HomeMy WebLinkAbout1997-09-24 - CC Packet - (Admin.) CENTERVILLE CITY COUNCIL AGENDA
WEDNESDAY, SEPTEMBER 24 1997
/ 6:00 P.M.
' 4 CAL TO ORDER
Roll Call
I ,3
NA 0 CONSIDERATION FOR TAX INCREMENT FINANCING p
PUBLIC HEARING CONTINUATION
CONSIDERATION FOR SENIOR HOUSING GENERAL C a c r <s s
OBLIGATION BONDS PUBLIC HEARING
IV PROPOSED SANITARY SEWER CONSTRUCTION, WATER
CONSTRUCTION AND INTERCONNECTION FOR PROPERTIES
ALONG THE 20TH AVENUE CORRIDOR.
V v CONSIDERATION OF MINUTES
September 4, 1997 Budget Meeting Minutes
September 10, 1997 Council Meeting Minutes
WI. PAYMENT OF CLAIMS
City of Centerville September 11 - 24
Centennial Fire District
Pay Estimate No. 7 Eagle Pass
/ Pay Estimate No. 1 Lakeland Hills d •'
WII. SET AGENDA
V VHI. PETITIONS AND COMPLAINTS
\/a . APPEARANCES
X. UNFINISHED BUSINESS
Office Equipment fw� yacfat fw p �,x a 4 Gpp: °i- Ei4,ow
B. Commercial Rubbish Collection Ordinance
XI. NEW BUSINESS
/ A/ Recodification Proposal from General Code Publishers
Willow Glen Phase H Development Agreement
Newsletter Article Proposal - City of Shoreview
Lions Haunted House
LaMotte Park Development First Phase f
yyyy �KKK s w li c� V s{ > ;� T \+
H. COMMITTEE REPORTS
t�- ESC
C, } CONSENT AGENDA
Resolution� 9 Domestic Violence Awareness Month
on f
Resoluti Adopting the Modification to the Tax Increment
Financing Plan for Tax Increment Financing District No. 1 -3
Vl<,/V. ADJOURNMENT
WEEK =N REV= EW
Edition # 31 9 -15 -97 through 9 -19 -97
Building permits issued this period =
Building permits issued YTD = 123
* The City received a $1281 workers compensation program
dividend. This is the second time this has occurred. The
last dividend distributed was in 1993.
* The manufacturing company (Sewall Gear) that I described in a
previous Week in Review wants a written proposal from the
City of Centerville in regards to TIF availability and other
incentives. They are interested in ten acres of Gerald
Rehbine's industrial property. They want to build a 100,000
square foot building. They currently have 70 employees. The
jobs are good - paying unionized steel workers positions. The
real estate agent indicated to Gerald that the site selection
was between St. Paul and Centerville. They have looked at
other sites in Blaine, Woodbury and Lino Lakes. The owner
lives in North Oaks. The business has been in the same
family since 1939. Paul and I are going to tour the current
facility on Thursday morning. I will be bringing a written
proposal to the Council meeti g for approval to offer to the
owners of the company. The building is projected to cost up
to $4 million. I also need to check on the availability of
capital equipment bonding through DTED, they have indicated
that this would be a vital component for them.
* I spoke with Marjorie Carpenter who owns the two buildings
north of the House of Chu. She was very excited to hear
about a downtown revitalization effort in Centerville. She
wanted to receive information on the theme that was going to
be adopted. I indicated that the process was just beginning
and there is no theme at this time. She mentioned that she
would like to put new siding on the buildings, renovate the
interiors and put an awning on the old office building.
* Gary Hugeback called me to say that the plans were being
completed for the 37,000 square foot office /warehouse
speculative building for the site south of Eagle Trucking.
They want to place that item and the Holiday convenience
store on the next planning and zoning agenda.
* In your mailboxes is a timeline for the senior housing bond
issuance schedule. The timeline spells out what needs to
occur from now until ground breaking.
C'
teryZCCe 1880 Main Street Centervrtte, MN 55038
Estab shed 1857 (612) 429 -3232 • FaX (612) 429 -8629
TO: Honorable Mayor and City Council Members
FROM: Ry -Chel Gaustad, CMC City Clerk
The following subjects are among those on the agenda for the City Council September 2, 1997
meeting at 6:00 p.m.
I. CALL TO ORDER
A. Roll Call
H. CONSIDERATION FOR TAX INCREMENT FINANCING
PUBLIC HEARING CONTINUATION
This is a continuation hearing from the original hearing date of August 27, 1997.
No action is required unless deemed necessary by the Council.
*Notice of the meeting was duly exercised, and mailed per Minnesota State Statute.
III. CONSIDERATION FOR SENIOR HOUSING GENERAL OBLIGATION BONDS
PUBLIC HEARING
This hearing is designed to consider the approval of the issuance by the Anoka
County HRA of its housing Development Revenue Bonds Series 1997 in an
aggregate principal amount presently estimated not to exceed $1,300,000. This
G.O. Bond is to finance the acquisition and construction of the Senior Housing
Facility. The G.O. Bonds will be backed by the full faith and credit of the City.
*Notice of the meeting was duly exercised per Minnesota State Statute.
IV. PROPOSED SANITARY SEWER CONSTRUCTION, WATER CONSTRUCTION
AND INTERCONNECTION FOR PROPERTIES ALONG THE 20TH AVENUE
CORRIDOR.
Mr. Dave Nyberg will be present to address questions regarding the proposed
Construction cost associated with the sanitary sewer, water and interconnection, This
public hearing is set to hear persons inquiring or concerned with the proposed
improvements.
*Notice of the meeting was duly exercised, and mailed per Minnesota State Statute.
V. CONSIDERATION OF MINUTES
A. August 27, 1997 Council Meeting Minutes
B. September 4, 1997 Budget Meeting Minutes
C. September 10, 1997 Council Meeting Minutes
VI. PAYMENT OF CLAIMS
A. City of Centerville September 11 - 24
B. Centennial Fire District
C. Pay Estimate No. 7 Eagle Pass
D. Pay Estimate No. 1 Lakeland Hills
VII. SET AGENDA
VIII. PETITIONS AND COMPLAINTS
IX. APPEARANCES
X. UNFINISHED BUSINESS
A. Office Equipment
Enclosed in your packet find two quotatio s from OEB and from Design Wise.
The City of Oak Grove purchased refurbished equipment from OEB two years
ago and they are satisfied. The City of Andover purchased new equipment from
Design Wise within the year and they are satisfied. Design Wise quoted new equipment
and OEB quoted refurbished equipment. Both work stations appear new, functional and
meet our needs. The Minnesota Department of Administration granted Design Wise the
State contract for a high back office chair.
B. Commercial Rubbish Collection Ordinance
Mr. Greg Hellings reviewed the proposed ordinance. Please contact City Hall if
you have questions.
XI. NEW BUSINESS
A. Recodification Proposal from General Code Publishers
Enclosed find information on ordinance codification and associated
costs. This has been provided exclusively for informational purposes.
Contact City Hall with any questions or for additional information.
B. Willow Glen Phase H Development Agreement
Mr. Gerald Rehbine has indicated a desire to pull additional building
permits for town home structures within the Willow Glen development.
Mr. Dave Nyberg will be present to discuss the second phase developers
agreement.
C. Newsletter Article Proposal - City of Shoreview
The City of Shoreview is requesting to advertise their community facility
in the Centerville newsletter. In exchange for the publicity they will honor
a membership discount to Centerville residents. Contact Terry, Joe or
me for further information.
D. Lions Haunted House
Please find annotation on this subject within Council packet.
E. LaMotte Park Development First Phase
Please find annotation on this subject within Council packet.
XIL COMMITTEE REPORTS
XHL CONSENT AGENDA
A. Resolution 97 -19 Domestic Violence Awareness Month
B. Resolution 920 Adopting the Modification to the Tax Increment Financing
Plan for Tax Increment Financing District No. 1 -3
Above - mentioned resolutions are self explanatory. Any questions contact City
Hall. Have a great week end!!
XIV. ADJOURNMENT
Di aft as of'September 15, 1997
Draft for Council Approval
—=j
MODIFICATION TO THE
i AX I +CREMENT FINANCING PLAN
TAX INCREMENT FINANCING DISTRICT NO. I -3
(an econone development district)
within
DEVELOPMENT DISTRICT NO, 1
CITY OF CENTERVILLE
ANOKA COUNTY
STATE OF MINNESOTA
Public Hcaru.g September 24, 1997
Adopted.
Prepared by:
EHiFRS AND ASSOCIATES, INC.
2950 Norwest Building
90 South Seventh Street
Minneapohs, h'Iinnesota 55402 -4100
Phone! (612) 339 -8291
Fax: (612)339 -0854
E- inail: infoCehlers- inc.cotn
Web Site: www.chlcrs- inc.com
TABLE OF CONTENTS
(for reference purposes only)
SECTION IV
MODIFICATION TO THE IAX INCREMENT FINANCING PLAN FOR TAX INCREMENT
FINANCING DISTRICT NO. 1 -3 ................. ............................... 4 -1
Subsection A. Fotwa: - d ...................... ............................... 4 -1
Subsection F. Property for Acquisition ......... ............................... 4 -1
Subsection G. Estimate of Costs . ..... . ....... ............................... 4-1
Subsection H. Supportive Data for Lstimated Costs of Improvements ................. 4 -2
Subsection Q. Esthnated Impact on Other Taxing Jurisdictions .................. .
APPENDIX A
BOUNDARY MAPS OF DEVELOPMENT DISTRICT NO. 1 AND
TAX INCREMENT FINANCING DISTRICT NO. 1 -3 ............................... A -1
SECTION IV
MODIFICATION TO T'I;E TAX INCRE.LIFNT FINANCING PLAN FOR TAX INCREMENT
FINANCING DISTRICT NO. 1 -3
Subsection A. Forward
The following text represents. a 2.lodification to the Tax Increment Financing Plan for Tax Increment Financing
District No. 1.3. Tile rpodifi d Tax Increment Financing Plan represents a continuation of the goals and
objectives sct frnlh in the Development Program for Development District No. I and the Tax Increment
Financing Flan for Tae L,cre:nent Financing Distrct No. 1.3 ( "District No. 1- 3 )"). Generally, the substantive
Chan es inciude the authority to Spend addlt?ona: t:i( 1ncrement.S ' veneI'iicd from Tax Increment FlnanCnlg
District No 1 -3 b;: modifying the budget to iacili[ ;9i the purchase of $130,000 of land within the City of
Centerville.
For further infonniu n, a re v iew of the T1% Increment Financing Plan for Tax Increment Financing District
No. 1.3, adopted Tune 21, 1989, is recommended- h k available from the City Coordinator's office of the Cin
of Center vile. ptner relevant information is contained in the Deg elopment Program for Development District
No. 1.
Subsecti =on F. Property for Acou;sition
L Any properties identified for acquisition will be acquired by the City only in order to accomplish ol;e
or more of the following• aonn sewer improvements; provide land for needed public streets, utilities
and facilities: cam out land acquisition, site improvemems, clearance. and/or development w
accomplish the us s and objectives set forth in this plan.
2. The foIIrwing are conditions under which properties not designated to be acquired may be acquired
The City may acquire property by gift, d dilation, condernnatim or direct purchase from willing sellers
in order to achieve me ebjectil'es of this T -x Inctcraent Fittarwing Plan. Such acquisitions will be
undertaken only when thct. is 3ssura, o.` funding to finance the acquisition and related costs.
