lifetime Achievement Committee I would like to inform
you have been nominated and will be awarded the City of Centerville Lifetime Achievement
award for 1997.
This award is designed to give recognition to those members of our connnunity that have
given selflessly to serve the good of all. You where nominated for this award by John
McClellan the superintendent for Centennial School District, the committee met May 15 ° i to
review the nominee information and vote as to who should be honored for 1997. You are
one of two residents voted to be honored this year.
This award will be presented during the Fe tival of Lakes celebration which is July 25' 26'"
and 27` As it is now the award will be presented after the 10:00 a.m. parade on Saturday
July 26 at the Tracie McBride park. We will be looking into having yourself or a
representative of the LaCasse family in the parade. We are still looking into if we can find a
car for the honorees to ride in. Either way the presentation will be after the parade at the
park.
Mrs. LaCasse I will be calling on you soon to see when would be a good time to meet with
you to gather information on your husband along with a photo to have reprinted for the
picture to go up in city hall.
Congratulations to you from the Lifetime Achievement Conunittee and if you have any
question please feel free to contact me at 653 -1732.
Sincerely,
Mary Capra
City of Centerville Lifetime Achievement Award Committee
cc: John McClellan
CE.stabh5fied1857 June 12,1997
terviffe 1880 Main Street • Centerviffe, MN 55038
(612) 429 -3232 • far(612)429 -8629
Mrs. Francis Burque
1709 Main Street
Centerville, MN 55038
Dear Mrs. Burque,
On behalf of the City of Centerville Lifetime Achievement Commnittee I would like to inform
you that your late husband Frances Burque will be awarded the City of Centerville Lifetime
Achievement award for 1997.
This award is designed to give recognition to those members of our community that have
given selflessly to serve the good of all. Your husband was nominated for this award by
Michael Burque, the committee met May 15 I to review the nominee information and vote as
to who should be honored for 1997. Your husband was one of two residents voted to be
honored this year.
This award will be present during the Festival of Lakes celebration which is July 25 "' 26
and 27 "i. We would like to have the award presented to you in honor of your husband. As it
is now the award will be presented after the 10:00 a.m. parade on Saturday July 26 ° i at the
Tracie McBride park. We will be looking into having yourself or a representative of the
Burque family in the parade. We are still looking into if we can find a car for the honorees to
ride in. Either way the presentation will be after the parade at the park.
I will be calling on you soon to see when would be a good time to meet with you to gather
information on your husband along with a photo to have reprinted for the picture to go up in
city hall.
Congratulations to you from the Lifetime Achievement Committee and if you have any
question please feel free to contact me at 653 -1732.
Sincerely,
Mary Capra
City of Centerville Lifetime Achievement Award Conunittee
cc: Michael Burque
l e tail l/ L a 1880 Main St • Center M N 55 038
Established 1857 (612) 429 -3232 • FaX (612) 429 -8629
June 19, 1997
Mrs. Ann Their
1960 3r Street
White Bear Lake, MN 55110
Dear Mrs. Their,
On behalf of the City of Centerville Lifetime Achievement Committee I would like to inform
you that your late relative Fr. Joseph Goiffon will be awarded the City of Centerville Lifetime
Achievement award special recognition award for 1997.
This award is designed to give recognition to those members of our community that have
given selflessly to serve the good of all. Your uncle was nominated for this award by the
Lifetime Achievement Award Committee. The committee met May 15 to review the
nominee information and vote as to who should be honored for 1997. Your uncle is the only
one recieving this special recognition award for 1997.
This award will be present during the Festival of Lakes celebration which is July 25 26
and 27 We would like to have the award presented to you or a member of your family in
honor of your uncle. As it is now the award will be presented after the 10:00 a.m. parade on
Saturday July 26 at the Tracie McBride park. We will be looking into having yourself or a
representative of the Goiffon family in the parade. We are still looking into if we can find a
car for the honorees to ride in. Either way the presentation will be after the parade at the
park.
Congratulations to you from the Lifetime Achievement Committee and if you have any
question please feel free to contact me at 653 -1732.
Sincerely,
Mary Capra
City of Centerville Lift Achievement Award Committee