(As Modified September 24, 1997)
The CitY hereby inc lilies t`te Plan to identify the following parcels for zcquisition:
Parcel Numbers
23- 31 -22 -24 -0007
23- 31- 2232 -0015
Subsection G. Estimate of Costs
Estimated cosy zssociated with Economic Devel:r•pment Tae Increment Financing District No. 1 -3 are
sUblect to Change, The cOnt of all to be conNideicd for tax increrl]ent financing ib estlmaled to be
5661,200.
(As Modified September 24, 1997)
The estimate of costs is modified to add $330,000, for a total of $1,491,200.
C',ty pt CLn'•c'='• .•i r.11ilgrOn to .b - Tax '.ntremcr.: Fmmntme Flzn for l'xi Incrcrnax Financing Untn_i No. 1.7 -I
Subsection H. Sunonrtive Data for Estimated Costs of Improvements
Original As Modified
Item Estimated Cost September 24 1997 Total
Upgrade of Clearwater Crossing $401,200 $0 $401,200
Water and Sewer improvements 100,000 0 100,000
Annexation engineering 6 000 0 6.000
Subtotal $507.200 0 5507,200
Annexation planning (Council Estimates) 4,000 0 4,000
County Road #14 and Centerville Road 50,090 0 50,000
Improvements (Council Estimates)
Site Improvements 0 550,000 550.000
Interest 0 100,000 100,000
Land Acquisition for parkland ar.d traits 100,000 60,000 160,000
creation (Council Estimates)
Land A cquisition for Senior Housing 0 L 000 120.000
Total 5661,200 $830,000 $1,491,200
Subsection Q. Estinuited Impact on Other Taring Jurisdictions
It is anticipated that the value of the parcels ineludcd in the Tax Jnercm_tu Dkirict will increase with new
construction and then retrain siah'e fto.a vear to year because of the completion of construction thereon,
the impact of tax increment tinan:.ing oa the eahlfls of Al taxing jurisdictions in which the Tax Increment
District is 40cat4 1 iP v.h + "le or in part \could also u stable from year co year. Ea ed on this
assumption, it is mnticipwtd that tax imeletnenG .- ill he captured annually. The estimate is based on the
qualifications identified in this report and does not include the possible tax increment dery ed from any
other future decatopnent tax rate change; or inflation factors.
Total eS:irtt »:: rti:,0 Ta:: ^ ' ^a, r ,._ ;:f _. 2
\';. Tz° i ^.crcra2at Dist: � T�'o. ? -3 (January , _ 19 52 1 4 AU
'includes base slue and captured value).
IMPACT ON TAX BASE
1988/1989 Estimated Captured
Total Net Tax Capacity (CTC) Percent of CTC
Tg Capacity Upon Project Completion to Entity Total
Anoka County 149,612,819 18,000 0.0120%
i.S,D. No. 13 9,630,703 18,000 0.1869%
City ofCenterviile 636,981 18,000 18258%
City ,f ecnlc. iWQ Mc,e.:fi.ndon tr, he Tax In <rcnm,t F%n:rr a:g Plan fp, Tor Iwrcmenl Financmg p,clict Mn. 13 4-2
If the new taxes were not captur:d (and if the project could be done without tax increment financing), they
would be distributed as follows:
IMPACT ON TAX RATES
1988/1989 Percent Potential
Extension Rates of Total CTC Taxes
Anoka Couniv 0274250 24.5244 18,000 4,937
I.S.D. No, 12 0.539670 48.26% 18,000 9,714
City of Centerville 0250790 22,41% 18,000 4,514
Other 0,053570 4.79% 18,000 964
Total 1.118280 100.00% 20.129
School District No. 12 comp*.iscd 48.3`'- - o[ the 1981;/89 tax rate, while Ano'ra County comprised 24.5%. The
City of Centerville made up =14 of ti,c 19S8/89 cun;ulativc !cvy for the taxing jurisdictions affected by the
Tax lticrdnient fhstnct propoial. A O grocs t:i ?: e paeit)' :ate of 111 has been utilized in the tax increment
financing plan_
If the new mxea estimated within Tax locrcfnv nt;.isttict No. 1 -3 are captured for the duration of the District,
taxes and values wilt experieace no change.
(As modified September 24, 1997)
The County and School District previously beer. h< ve notified of the fiscal implications of District No.
1 -3. The follewing is a restatement of the current, fiscal implications based on current tax rates and
values. There are no additional f;,. al implications as a result of this modification. The estimated
impact on other taxing jurisdi: Lions assumes construction would have occurred without the creation
of a Tax Increment Financing District. If the construction is a result of tax increment financing, the
impact is $0 to Other entities. Not+vlthsta!id:ng the fast that the fiscal impact on the other taxing
jurisdictiors is $0 due to thle fact (flat the construction would not have occurred without the assistance
of the City, the followinu is the estimated total impact of Tax Increment Financing District No. 1 -3 as
of Pay 1997 if the "but for" test w, as not met:
IMPACT ON TAX BASE
1996 /1997 Estimated Captured
Total Net Tax Capacity (CTC) Percent of CTC
Tax Capacity Upon Proiect to Entity Total
Completion
Anoka County 183,317,918 78,115 0.0426%
I.S.D. No. 12 15,297,037 78,115 0.5107%
City of Centerville I,274,916 78,115 6,1271%
City of C,ntcr. ill, M1!a1:fi:,i;iatl 15 ;I:e Toa Inc: e:rent Fare.. =.c:ne f':: , for T5x Increment Fuanrmg Dutti.l No, 1 3 4 -3
IMPACT ON TAX RATES
1996/1997 Percent Potential
Extension Rates of Total CTC Taxes
Atoka County 0.305420 22.79% 78,115 23,858
LS.D. No. 12 0.6600013 4914% 78,115 51,556
Cit; of Centerville 0.315900 23.57% 78,115 24,677
Other 0,059040 4.40% 78.115 4.612
Total 1.340360 100.00% 104,702
Clti of CcncenNllr M,ditiaation tc th,: T., J,mm.;nt Fin; )n %og Flm lac Tax Inmost finmung District No. 1 -3 4.4
APPENDI.X A
BOUNDARY MAPS OF DEVELOPMENT DISTRICT NO. 1 AND
TAX INCREMENT FINANCING DISTRICT NO. 1 -3
APPENDIX A -I
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Development District No. 1
City of Centerville,
Anoka County Development District No. 1 is coterminous
with the City limits
Howard R. Green Company
CONSULTING ENGINEERS k te?"U2lle
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CITY OF CENTERVILLE
PUBLIC HEARING
20th Avenue Trunk Watermain
Lino Lakes Interconnect
Trunk Sanitary Sewer System
September 24, 1997
6:00 p.m.
Centerville Council Chambers
Tom Wilharber, Mayor
Sanna Buckbee, Council Member
Mary Jo Helmbrecht, Council Member
Theresa Brenner, Council Member
Laura Powers, Council Member
Jim March, Administrator
Ry -Chel Gaustad, City Clerk
David Nyberg, City Engineer
260/085- 1803.sept
Howard R. Green Company
CONSULTING ENGINEERS ( At t er - i le
"M " 1457
AGENDA
1. CALL TO ORDER
II. PROPOSED IMPROVEMENTS
III. PROJECT COST
IV. PROJECT SCHEDULE
V. PROPERTY OWNER QUESTIONS AND
COMMENTS
VI. ADJOURN
260/085 - 1803.5 pt
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CONSULTING ENGINEERS tgrvzlle
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PROPOSEDIMPROVEMENTS
■ Watermain Interconnect
■ Watermain Meter Vault
■ Hydrants
■ Trunk Sanitary Sewer
■ Lift Station
■ Future Connection Points
■ Erosion Control
■ Turf Restoration
- Sodding
- Seeding
2601085- 1803.sept
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Howard R. Green Company
CONSULTING ENGINEERS (gehen-Alle
WATERMAIN INTERCONNECTION
ESTIMATED COSTS
Project Costs
20 th Avenue $175,371.75
East -West Interconnect $52,353.00
Meter Vault $67,500.00
TOTAL $295,224.75
SANITARY SEWER ESTIMATED COSTS
Project Costs
20th Avenue $159,522.75
Forcemain and Lift Station $103,275.00
TOTAL $262
TOTAL CONSTRUCTION COST $558,022.50
2601085- 1803.sept
Howard R. Green Company
CONSULTING ENGINEERS to -nnile
OTHER(NONASSESSMENT)COSTS
Water Availability Charge (WAC):
Water availability charges are the costs to connect to and become
a part of the Centerville water system. This charge pays for the
costs associated with water systems such as elevated storage,
water treatment facilities, and maintenance.
I
Sewer Availability Charge (SAC):
Sewer availability charges are the costs to connect to and
become a part of the Centerville sewer system. This charge pays
for the costs associated with the sewer system, such as lift station
rehabilitation, sewer cleaning, and maintenance.
Property Owner Costs:
The individual property owner will be responsible for the
connection between the property line and the individual building.
Because of the many different configurations, this costs varies
considerably, and is difficult to estimate. Property owners may
also have costs associated with taking individual well systems
and septic systems out of service.
The current City Ordinance requires property owners to connect
to the sewer once sewer service is available.
260/085- 1803.soo
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Howard R, Green Company
CONSULTING ENGINEERS ( Alerm, le
wexws rasp
PROJECT SCHEDULE
Public Informational Meeting August 13, 1997
Authorize Plans and Specifications August 1997
Public Hearing September 24, 1997
Plan Approval and Order Advertisement December 1997
for Bids
Bid Opening February 1998
Assessment Hearing February 1998
Council Awards Project February 1998
Begin Construction May 1998
Construction Complete August 1998
2801085- 1803.sept
ASSESSMENTS FOR WATERMAIN AND SANITARY SEWER
20th AVENUE WATERMAIN AND SANITARY SEWER EXTENSION
Watermain Sanitary Sewer
Front Assessment Assessment
Property Type Footage $ 29.76 $ 35.53 Total
per FF per FF Assessment
OTHER PROPERTIES
Lake Area Utilities Commercial 650 19,343.92 23,091.58 42,435.49
Kenko "A" Commercial 350 10,415.95 - 10,415.95
Kenko "B" Commercial 220 6,547.17 - 6,547.17
Carpenter Commercial 320 9,523.16 11,368.16 20,891.32
Reel Manufacturing Commercial 340 10,118.36 12,078.67 22,197.03
Herman Strehlow Industrial 675 20,087.91 23,979.71 44,067.63
°EHBEIN PROPERTIES
Clearwater Meadows Outlot Commercial 690 20,534.31 24,512.60 45,046.91
Rehbein Inc "A" Commercial 380 11,308.75 13,499.69 24,808.44
Rehbein Inc "B" Commercial 100 2,975.99 3,552.55 6,528.54
Rehbein Inc "C" Commercial 160 4,761.58 5,684.08 10,445.66
Sheehy Industrial 650 19,343.92 23,091.58 42,435.49
Joyce Stevens Industrial 675 20,087.91 23,979.71 44,067.63
Gerald Rehbein Industrial 1350 40,175.83 47, 959.43 88,135.25
ASSESSMENTS SUMMARY
Total City Contribution $ 150,000.00
Total Assessments — Other Properties $ 146,554.59
Total Assessments — Rehbein $ 261,467.91
Total Project Cost $ 558,022.50
o:lpro71260085m\costs- assessments ZPublic Hearing Assessments 8!7197 3:27 PM
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CITY OF CENTERVILLE
CITY COUNCIL MEETING
Thursday, September 4, 1997
Pursuant to due call and notice thereof, the City Council of the City of Centerville held a
workshop on September 4, 1997 at City Hall, Mayor Wilharber called the workshop to order at
5:00 p.m.
PRESENT: Tom Wilharber, Mayor
Mary Jo Helmbrecht, Councilmember
Theresa Brenner, Councilmember
ABSENT: Sanna Buckbee, Councilmember
Laura Powers, Councilmember
STAFF: Jim March, City Administrator
Paul Palzer, Public Works Director
Troy Bonkowske, Intern
WORKSHOP:
Budget Proposal
City Administrator March pointed out this workshop was a preliminary discussion of next year's
operating budget. Mr. March then gave a summary of the budgeted line items.
Councilmember Helmbrecht asked Staff the amounts the City directly pays for engineering fees.
Mr. March responded most of the engineering costs are paid by the developer. Non - development
and related items such as maintain extensions and exploring a new water tower are city initiated
expenses. Also, Mr. March explained the slow progress of the water interconnection plans with
Lino Lakes. Councilmember Brenner asked Staff the status of the engineering review process.
Mayor Wilharber commented the review process is going to be lengthy and challenging due to
several development projects recently occurring within the City.
Councilmember Helmbrecht questioned Staff what items fall under capital outlays and the usage
of the municipal tanker. Mr. March and Palzer explained smaller equipment expenditures are
included in the capital outlays and not covered as a major capital improvement. Mr. Palzer
further suggested the City might want to sell the tanker before deteriorations accelerate.
Mayor Wilharber asked Mr. Palzer how he determined the estimated land acquisition and
construction costs for a future public works building. Mr. Palzer replied the land acquisition
figure depended on the location.
Mayor Wilharber questioned whether current municipal water and sewer rates are adequate and
asked Staff to investigate charges.
Mayor Wilharber asked for an explanation of CounciVStaff conference fees. Mr. March
responded that the fees were based on the previous year's expenditures. Also, Wilharber
questioned the quality of legal service the City receives. Staff and Councilmember Helmbrechtjp '
also questioned the service and agreed the accuracy of legal fees should be investigated.
Mayor Wilharber suggested funding for the 1987 Street and Municipal Building bonds be
increased $10,000 each to further reduce balances. Councilmember Helmbrecht agreed. Mr.
March stated that he would talk to the auditors about the impacts of such increases.
Councilmember Brenner asked Staff about costs for long term maintenance to the City's roads.
Mr. Bonkowske explained city engineers have scheduled sealcoating for certain roads in 1999.
Mayor Wilharber questioned the budget increases to the Economic Development Commission and
the Downtown Revitalization effort. Mr. March explained that certifying the downtown into a
redevelopment district would help restoring businesses and revitalizing the whole area.
Councilmember Brenner agreed.
An informal prioritization of the items in the Capital Improvements Plan was completed.
Mayor Wilharber and Councilmember Helmbrecht again suggested the need to increase the 1987
Street and Municipal Building bonds and questio ed what effect the increase would have on the
City's tax rate compared to other Anoka County cities. Mr. March responded he would add the
additional amounts as discussed in the preliminary budget for the initial certification process.
Councilmember Brenner asked that $3,500.00 be added to the Economic Development
Commission budget to compensate for the Minnesota Design Team. Councilmember Helmbrecht
and Mayor Wilharber agreed.
Councilmember Brenner moved to adjourn workshop. Seconded by Helmbrecht. Motion carried
unanimously.
Meeting adjourned 7:25 p.m.
Respectfully submitted,
Troy Bonkowske
Intern
M
CITY OF CENTERVILLE
CITY COUNCIL MEETING
Wednesday, September 10, 1997
Pursuant to due call and notice thereof, the City Council of the City of Centerville held a meeting
on September 10, 1997 at City Hall. Mayor Wilharber called the meeting to order at 6:06 p.m.
PRESENT: Tom Wilharber, Mayor
Mary Jo Helmbrecht, Councilmember
Theresa Brenner, Councilmember
ABSENT: Sanna Buckbee, Councilmember
Laura Powers, Councilmember
STAFF: Troy Bonkowske, Intern
Paul Palzer, Public Works Director
Dave Nyberg, City Engineer
Greg Hellings, City Attorney
MEETING:
Executive Session
City Attorney Hellings stated there was a Council executive session at 5145 p.m. to discuss
current litigation.
CONSIDERATION FOR TAX INCREMENT FINANCING PUBLIC HEARIN G
CONTINUATION
MOTION by Wilharber to table discussion on the TIF hearing dates. Seconded by Helmbrecht.
Motion carried unanimously.
CONSIDERATION OF MINUTES
MOTION by Wilharber to table discussion of the August 27, 1997 Council meeting minutes.
Seconded by Helmbrecht. Motion carried unanimously.
PAYMENT OF CLAIMS
MOTION by Helmbrecht to approve claims for the City of Centerville August 28 -31. Seconded
by Brenner. Motion carried unanimously.
MOTION by Helmbrecht to approve claims for the City of Centerville September 1 -10.
Seconded by Brenner. Motion carried unanimously.
MOTION by Wilharber to table Centennial Fire District claims. Seconded by Brenner. Motion
carried unanimously.
1 _
6:13 p.m.- Councilmember Powers present.
SET AGENDA
Intem Bonkowske added a kennel permit application and commercial rubbish ordinance to the
agenda.
PETITIONS AND COMPLAINTS
Ms. Michelle Vining of 1976 Cardinal Dr. asked the Council for a kennel permit at her residence.
Ms. Vining also mentioned she has a total of three dogs, two of which would be housed outside
and one inside her home. Mayor Wilharber asked her if she had talked to neighbors about her
intention for a kennel application. Ms. Vining replied that she had talked to two of her neighbors.
Mayor Wilharber asked Mr. Bonkowske if staff has received any complaints for this application.
Mr. Bonkowske replied staff has not received any such complaints,
MOTION by Helmbrecht to approve kennel license granted for Ms. Vining. Seconded by
Brenner. Motion carried unanimously.
APPEARANCES
Senior Housing Special Use Permit
City Engineer Nyberg expressed concerns by the lack of contours and wetland issues on the
senior housing site plan. Mr. Nyberg also mentioned soil boring tests have been conducted in the
area. Councilmember Helmbrecht mentioned she didn't like the idea of outside access to the
senior housing property based on the site plan. Councilmember Brenner suggested city staff keep
in close contract with Anoka County HRA and project architects to ensure the grading plan is
correct and suggested special use permit approval contingent upon engineer review.
Mr. Nyberg responded site plan approval might be premature. Wilt Berger of Miller, Hanson,
Westerbeck and Berge, stated he expected a productive relationship with city and county staff on
the issues of grading and drainage.
MOTION by Helmbrecht to approve senior housing special use permit. Seconded by Brenner.
Motion carried unanimously.
Mayor Wilharber asked Mr. Nyberg what effects would the County expansion on Centerville
Road have on the senior housing site plan. Mr. Nyberg explained the Anoka County typically
takes 100 -120 feet of public right -of -way on four -lane roadways.
MOTION by Councilmember Brenner to authorize City Administrator to contract Steve Bubul of
Kennedy and Graven to review the Senior Housing Joint Powers Agreement with Anoka County
HRA not to exceed $1,000. Seconded by Helmbrecht. Motion carried unanimously.
20th Ave. Watermain Interconnection
Mr. Nyberg stated he hoped the second public information meeting during the next Council
meeting would have more residential representation, but doubted if the interconnection project
will be completed this year. However, Mr. Nyberg explained the delay might actually be
2
beneficial to Centerville so that these funds can possibly be absorbed by the federal revolving
drinking water loan. The Council also discussed issues with Mr. Nyberg as to where the
interconnection will be placed and whether Centerville or Lino Lakes will build it.
UNFINISHED BUSINESS
Certification of Levy Amount
MOTION by Helmbrecht to approve the 1998 budget levy amount at $562,000. Seconded by
Brenner. Wilharber, Helmbrecht and Brenner- Aye. Powers- Nay.
NEW BUSINESS
Set Truth and Taxation Continuation Date
MOTION by Helmbrecht to set Truth and Taxation dates on December 10 and 17, 1997.
Seconded by Brenner. Motion carried unanimously.
Commerical Rubbish Ordinance
MOTION by Helmbrecht to table the commercial rubbish ordinance to the September 17 Council
meeting. Seconded by Brenner. Motion carried unanimously.
Boy Scout Meeting
Councilmember Powers asked fellow members if the local Boy Scout pack could hold their
meeting in the Council Chambers on September 18, 1997.
MOTION by Wilharber to approve a Boy Scout eeting in the Council Chambers on September
18, 1997. Seconded by Brenner. Wilharber, Brenner, Helmbrecht- Abstain. Powers -Nye.
Motion carried.
COMMITTEE REPORTS
Councilmember Brenner discussed the creation of a subcommittee, the Downtown Revitalization
Committee (DRC), from the Economic Development Committee. Councilmember Brenner
explained the DRC meetings would include minutes, budget issues, and redevelopment
recommendations to Council. Additionally, Brenner suggested a one -year limit to prepare a
comprehensive report to the Council. Members for this subcommittee would be appointed by the
Economic Development Committee.
MOTION by Helmbrecht to authorize the creation of the Downtown Revitalization
subcommittee. Seconded by Brenner. Motion carried unanimously.
Joint Police Committee
Mayor Wilharber spoke on upcoming budget proposals for the Lexington- Circle Pines - Centerville
Police Department. The Police Department needs to be at a 3% increase over last year. Even
with this increase, the Mayor explained there will be some cuts, possibly the DARE program, to
compensate for municipal levy limits and federal cuts. Additionally, Wilharber informed the
Council of the Sheriff's invitation to a open house on September 20, 1997.
Newsletter
3
Councilmember Brenner suggested the City's fall newsletter include the following items:
residential refuse contract, 1996 financial statement summary, lifetime achievement awards,
Chauncey Barett Gardens groundbreaking for October 15, home -based business update,
nominations for citizen and business persons of the year, thanking Dan Tourville for service as
Planning and Zoning Committee, thanking Nancy Johnson for service on Park and Recreation
Committee, welcoming Steve Brown on Park and Recreation Committee, announcing Downtown
Revitalization Committee details, thanking Orville Hughes for planting flowers at City Hall,
Odyssey Lures groundbreaking, and new deer hunting permit requirements at Rice Creek Chain of
Lakes Parks Reserve.
30 mph sign at the intersection of Main Street and Progress Road
An officer from the Police Department spoke again for the need of a 30 mph sign to be reinstalled
at the intersection of Main Street and Progress Road. The officer stated he clocked a driver
driving 54 mph at this intersection earlier in the week. Councilmember Helmbrecht and Mayor
Wilharber asked Mr. Bonkowske to have City Administrator March address this issue to Anoka
County soon.
CONSENT AGENDA
MOTION by Helmbrecht to approve Consent Agenda. Seconded by Brenner. Motion carried
unanimously.
MOTION by Helmbrecht to adjourn. Seconded by Powers. Motion carried unanimously.
Meeting adjourned 7:20 p.m.
Respectfully submitted,
Troy Bonkowske, Intern
4 _
DATE: September 17, 1997
TO: City Council
City of Circle Pines
City Council
City of Centerville
City Council
City of Lino Lakes _
FROM: Milo Bennett
SUBJECT: Ratification of expenditures
and approval for payment of
September expenses.
Your approval of September expenses as listed
on the attached copy of the check registers,
checks #9159 - 9180, and checks #11619 - 11620,
in the amount of $ 5,889.04 is hereby requested.
MB /al
CC: 7 Circle Pines City Council
7 Centerville City Council
7 Lino Lakes City Council
2 File
09/17/97 at 01:55PM CENTENNIAL FIRE DISTRICT RAGE 1
RANK CHECK REGISTER
Checking account
09/17/97 TO 09/17/97
—NECK NO DATE TYPE RAID TO / DESCRIPTION CHECK AMOUNT
_ - - - -- -- - - - - -- - - --- --- --------------------- - - - - -- ---- -- - - - - --
9159 09/17/97 AR -D McDONALDS 79.88
9160 09/17/97 AP -D OXYGEN SERVICE COMPANY, INC. 210.52
9161 09/17/97 AP -D LAKE COUNTRY CHAPTER 405.00
9162 09/17/97 AR -D TOM THUMP 218.90
9163 09/17/97 AP -D US WEST COMMUNICATIONS 129.40
9164 09/17/97 AR -D US WEST COMMUNICATIONS 56.13
9165 09/17/97 AP -D BUMPER TO BUMPIER 199.98
9166 09/17/97 AP -D FRATTALLONE'S HARDWARE STORES 177.41
9167 09/17/97 AR -D MINNCOMM PAGING 11.15
9168 09/17/97 AP -D MINNCOMM PAGING 20.64
9169 09/17/97 AR -D CY'S UNIFORMS 130.05
9170 09/17/97 AP -D AIRTOUCH CELLULAR 19.53
1 09/17/97 AP -D SYNDISTAR, INC. 590.75
9172 09/17/97 AP -D FINA OIL & CHEMICAL COMPANY 184.36
9173 09/17/97 AP -D ANOKA- HENNEPIN TECH COLLEGE 400.00
9174 09/17/97 AP -D ULTRA TUNE, INC. 643.84
9175 09/17/97 AR -D US WEST COMMUNICATIONS 65.00
9176 09/17/97 AP -D PIONEER PRODUCTS, INC. 875.48
9177 09/17/97 AP -D ROSEVILLE RADIO 184.68
9178 09/17/97 AP -D VERSATLE PRODUCTS, INC. 159.75
9179 09/17/97 AP -D ANOKA ELECTRIC COOPERATIVE 101.91
9180 09/17/97 AP -D NORTHERN STATES POWER COMPANY 58.33
TOTAL MANUAL CHECKS (M): 0.00
TOTAL COMPUTER CHECKS (C): 0.00
TOTAL DIRECT DISBURSEMENTS (D): 5,446.69
TOTAL CHECKS: - 5,446.69
09/17/97 at 02:18PM CENTENNaAL IRE DISTRICT page 1
A/P Pre- hec writing DISTRICT
--------------------- - - - - --
RANK ACCOUNT: Checking account
DATE T CHECK NO PAID TO / FOR AMOUNT
— -- - - ---- - -- -- - - -- ------------------------ - - - - -- ------ - - - - --
09/17/97 D 0 DISTRICT CLERK -NET PAYROLL 442.35
TOTAL AMOUNT OF ALL CHECKS: 442.35
Howard R, Green Company rost�n,s�rr�,�s
CONSULTING ENGINEERS Formerly MSA
Consulting Engineers
September 17, 1997
File: 260 - 078-30
Mr. Jim March
Administrator
City of Centerville
1880 Main Street
Centerville, MN 55038
RE: PARTIAL PAYMENT ESTIMATE NO. 7 — EAGLE PASS STREETS AND UTILITIES
Dear Mr. March:
Enclosed please find Partial Payment Estimate No. 7 for the above - referenced project. This pay
estimate includes payment for work completed up to Monday, September 15, 1997.
The majority of the work included in this payment is surmountable curb and external manhole
seals. The total amount earned this period is 441,676.98. The total amount retained is 5% of
the total amount earned to date, or $53,605.97.
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:tw
Enclosure
cc: Mr. Bryan House, C. W. House, Inc.
Mr. Mike Quigley, Gor -Em, LLC
Mr. Mark Novitski, Premier Bank
Ms. Jan Skurdal, Registered Abstracts
O:IPROIt260078M 1078- 1704.sep.parifal pay est 07.doc
1326 Enerav Park Drive • St. Paul. MN 55100 • 612/644 - fax 6121644 -94,16 toll free 8001888 -2023
PARTIAL PAYMENT ESTIMATE
NO. 7
FROM: JULY 12, 1997
TO. SEPTEMBER 15, 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-M8 -30)
COMPLETION DATE AMOUNT OF CONTRACT:
ORIGINAL: ORIGINAL: $1,230,708.15
REVISED: REVISED:
.. ........
............ ...
SCHEDULE 1.0 STREET VONSTRI CTION
I SUBGRADE PREPARATION RDSTA 59.6 145.00 9,642.00 000 0.00 0% 59.60 8,642,00 100%
2 SELECT GRANULAR BORROW (CV) CY 13900 9.29 114,402.00 0.00 0.00 0% 13,708.00 1 13.639.32 99%
3 AGGREGATE BASE, CLASS 5 TN wo 6.45 53.212.50 0.00 0.00 0% 7.703.00 49,684.15 93%
4 MILL BITUMINOUS SURFACE SY 75 6.50 497.50 0.00 0.00 0% 0.00 0.00 0%
5 2340 TYPE 41A WEARING COURSE MIXTUR TN 2100 23.40 49.140.00 0.00 0.00 0% 0.00 0.00 0%
6 2340 TYPE 318 BASF COURSE MIXTURE TN 2400 21.95 52,44000 0.00 0.00 0% 1,216.71 26,585,11 51%
7 BITUMINOUS MATERIAL FOR TACK COAT GAL 1250 1.45 1,912.50 0.00 0.00 0% 100.00 145.00 9%
9 CONCRETE CURB & GUTTER. DESIGN B618 LF 300 10,05 3,015.00 0.00 0.00 0% 923.00 9,276.15 309%
9 SURMOUNTABLE CURB & GUTTER LP 11900 6.75 80.325.00 5,886.00 39,730,50 49% 10.713.00 72,312.75 90%
10 CONCRETE VALLEY GUTTER SIT 195 5.70 1,111.50 0.00 0.00 0% 0.00 0.00 0%
11 GEOTEXIILE FABRIC SY 24100 1.05 25.30.00 0.00 0.00 0% 22,507.00 23,632,35 93%
12 4' PERF. THERMOPLASTIC PIPE DRAIN LF 11925 2.75 32.793.75 0.00 0.00 0% 11,830.00 32,532.50 99%
13 4' CONCRETE SIDEWALK SF 17340 2.42 41,962.80 0.00 0.00 0% 3,420-00 9,276.40 20%
14 CONCRETE PEDESTRIAN RAMP EA 7 230.00 1,610.00 0.00 0.00 0% 2.00 460.00 29%
Is TYPE III BARRICADE EA 2 250.00 500.00 0.00 0.00 0% 0.00 0.00 0%
16 MANHOLE ADJUSTING RING EA so 100.00 5 0.00 0.00 0% 20.00 2 40%
17 ADJUST VALVE EA 4 190.00 720.00 0.00 0.00 0% 8.00 1.440.00 200%
is CONCRETE AIR VOIDS TEST EA 15 67.W 1,005.00 0.00 0.00 0% 3.00 201.00 20%
19 CONCRETE CYLINDER (SET OF 3) EA 15 47.00 705-00 0.00 0.00 0% 3.00 141.00 20%
20 GRADATION TEST EA 5 75,00 375.00 0.00 0.00 0% 3.00 225.00 60%
nAcicdcaI12601260078f7.x)j PAGE 260,078 -30
ILRBX s : p s x � ' t 1 Y : v ;` x t +€ r >,s. 'a ;Ri<kw:'��' t? K< A'r�ds' >`#4s `isL.i`>' <; 3:y? <: ,�6 >,° �( .�: ��'•., . � .:
,r...,,.. <...:.A,.:.. < „<, ts..a.::e.::rpJ.:y%;.: �. .., ,. : ';>• ..: .<. }:..., f .., dr fi .x.. # ;. S :R:'h. ✓::. x� ;a. °:...�.A( (�^'� �; < >'.. °.x. '. ^�.):.:
:_...:....:.>:...>».,• a <.. >,...:: *s,.;a <.r,,.e- ..:.:.. .., .<...;..g ¢rx E.e ^a' >nx... �::a'e:::.: >x1i:£ % ... ., Tu. Sx>:x:.
21 PROCTOR TEST EA 4 100.00 400.00 0.00 0.00 0% 2.00 200.00 50%
22 INPLACE DENSITY TEST EA 25 48.00 1,200.00 0.00 0.00 0% 21.00 1.008.00 84%
T SCHEDULE 1.0 STREET CONSTRUCTION - TOTAL 476,164.55 39,730.50 350,400.93
PERCENTAGE OF SCHEDULE 1.0 COMPLETED: 74%
S=DULE 0 WATERMAIN
1 CONNECT TO EXISTING WATERMAIN EA 2 950.00 1,900.00 0.00 0.00 0% 2.00 1 100%
2 6" PVC WATERMAIN LF 1075 10.00 10,750.OD 0.00 0.00 0% 1,075.00 10,750.00 100%
3 8' PVC WATERMAIN LF 3550 12.35 43,842.50 0.00 0.00 0% 3,411.00 42,125.85 96%
4 12" PVC WATERMAIN LF 3110 18.00 55,980.00 0.00 0.00 0% 3,110.00 55,980.00 100%
5 6" GATE VALVE & 13OX EA 8 460.00 3 0.00 0.00 0% 4.00 1,840.00 50%
6 8' GATE VALVE & BOX EA 4 610.00 2,440.00 O.OD 0.00 0% 6.00 3 150%
7 12' BUTTERFLY VALVE & BOX EA 4 915.00 3,660.00 0.00 0.00 0% 7.00 6,405.00 175%
8 HYDRANT WNALVE EA 17 1,265.00 21,505.00 O.OD 0,00 0% 17.00 21,505,00 100%
9 HYDRANT EXTENSION LF 3 245.00 735.00 0.00 0,00 0% D,00 O.OD 0%
10 FITTINGS LB 15000 1.50 22,500.00 0.00 000 0% 14,965.00 22,447.50 100%
11 WATER SERVICE CONNECT W /CURB STOP EA 128 136.00 17,408.00 0.00 0.00 0% 128,00 17,408.00 100%
12 V COPPER SERVICE PIPE LF 4500 7.70 34,650.00 0.00 000 0% 4,59600 35,389.20 102%
13 2' INSULATION SY 50 17.00 850.00 0.00 0.00 0% 45,80 778.60 92%
14 GRANULAR FOUNDATION MATERIAL LF 7000 3.25 22,750.00 0.00 0.00 0% 7,000.00 22,750.00 100%
15 PROCTOR TEST EA 1 100.00 100.00 0.00 0.00 0% 1.00 100.00 100%
16 INPLACE DENSITY TEST EA 70 48.00 3,360.00 0.00 0.00 0% 25.00 1.200.00 36%
T SCHEDULE 2.0 WATER&" -TOTAL 246,110.50 0.00 244,239.15
PERCENTAGE OF SCHEDULE 2.0 COMPLETED: 99%
SCHEDULE 3.0 SANITARY SEWER
1 CONNECT TO EXISTING SANITARY SEWER EA I 3,200.00 3,200.00 0.00 0.00 0% 1.00 3,201).00 100%
2 CONNECT TO EXISTING SANITARY MR EA 1 2,500.00 2,500.00 0.00 0.00 0% 1.00 2,500.00 100%
3 S' PVC SANITARY SEWER (0-8') LF 1600 12.70 20,320.00 0.00 0.00 0% 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 8' PVC SANITARY SEWER (10 -12') 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 18,630.00 0.00 0.00 0% 900.00 18,630.00 100%
8 S' PVC SANITARY SEWER (16 -18) LF 580 22.70 13,166.00 0.00 0.00 0% 588.00 13,347.60 101%
9 8" PVC SANITARY SEWER (15 -20') LF 30 24.70 741.00 0.00 0.00 0% 30.00 741.00 100%
10 STANDARD MANHOLE (0$') EA 49 1,110.00 54,390.00 0.00 0.00 0% 45.00 49.950.00 92%
11 MANHOLE EXTRA DEPTH (>8') LF 190 71.00 13,490.00 0.00 0.00 0% 249.22 17,694.62 131%
1
n:lclericeR260N260078k7.xls PAGE 260 S -30
12 EXTERNAL MANHOLE SEAL EA 49 180m 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 0.00 0.00 0% 128.00 4,992.00 100%
14 4" PVC SERVICE PIPE LF 6225 6,70 41.707.50 0.00 0.00 0% 4,710.00 31,557.00 76%
15 GRANULAR FOUNDATION MATERIAL LF 6285 3.25 20,426.25 0.00 0.00 0% 6,285.00 20.426.25 100%
16 PROCTOR TEST EA 1 100.00 100.00 0.00 0.00 0% 1.00 100.00 100%
17 INPLACF DENSITY TEST FA loo 49.00 4,800-00 0.00 0.00 0% 34.00 1,632.00 34%
T SCHEDULE 3.0 SANITARY SEWER - TOTAL 260,805.25 0.00 241,295.37
PERCENTAGE OF SCHEDULE 3.0 COMPLETED: 93%
SCHEDULE 4-0 STORMc WER
1 12* RCP STORM SEWER LF 175 19.25 3,369.75 0.00 0.00 0% 234.00 4.504,50 134%
2 15' RCP STORM SEWER LF 1970 20.30 39.991.00 0.00 0.00 0% 1,388.00 28,176.40 70%
3 IS RCP STORM SEWER LF 422 22.30 9,410.60 0.00 0.00 0% 597.00 13,090.10 139%
4 24 RCP STORM SEWER LF 1014 26.00 26,364.00 0.00 0.00 0% 1,215,OD 31,590w0 120%
5 30' RCP STORM SEWER LF 292 38.00 11.096,00 0.00 0.00 0% 259.00 9.842.00 89%
6 36 RCP STORM SEWER LF 650 51.25 33.312,50 0.00 0.00 0% 676.00 34,645.00 104%
7 42* RCP STORM SEWER LF 205 69.00 14.145.00 0.00 0.03 0% 170.00 11,730.00 83%
9 15' RC APRON EA 2 445.00 890,00 0.00 0.00 0% 2.00 890.00 100%
9 24" RC APRON EA 3 540.00 1,4520m 0.00 0.00 0% 5.00 2,700.00 167%
10 36' RC APRON EA 1 9.50.00 950.00 0.00 0.00 0% 1.00 950.00 100%
11 42* RC APRON EA 1 1,050,00 1,050.00 0.00 0.00 0% 1.00 1,050.00 100%
12 15* TRASHGUAPD EA 2 225.00 450,00 oloo 0.00 0% 2.00 450.00 100%
13 24" TRASUGUARD EA 3 320.00 960,00 0.00 0.00 0% 5.00 1,600.00 167%
14 36'TRASHGUARD EA 1 550.00 550.00 000 0.00 0% 1.00 550.00 100%
15 42* TRASHGUARD EA 1 65000 650,00 0.00 0.00 0% 1.00 650.00 100%
16 48* DIA. STORM MANHOLE EA 25 1,130.00 29,250.00 0.00 0.00 0% 20.00 22.600.00 80%
17 54' DIA, STORM MANHOLE FA 2 1.570.00 3.140.00 0.00 0.00 0% 2.00 3,140.00 100%
18 60' DIA, STORM MANHOLE EA 5 1.680.00 9.400= 0.00 0.00 0% 9.00 15,120.00 180%
19 66* DIA. STORM MANHOLE EA 4 1,920.00 7,690400 0.00 0.00 0% 0-00 0.00 0%
20 72' DIA. STORM MANHOLE EA 1 2.260.00 2,260.00 0.00 0.00 0% 2.00 4,520.00 200%
21 78' DIA. STORM MANHOLE EA 1 2,900.00 2,900.00 0.00 0.00 0% 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 3 680.00 2,040.00 0.00 0.00 0% 2.00 1,360.00 67%
24 24* x 36 CATCH BASIN EA 12 820-00 9,840.00 000 0.00 0% 10.00 8,200.00 83%
25 EXTERNAL MANHOLE SEAL EA 39 180.00 7,020.00 16.00 2.880.00 41% 37.00 6,660.00 95%
26 EXTERNAL CATCH BASIN SEAL EA 14 210.00 2,940.00 6.00 1,260.00 43% 26.00 5.460.00 186%
27 INLET STRUCTURE EA 5 2,400.00 12,000.00 0.00 0-00 0% 5.00 12,000.00 100%
28 BAFFLED WEIR FA 1 2,300.00 2,300.00 0.00 0.00 0% 1.00 2,300.00 100%
I
nAcIcrical\2601260079f7.xls PAGE 3 260-078-30
04
Nit
"'M
. ....... ... . . ..... ....
29 10 DIP PIPE LF 50 24.00 1,200l00 0.00 0.00 0% 42.00 1,008,00 94%
30 12• DIP PIPE LF 50 26-00 1.300.00 o.w 0,00 0% 50.00 1.300.00 100%
31 RIP RAP - CLASS Ill TN 150 53.00 7,950,00 0.00 OVO 0% 136.00 7,208.00 91%
T SCHEDULE 4.0 STORM SEWER — TOTAL 247,62715 4.140,00 236,194.00
PERCENTAGE OF SCHEDULE 4.0 COMPLETED: 95%
EXTRA rrKMS
I REMOVE & REPLACE CLASS 5 FOR C & G Ls 1 3291 oloo 0.00 0% 1.00 3,281.00 100%
T EXTRA ITEMS —TOTAL 0.00 3,281.00
TOTAL AMOUNT THIS PERIOD 43,87050
TOTAL AMOUNT TO DATE 1.072,119.45
DESCRI]PTION CONTRACT AMOUNT TOTAL THIS PERIOD TOTAL TO DATE
SCHEDULE 1.0 STREET CONSTRUCTION — TOTAL 476,164.53 39,730.50 350.400.93
SCHEDULE 2.0 WATERMAIN — TOTAL 246,110.50 0.00 244,239.15
SCHEDULE 3.0 SANITARY SEWER — TOTAL 260.805.25 0.00 241.285.37
SCHEDULE 4.0 STORM SEWER — TOTAL 247,627.95 4,140.00 236.194.00
EXTRA ITEMS—TOTAL 0.00 0.00
PERCENTAGE OF CONTRACT COMPLETED: 87%
......... . .. .
�z
wl 11 " ... .....
. t 1 . . t: . I X;� L�4�
AMOUNT EARNED $43,870.50 $1=319.45
Em
5 1
AMOUNT RETAINED $2,193.53 $53,605.97
MATERIAL ON SITE $0.00 so .00
MATERIAL DEDUCT. "N
$0.00 $9.00
M
W
" 0'� ol %"��%�
PREVIOUS PAYMENTS .... .............. .... $976.836,50
m a - m"�4
gtv� �mwg' g
AMOUNT DUE $41,676.98 $41,67&98
I ..... ....... .
n:\cleficaI1260126007947.xIs PAGE 4 260W8-30
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 Contractors) have completed their work exactly in accordance with the Contract
Documents.
ENGINEER HOWARD R, GREEN COMPANY
BY:
TITLE:
DATE: -
Approved by Owner /Commission
CITY OF CENTERYMLE, MINNESOTA
BY:
TITLE:
DATE:
End.xls
Howard R. Green Company
CONSULTING ENGINEERS
Formerly MSA
Consulting Engineers
September 17, 1997
File: 260083 -0071
Mr. Jim March
Administrator
City of Centerville
1880 Main Street
Centerville, MN 55038
RE: PARTIAL PAYMENT ESTIMATE NO. 1 — LAKELAND HILLS STREETS AND UTILITIES
Dear Mr. March:
Enclosed please find Partial Payment Estimate No. 1 for the above - referenced project. This pay
estimate includes payment for work completed up to Monday, September 15, 1997.
The majority of the work included in this payment is sanitary sewer, watermain, and storm sewer
along Lakeland Circle. The total amount earned this period is $129,555.04, The total amount
retained is 5% of the total amount earned to date, or $6,818.69.
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
cc: Mr. Keith Eibensteiner, Royal Oaks Realty, Inc.
Mr. Dane Swenson, Builders Development & Finance, Inc.
Mr. Paul Houle, Glenn Rehbein Companies
DEN/et
Enclosure
0:tprojL260083\083.1705,sept
1326 Enerov Park Drive - St. Paid. MN 5510P • 6 1 2 4 -4 3AP far 61?F44 -ocaa inn r.00 ROn(tRa_oo�q
PARTIAL PAYMENT ESTIMATE
NO. I
PROM: AUGUST 1, 1997
TO: SEPTEMBER 15, 1997
CONTRACTOR: ROYAL OAKS REALTY, INC.
ADDRESS: 4195 LEXINGTON AVENUE, SHOREVIEW, MN 55126
OWNER: ROAYL OAKS REALTY, INC.
PROJECT: LAKELAND HILLS (260085M)
COMPLETION DATE AMOUNT OF CONTRACT:
ORIGINAL: ORIGINAL: $ 490,076.75
REVISED: REVISED:
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°fNFl1l i .10 SIlFl4MlN
1 CLEARING & GRUBBING PER TREE 00 0.00 0.00 0% 0.00 0.00 0%
2 SODDING BY 1000 1.00 0.00 DOD 0% 0.00 0.00 0%
3 SEED A MULCH AC 1.6 750.00 0.00 0.00 0% 0.00 0.00 0%
4 SILT FENCE LF 200 0.00 DAD 0% 0,00 0.00 0%
T SCHEDULE 1.0 St1EWORK -TOTAL O.OD COD
SCHEDULE -20 STREET CWHITRUICTION
1 SUSGiNDE PREPARATION RO STA 295 125.00 0.00 0.00 as DAD 0.00 0%
2 REMOVE BITUMINOUS PAVEMENT BY 100 4.00 26.50 114.OD 29% 2850 114.00 29%
3 REMOVE CONCRETE CURB S GUTTER LF 15 10.00 0.00 0.00 0% 0,00 0.00 0%
4 REMOVE SIDEWALK SF 75 5.00 COD 0.00 0% 0,00 0.00 0%
6 MILL BITUMINOUS PAVEMENT BY 60 5.00 0.00 0.00 as 0,00 0,00 0%
6 MODIFIED SELECT GRANULAR BORROW CY 7100 7.10 0.00 DOD 0% 0,00 0,00 0%
7 GEOTEXTOE FABRIC BY 0600 0.60 0.00 0.00 0% 0.00 0.00 0%
6 DIRECT SUMP CONNECTION EA 40 50,00 0.00 0.00 0% O.OD 0.00 0%
9 V NON -PERF, THERMOPLASTIC DRAIN PIPE LF 1600 600 0.00 0.00 0% 0.00 0.00 as
10 C PERF. THERMOPLASTIC DRAIN PIPE LF 8000 1.00 0.00 0.00 0% 0,00 000 0%
II CLASSSAGGREGATERASE TN 47W 7.10 0.00 0.00 0% 0.00 0.00 0%
12 TYPE 4IA WEAR COURSE MUUURE TN 075 26.25 0.00 0.00 0% 0.00 0.00 0%
13 TYPE 310, BASE COURSE MLYTURE TN 975 24.70 0.00 0.00 0% ODD 0.00 0%
M BITUMINOUS MATERIAL FOR TACK COAT GAL SW 1.75 0.00 0.00 0% DOD 0.00 0%
IS CONCRETE CURB A SUTTER, SURMOUNTABLE LF MIS 730 0.00 0.00 0% 0.00 0.00 0%
18 CONCRETE CURB &GUTTER, 8618 If 450 8.00 0.00 0.00 0% 0.00 0.00 0%
17 MANHOLE ADJUSTING RING EA 15 45.00 0.00 0.00 0% O.OD O.OD 0%
I
o:ptojL260083.U60085P1 PAGE 1 260 W -30
ix a s e a 1 T If ix we «a'j( ev at $ sa>: i ! s ta. •.,.
.7<I'YN[ z rt e<, �y�, ' 'x ttF'•- z:' k,"ci 'y, a+,a
3 s a >�a 3 f'+; � � � x 33#, � C �a5n i #e?dq e JM'a� zz Y 3.. #'L�v1�x��x tri'.�i �s 71c' 3 � >�yY 6 �
� .. k iu • ` n 5� l �w�. ., ^. °'. °' '2 S..A ax •�`rh Y Y }y: wk
18 PC IFTEWDEWAU[ SP 4118 1.65 0.00 0.00 0% 0.00 UAW 0%
IS S DRTYEWAYAPRON SF 1m 17.00 0.00 0.00 0% 0.00 0.00 0%
20 TSITUMINOUSTRNL SF SLO LIST 0.00 0.00 0% 0.00 OAO 0%
21 SUBGRADEDENSTIYTESTAWPLACE EA 7 50.00 0.00 DOD 0% MOD 0.00 0%
22 CLASS 5 GRADATION TEST EA 2 100.00 0.00 0.00 0% 0.00 0.00 0%
23 CLASS 5 PROCTOR TEST FA 1 135.00 0.00 0100 0% 0.00 0.00 0%
24 CLASS S DENSITY TEST, IWPLACE EA 7 50,00 0.00 000 0% 0.00 0.00 0%
25 CONCRETE AIR ENTRAINMENT TEST EA 10 10.00 0.00 0.00 0% 0.00 DOD 0%
26 CONCRETE SLUMP TEST EA 19 10,00 0.00 ODD 0% 0.00 0.00 0%
2f CYLINDERS(SEA) EA 10 40.00 0,00 0.00 0% 0.00 0,00 0%
T SCHEODUE 3.0 STREET CONSTRUCTION -TOTAL 114.00 114.00
MNPmO G_ __� ] WAIF K"
1 CONNECT TO EXISTING EA T 1,600.00 1.00 1,600.00 100% 1,00 1,600.00 100%
2 8* PVC WATERMAIN LF 3640 9.70 2,295.00 21,261,50 63% 2,293,00 22,261.50 63%
3 WPVCWATERMAIN LF 180 8.90 95.00 845,50 53% 95.00 645.50 33%
4 B' GATE VALVE W7 BOX EA 8 620,00 3.00 3,100A0 63% 5,00 3,100,00 63%
5 HYDRANT Wl GATE VALVE EA 9 1,810,00 5.00 9,350,00 56% 3.00 9,350.00 56%
B FITTINGS LB 3600 1,25 2,175,00 2,718.75 60% 2,175.00 2,718.75 W%
7 1' SERVICE CONNECTION Wl CURB STOP EA 40 105.00 22,00 2,310.00 55% 22.00 2,310.00 55%
6 1' COPPER SERVICE PIPE LF 1600 6.35 73100 4,801.15 46% 733.00 4,801.13 46%
9 GRANULAR FOUNDATION MATERIAL CY 600 0.01 118.00 1.18 20% 118,00 LIS 10%
10 GRANULAR BEDDING MATERIAL CY 600 0.01 0,00 0.00 0% 0.00 0.00 0%
11 IN-PLACE DENSITY TEST EA 45 50,00 0.00 000 0% 0.00 0.00 0%
12 PROCTOR TEST EA 2 133.00 0.00 - 0.00 0% 0.00 0.00 0%
T SCHEDULE 2.9 WATERMASI -TOTAL 46,988.06 46,988.08
AD11E= [ lb l NTARY !EWER
1 CORECONNECT TOE619TM MANHOLE EA 1 3,060.00 0.00 0.00 0% 0,00 0.00 0%
2 BUILD MANHOLECV EMSTINGSNOTARY EA 1 41385.00 1.00 4,365.00 100% 1.00 4,385.00 100%
3 B' PVC (0J1 FT DEEP) LF 775 19.50 66.00 1,326.00 9% 66.09 1 .326.00 9
4 8'PVC(B- IOFTOEEP) LF 725 19.50 704.00 13,728.00 97% 701.00 13,72607 97%
1
o:pmjV"83mV60083EI PAGE 260083 -30
..A .r�=3h < r i� �F`tf r ` +a �as�;'�i•So'��m+�. `g # < >'}�r�A'k'ik1�"11�1YA'�r �.,3
ji. ;a . T �^, s > + i a.. t •'" # Y' # w r �r f e sS� > >� 3�' a :;
....< -0. r (vz.�.�.. .c ..,£< s �.....�., ✓. x .. <.; -.>x >. .D. �, nl' . . F c >�'L. a�� m,: ° ; , >. ''�`R�I .iL�.xr $ >xa .£x ...�" � b E,y`� , y
5 0 PVC (10-12 FT DEEP) LF 500 20.40 307.00 6,262.80 61% 307.00 6,262.90 61%
6 8" PVC (12 -14 FT DEEP) LF 330 21.40 202.00 4,322.80 61% 202.00 4,322.80 61%
7 8 PVC (14 -16 FT DEEP) LF 300 25.70 210.00 5.397.00 70% 210.00 5,392.00 70%
6 2" INSULATION SF 1S0 1.00 488.OD 488.00 325% 488.00 488.00 325%
9 SANITARY MANHOLE (0 5) EA 13 1,435.00 9.00 12,915.00 69% 9.00 12,913.00 69%
10 MANHOLE EXTRA DEPTH (>B') LF 46 64.00 26.01 1,664.64 57% 26.01 1,664,61 57%
11 CONCRETE MANHOLE COLLAR EA 15 40.00 0.00 0.00 0% 0.00 0.00 0%
12 6'X4 SERVICEWYE EA 40 27.00 22.00 39440 55% 22.01 594.00 55%
13 4'PVC SERVICE PIPE LF 1600 5.21 975.00 5,118.73 617 975.00 3,118.75 61%
14 GRANULAR FOUNDATION MATERIAL CY 500 0.01 0.00 0.00 O% 0.00 0.00 0%
15 GRANULAR BEDDING MATERIAL CY 500 0,01 206.00 2,06 41% 206.00 2.06 41%
16 W -PLACE DENSITY TEST EA 40 50.00 0.00 0.00 0% 000 0.01 0%
17 PROCTOR TEST EA 2 135.OD 0.00 O.OD 0% 0.01 0.00 0%
T BCHEEW 4.64AMTARY SEY&R -TOTAL 56.201.05 56,204.05
labLoa s • 6 e7oau 9E?m
1 12" CLASS V RCP LF 195 28.55 24.00 687.60 12% 74.00 697.60 12%
2 15" CLASS V RCP LF 260 26.70 155.00 4,138.50 60% 135.00 4,138.50 60%
3 18" CLASS 111 RCP LF 495 27.65 33.00 912.43 7% 33.00 912.45 7%
4 21' CLASS III RCP LF 35 31.35 0.00 0.00 0% 0.00 0.00 0%
5 24' CLASS III RCP LF 480 31.95 339.00 10,831.05 71% 339.00 10,931.05 71%
6 12" PIPE APRON EA 10 350.00 3.00 1,650.OD 30% 3.00 1,650.00 30%
7 15 PIPE APRON EA 4 610.00 3.00 1.830.00 75% 3.00 1,930.00 73%
6 24" PIPE APRON EA 2 925.00 1.00 925.00 50% 1.00 925.00 50%
9 24" X 36' CATCHEMIN EA 2 910.00 2.00 1. 920.00 100% 2.00 1,820.00 100%
10 48" STORM MANHOLE EA 12 1,060.00 3.00 5.300.00 42% 5.00 51300.00 42%
11 54' STORM MANHOLE EA 1 1,475.00 1.00 1,47300 100% 1.W 1,475.00 100%
12 60' STORM MANHOLE EA 1 1,850,00 I.W 1183O.DD IDD% LOO 1,950.00 100%
13 EXTERNAL CATCH BASIN SEAL EA 2 163.00 OAD 0.00 O% 0.00 0.00 0%
14 EXTERNAL MANHOLE SEAL EA 14 135.00 000 0.00 0% 0.00 0.00 O%
15 POND OURET CONTROL STRUCTURE EA 6 11060.00 1.00 1,060,00 17% 1.00 1060.00 17%
78 BAFFLED WEIR EA 8 870.00 O.OD O.OD 0% 0.00 0.00 0%
17 RIP RAP, CLASS III TN 50 60,OD 9.80 588,00 20% 9.80 588.00 20%
18 IN -PLACE DENSITY TEST EA 15 50.00 0.00 0.00 0% 0.00 ORD 0%
19 PROCTOR TEST EA 1 135.00 0.01 0.00 0% 0.00 0.01 0%
T SCHEDULE 5.0 STORM SEWER -TOTAL 33,067,60 33,067.60
TOTAL AMOUNT THIS PERIOD 136,373.73
TOTAL AMOUNT TO DATE 136,373.73
I
..p,q 260083mU60083/1 PAGE 3 260-093 -30
�I�C -`: �' <h t >s.Eva.; 3 f,?+. 4 s: �ikps?�ki'�,ta;tn., ai
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DESCRU'nON TOTAL THIS PERIOD TOTAL TO DATE
SCHEDULE 1.0 SREWORK — TOTAL 0.00 DAD
SCHEDULE 2.0 STREET CONSTRUCTION -- TOTAL 114.00 114.00
SCHEDULE 3.0 WATERMAIN —TOTAL 46,988.08 46,988.08
SCHEDULE 4.OSANITARY SEWER — TOTAL 56,204.06 56,204.05
SCHEDULE 5.0 STORM SEWER — TOTAL 33,067.60 33,067.60
PERCENTAGE OF CONTRACT COMPLETED:
s:i d t < as .,.�: AL'.tbA.,�4`,k,: kii' & %ro :, 't.•1r
3 E €i xJ xs 3 t s.k E i ^k .tr f z M,d, fS.s fil
,x:i`s;.::
AMOUNT EARNED k a .._ . S s]6 77] 73 S136 _.
AMOUNT RETAINED
$6 $6
MATERTALONSPTE 5000 $000
`Y`Yfr`i'+s'cu: s ) fP e ".� :' Y cc a 3 o.,:•S O ¢ r uv 9" x b xY �a as .
s3.�tis �� aEk ........
MATERIAL DEDUCT.
00
j'
x NMI
;d' ,TiYf :>.
..£ ....A'. <�;:k s"`a's t�YE E3v�.i tr A:;s i•'t
�, -. <sa;;;L:,` °t�:_�:E�'E ,, ,E.,..3 ;.a.. >.E Si, , ,. .�' r•^a s. ..
PREVIOUS PAYMENTS
..E�5
AMOUNT DUE $129 $129.555-04 fr c3
o:pro11260083m\260083 /1 PAGE4 260.083 -30
I hereby certify that all items and amounts shown by this pay estimate are
correct for the work completed to date.
CONTRACTOR: ROYAL OAKS REALTY, 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 trade 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 Join, claims, security interests or encumbrances,
or that the Contractor(s) have completed their work exactly in accordance with the Contract
Documents.
ENGINEER: HOWARD R, GREEN COMPANY
BY:
TITLE:
DATE:
Approved by Owner /Commission
CITY OF CENTERWLLE, MINNESOTA
BY:
TITLE:
DATE:
End.xls
r
III DESIGNWISE
COMMERCIAL FURNISHINGS
City of Centerville
Ms. Ry -Chel Gaustad
The following specifications and pricing are in relation to the layout submitted to me last week. The
manufacturer I have selected to represent is Panel Concepts "TL2 ".
Panels:
1 30 x 66 Height, Tackable Acoustical, Powered $ 734.00 734.00
4 36 x 66 Height, Tackable Acoustical, Powered $ 774.00 3,096,00
1 36 x 66 Height, Tackable Acoustical Non - powered $ 651.00 651.00
1 48 x 66 Height, Tackable Acoustical Non- powered $ 734.00 860.00
Components:
2 Box, Box, File Pedestal, 24" w/lock $ 563.00 1,126.00
2 Tow Drawer Lateral File, 36" w/ lock $ 840.00 1,680.00
2 Pencil Drawers, 18" $ 174.00 348.00
2 36" Fabric Flipper Door Cabinet $ 529.00 1,058.00
1 48" Upper Shelf, High -sided $ 214.00 214.00
3 36" Upper Shelf, High -sided $ 197.00 591.00
2 36" Task Light $ 160.00 320.00
2 48" Tool Bar for Organization shelves $ 80.00 160.00
4 Pkgs. of 4 Accessory Trays, Slanted $ 148.00 592.00
2 30" Wall Track for Tool Bar $ 23.00 46.00
Worksurfaces:
2 24 x 36 x 36 Corner Worksurfaces $ 426.00 852.00
3 24 x 36 Worksurfacc $ 269,00 807.00
1 24 x 48 Worksurface $ 360.00 360.00
1 30 x 72 Worksurface $ 563.00 563.00
1 30 x 84 Worksurface $ 584.00 584.00
Electrical-
1 Base Feed Electrical $ 117.00 117.00
10 Duplex Outlets $ 34.00 340.00
TOTAL RETAIL: $15,099.00
LESS 55% DISCOUNT: $ 6.794.55
Please keep in mind, this is only a proposal. The terms and conditions have not been set forth herein.
When a final draft is determined and the colors have been selected, I will devise a procurement for you to
submit to the council of the City of Centerville.
I look forward to the opportunity to work with you on upgrading the furniture for your city office.
Sincerely,
David A. Janssen
Owner / President
1375 Wolters Boulevard, Suite #103 / Vadnais Heights, Minnesota 55110 / 612.481 •9027 / Fax 612 481 •9088
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026
OFFICE ENVIRONMENT
B R O K E R S
Q U O T A T I O N
TO CITY OF CENTERVIL.LE DATE1uly 28, 1997
1880 MAIN STREET PAGE OF
CENTERVILLE, MN 55035
QUANTITY DESCRIPTION EACH TOTAL PRICE
3 30X66 ASS PANELS 153.00 459.00
4 42X66 ASS PANELS 186.00 744.00
1 30 POWER ASSEMBLIES 20.00 20.00
4 42" POWER ASSEMBLIES 20.00 80.00
1 BASE POWER INFEED 20,00 20.00
6 DUPLEX RECEPTACLES 4.00 24.00
2 30X30 WORKSURFACES 85.00 170.00
2 30X42 WORKSURFACE 100.00 200.00
2 3OX72 WORKSURFACES 135.00 270.00
2 30X42X42X30 CORNER WSURf 176,00 352.00
2 30 BOX /BOX /PTLE PEDESTAL 140.00 260..00
i 2 36" 2 DWP LATERAL FILES 150.00 3 00
2 30" OPEN SHELVES 40.00 80,.00
2 42" OPEN SHELVES 50.00 100,00
1
1
Fiaceol of a xpy of ihb OVOTATION acknpwludy�d'
390 93rd Avenue N.W.
/� Coon Rapids, MN 55433
C 1 Office: 512 717 1710
I OEB R entative Pax: 612 717 1711 Customer Signeiure
OM3
OFFICE ENVIRONMENT
B R O K E R S
Q U 4 T A T ! 0 N
r TO CITY OF CENTERVILL£ —`~ DATEJuly 28, 1997
1880 MAIN STREET PAGE 0 2 OF
CENTERVILI_E, MH 55038
QUANTITY EACH TOTAL, PRICE_
2 42" FLIPPER CASTS W /LOCKS 130.00 260,00
4 TASKLIGHTS 45.00 180.00
2 30" TACKSOARDS 35.00 70.00
2 42" TACKBOARDS 45,00 90.00
1 60" STCA56 WALL TRACKS -PR 20.00 20.00
2 35" PAPER FLOW 20.00 40,00
2 CENTER DRAWERS 30,00 60.00
FREIGHT CHARGES INCLUDE DELIVERY AND
INSTALLATION.
SUBTOTAL, 3,819.00
FREIGHT 330.00
SALES TAX 248.24
TOTAL QUOTE 4,397.24
Rxsipt of a n Py of Ibis QUOTATtpq ackr wledged�
390 93rd Avenue N.W.
Coon Rapids, MN 55433
Offico: 612 717 1710
T CEB &I Fax: 612 717 1711 I Customer Signature
OFFICENVIRONMENT- Y
1
BROKERS INC _....- - - - ---
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OFFICE ENVIRONMENT
B R O K E R S
{� U O T A T ! O N
TO CITY OF CEUTERVILLG DATEJ 28, 1997
1860 MAIN STREET PAGE OF
01
CENTERVIL.I.E, MR 550,218
QUANTITY DESCR!PTION EACH TOTAL PRICE
REFERENCE; PRIVATE OFFICE
1 24X42 WORKSURFACE 67.00 67.00
1 24X72 WORKSURFACE 86.00 86.00
1 30IX72 PENINSULA WORKSURF 107.00 107.00
2 ASE WALL TRACK - -PAIRS 20.00 40.00
1 36" 2 DWR LATERAL FILE 150.00 150.00
1 CENTER DRAWER 30.00 30.00
2 48" FLIPPER CABINETS 135.00 270.00
2 TASKLIGHTS 45.00 90.00
2 48" TACKBOARDS 50.00 100.00
WORKSURFACEA ARE "ASIS" BLUE /GRAY
CUSTO11ER TO HAVE CHOICE OF TACA80ARD
FABRIC AND COMPONENT COLOR.
FREIGHT CHARGES INCLUDE DELIVERY AND
INSTALLATION.
SUBTOTAL 940..00
FREIGHT 125.00
SALES TAX 61,.10
TOTAL QUOTE 1,126.10
I
n�owiadg.d
i 390 93rd Avenue N.W.
Coon Rapids, MN 5543?
Off foe: 612 717 1710 �—
OEE esertative + Fax: 612 717 1711 Customer Signature
o M a ............ .
OFFICENVIRO MIENT
BROKERS INC - -- - - - - -- -
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SHOMI[W 11 6 R WAtEx PARK
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Fax #: 2-q - 2 I
From: Teri Gu tafson Joe Hunter
Ph one: 490 -4752 4904716
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4580 North Victoria 5t.
Shoreview, Minnesota 55126
Phone: 612 - 490 -4750
FAX: 612 -490 -7531
_ V
S �I VIE al v ww, victoria -
51tC!t'ec ii�n; MN 91126
Ph: (n12)490 -4790
COMMUNITY CENTER
1
September 17, 1997
i
City of Centerville
Ry -Chel Gaustad
City Clerk
1880 Main Strcet
Centerville, MN 55308
Dear Ry -Chet:
This letter is to clanf our agreement rcgardir-g tine Grid Neighbor rate offered to residents of Carterville.
The City of Shorcvievv will:
supply camera- read;' artwork, which may only be altered by the City of Shoreview,
offer you a discount of 20% oft' of the regular non - resident. rate for seasonal and
annual memberships for one year. We will cvmivate the offer after one year,
sell the membership directly to yOUF residents at the Community Center with proof of residency in the
fort of a MIN driver's license.
The City of Centerville will:
provide us a hat of publication deadlines and distribution dates for the next yelr,
publish the exact notice that we provide in ad "O 5 size in each Of your publications for a
period of one year.
fax .a copy of the notice ask appear= on the pare before you print and copy of the entirc document after
it is printed.
cntcrvi'1c a discount on membership to the Shoreview' Community Center
We're happy to otter liSe ; zsiden s Of C
Please sign and return nne of the enclosed form before publication of the first offer.
Sincerely,
Teri Gustafson Mine
Recreation Superintendent
Tide
Date
1 - �-
Good Neighbor fixate
The 5horeview Tr; p
community Center
& Tropics Indoor Water Park
it making a eplafih with their friendly
Go od Neighbor Rate!
The City of Shoreview is offering residents
of Centerville 20% off of the regular rates
far annual and seasonal rnemberehips to the
Shoreview Community Center. Fleaee present
your MN driver's license when purchasing
your rnembert;hIp at the Community Center.
For more Informatio ca 490 -470
DISCO:ated C-cod Naighbor Rate
Annual Membarehip Seasonal lvlarnberehip
Adult $240.00 Adult $80.00
Youthl5ealor !180.00 Youth /5enior $60.00 1
Family $416.00 Family $136.00
Ad Size i5 3.5" x 4
i
I
MEMO
DATE : September 18, 1997
TO Honorable Mayor and Council
FROM : Jim March
RE Lion's Haunted House
The Centerville Lions would like to request the use of the
LaMotte Park warming house and the park property to conduct the
annual Haunted House. It was decided it would be best to move
the Haunted House out of a bar environment. The Lion's would
also like to use the park area to conduct hayrides. I will check
the Lion's liability insurance for this type of event. The event
would be held on October 29, 30 and 31.
I have discussed this issue with Paul and he did not seem to have
any concerns. I would recommend approving this request.
Proclamation Resolution
No. 97 -19
October of 1997 is Proclaimed
. G 2 199,
As
DOMESTIC VIOLENCE AWARENESS MONTH
WHEREAS, the community problem of domestic violence has become a critical public
health and welfare concern in Anoka County; and
WHEREAS, domestic violence is a crime, the commission of which will not be tolerated
in Anoka County and perpetrators of said crime are subject to prosecution and
conviction in accordance with the law; and
WHEREAS, over 43,000 victims of violence have and will continue to access assistance
from Alexandra House, a domestic violence service provider for women and families;
and
WHEREAS, it is estimated that up to 70% of the children and youth who come to
Alexandra House are themselves, abused victims of domestic violence; and
WHEREAS, domestic violence will be eliminated through community partnerships of
concerned individuals and organizations working together to prevent abuse while at the
same time effecting social and legal change; and
WHEREAS, October is National Domestic Violence Awareness Month; and
WHEREAS, During National Domestic Violence Awareness Month, Anoka County
media, churches and other organizations will inform area residents about domestic
violence, its prevalence, consequences and what we, as a concerned community can do
to eliminate its existence.
OW, THEREFORE, BE IT RESOLVED AND KNOWN TO ALL that the
City of CanterzMe p roclaims October to be Domestic Violence Awareness Month
in cmt
Mayor
BOARD OF DIRECTORS
O Dawn Sorensen, Chair Jay Hancuch
Evelyn LaRue, Vice Chair Chuck Seykora
D David Rymanowski, Treasurer Lynne M. Tellers
Alexandra Mary Jane Beberg, Secretary Sally West
House, Inc. Barb Case Pat Prinzevalle,
Executive Director
AN ORGANIZATION FOR BATTERED
WOMEN AND THEIR CH ILDREN/YOUTH
September 5, 1997
Mayor Tom Wilharber
Centerville City Hall
1880 Main Street
Centerville, MN 55038
Dear Mayor Wilharber:
Enclosed, please find a proclamation in honor of Domestic Violence Awareness Month for
October of 1997 in Centerville Township. It is respectfully submitted by Alexandra
House, a domestic violence service provider located in Anoka County. Subject to your
approval, the proclamation is intended to make known the fact that domestic violence is
not an individual problem, but one of great concern to all of us.
Your support of the proclamation demonstrates an important commitment to the health
and welfare of your community. More importantly, it sends clear messages of support to
victims, a warning to would be perpetrators and it encourages the involvement of those
who want to permanently eliminate domestic violence in Centerville.
Thank you for your consideration of the Domestic Violence Proclamation. The favor of a
reply is requested in regard to its acceptance and adoption by your city council.
Sincerely,
P at- e4A
Pat Prinzevalle
Executive Director
Enclosure:
P.O. BOX 49039, BLAINE, MN 55449 -0039
Business: 780 -2332 • CrisisfM:780 -2330 • Fax: 780 -9696
CITY OF CENTERVILLE
ANOKA COUNTY
STATE OF MINNESOTA
RESOLUTION 97 -20
RESOLUTION ADOPTING THE MODIFICATION TO THE TAX INCREMENT
FINANCING PLAN FOR TAX INCREMENT FINANCING DISTRICT NO. 1 -3
BE IT RESOLVED by the City Council (the "Council') of the City of Centerville,
Minnesota (the "City"), as follows:
Section 1. Recitals.
1.01. The City has heretofore established Development District No. 1 and adopted the
Development Program therefor and established Tax Increment Financing District No. 1 -3 and
adopted the Tax Increment Financing Plan therefor. It has been proposed that the City modify the
Tax Increment Financing Plan for Tax Increment Financing District 1 -3 ( "District No. 1 -3 ") to
allow for the spending of additional tax increments generated from District No 1 -3 for the
purchase of land within the City of Centerville.
1.02. The Council has investigated the facts and caused to be prepared the Modification
to the Tax Increment Financing plan (the "Plan ") for Tax Increment Financing District No 1 -3.
1.03. The City has performed all actions required bylaw to be performed prior to the
adoption and approval of the proposed Plan, including, but not limited to, notification of Anoka
County and School District No. 12 having taxing jurisdiction over the property included in Tax
Increment Financing District No. 1 -3, a review of and written comment on the Plan by the City
Planning Commission, and the holding of a public hearing upon published notice as required by
law.
Section 2. Findings for the Adoption and Approval of the Plan
2.01 The Council hereby finds that the Plan, is intended and, in the judgement of this
Council, the effect of such actions will be, to provide an impetus for development in the public
purpose and accomplish certain objective as specified in the Plan, which are hereby incorporated
herein.
Section 3. Findings for the Modification of Tax increment Financing District No 1 -3
3.01. The Council hereby reaffirms its original findings that Tax Increment Financing
District No. 1 -3 is in the public interest and is an "economic development district' under
Minnesota Statutues, Section 469.174, subd. 12.
3.02 The Council further finds that the proposed developments would not occur solely
through private investment within the reasonable foreseeable future and that the increased market
value on the site that could reasonably be expected to occur without the use of tax increment
financing would be less than the increase in the market values estimated to result from the
proposed development after subtracting the present values of the projected tax increments for the
maximum duration of District No. 1 -3 permitted by the Plan, that the Plan conforms to the
general plan for the development of the City as a whole; and that the Plan will afford maximum
opportunity consistent with the sound needs of the City as a whole, for the development of
District No. 1 -3 by private enterprise.
Section 4. Approval and Adoption of the Plan
4.01, The Plan, as presented to the Council on this date, including without limitation the
findings and statements of objectives contained therein, are hereby approved, ratified, established,
and adopted and shall be placed on file in the office of the City Administrator.
4.02. The staff of the City, the City's advisors and legal counsel are authorized and
directed to proceed with the implementation of the Plan and to negotiate, draft, prepare and
present to this Council for its consideration all further plans, resolutions, documents and contracts
necessary for this purpose.
4.03. The staff of the City is authorized to file the Plan with the State Department of
Revenue and the Anoka County Auditor.
DATED: September 24, 1997
ATTEST:
Mayor Wilharber City Administrator
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ALL ANCHOR BOLTS, NUTS 3' 14 GA. HOT - DIPPED GALV. SEAL AFTER DROP 15 COMPLETE GROUT BOTTOM TO SLOPE TOWARD
AND WASHERS TO BE STRAP 6' -0' O.C.- MIN. 2 PIPE AS SHOWN BY ARROWS NEENAH CASTING R -1733 OR EQUAL
STAINLESS STEEL PER FASTEN TO MH NTH 4-3 /B"X6' ANCHOR BOLTS -- COVER � HAVE TWO CONCEALED
M NDOT SPEC 3312 3" ENDED. SHORT BODY TEE NEENAH CASTING R -173] --
OR EQUAL. COVER SHALL _ EXTERNAL MH SEAL
NEENAH CASTING R -1733 ' V HATE HALO CONCEALED SLAB SHALL BE
CRETEK TYPE II
tVERR GRE OR EQUAL COYER SHALL PICK HOES I
CL 52 DIP RISER PIPE HAVE TWO CONCEALED 1 - FLOW - I CONCRETE CONCRETE
0 GONG. BLOCK SPACER PICK HOLES I 1 AOJUSTNC RWCS I C AB JUSTNG RINGS
ALVE BO% I2" 1 MWMUM 2 RINGS
EQUAL MINIMUM 2 RINGS MAXMUM 6 RINGS MAXIMUM 6 R INGS
SECTION A -A Y g � ' � � l TERNAL MH SEAL EXTERNAL MH SEAL STEPS AS PER
EX SECTION A -A -SPECIFIGATIMS
READED PLUG OR Ec�+TRIC coNE WALLS TO BE
SIEEI TRANSITION COUPIFA i SECTION A -A CONSTRUCTED OF
1' X 1/4' STEEL REDWOOD + " PRECAST SECTONS
PIPE CLMIP 7 RISER CL 52 U.I.P. FROM ME BLOCK '} WITH CX4 JOINTS
TO UNDISTURBED SOY. 1 ECCENTRIC CONE MJ-PE DIP TEE 5/6SE RECAST SECTORS STEPS AS PER ES SPECIFlCATI NS
ASTM 6-476 DETAIL A MANHOLE INYIIRi SHALL "X 6� < STEPS AS PER -WALLS TO BE CONSTRUCTED O BE SLOPED TO PROVIDE
SEE DETAIL "B' SPECFlCAl10N5� PRECAST SECl1ON5 WITH CX4 I I SMOOTH now FROM
o ff / JOINTS < I I INLET TO OUTLET. I nnI'2�WW
STEPS AS PER BOTTOM HALF m I I I _
A i SPECIFICATIONS A \� BLND FLANGE 11
UNDIS 5qL TURBED '�' PIPE CLAMPS EVERY IY SEE DETAIL. o
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FLOW _ \� ,4 INSTALL CUT
PVC v '
COMPACTED
CRAWLER FlLL Y now
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HALF BLIND
P RC /� A ' ALA FIANCE INTEGRAL BASE
6" PVC SANITARY SEWER —� 4LL�p BAS OR J; I I I A. FlLL A NOTE:
MJ -PE FL W BO' ELBOW — MANHOLE INVERT SHALL BE
BEN \�EIANHOIE INVERT SHALLI 5 • i WITH SLOPED TO PROVIDE SMOOTH THIS TYPE MANHOLE SHALL BE USED
BE SLOPED TO PROVIDE r CRWT FLOW FROM INLET TO WRET WHEN SPECIFIED OR WHEN THE MANHOUE
SMOOTH FLOW FROM TEE DEPTH IS LESS THAN EIGHT FEET.
INLET TO OUTLET ..!
i" MIN. DETAIL B ��ININT EgRAL BASE
SEWER SERVICE CLEANOUT OUTSIDE DROP MANHOLE INSIDE DROP MANHOLE INSIDE DROP MANHOLE (TWO FEET OR LESS) SLAB TOP MANHOLE
GROUT BOTTOM TO SLOPE TOWARD
PIPE AS SHOWN BY ARROWS
NEENAH CASING R -1733
PROPERTY LINE I OR EQUAL COVER SHALL
HAVE TWO CONCEALED
SUITAB
CH LE MATERNAL 6c I FINISHED GROUN PICK HOLES \
SUITABLE MATERIAL SERVICE MARKER CONCf6llE
ADJUSTING RINGS —�
C OR 6' AS SPECIFIED I 1
M
2 RINGS
I TEE (Xt WYE AS SPEPFIED MAX ANMUM B NGS
/ I I SEWER MAIN
OR 1/4 Bc WHICHEVER N+
n / / IS LARGER 02' MAI MUMJ i PLUG PROPERTY BALE
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SECTION A -A
ER
SVICE MARKER
SPRING UHE SERVICE PIPE' FINISHED GROUND •I
.5 Bc I 45' BEND � EC(ENIRIC CONE
NANRAL GROUND L 1 IF MIN. SLOPE '�'r 1
THE BOTTOM OF THE TREN SHALL BE SHAPED q h 45' BEND in
TO FIT WE PIPE BARREL FOR AT LEAST 50% ` I �" THIS SEGi1LW OF PIPE PLUG z
O THE OUTSIDE DIAMETER. THE REMAINDER OF 4' OR Bc /B WIiICHEVEft ON UNgSRIRBED SOIL
THE PIPE IS SURROINDEU TO A HEIGHT OF AT IS LARGER NATURAL GROUND STEPS AS PER WALLS TO BE CONSTRUCTED OF
LEAST 6' ABOVE ITS TOP BY SELECT ALL C OR B' AS SPECIFIED u SPEOFICATONS PRECAST SECTIONS WITH CX4
MATERIALS. PLACED BY HAND TOOLS AND 45' BEND ' ANTS
COMPACTED TO COMPLETELY FALL ILL SPACES GRANULAR BEDDING
UNDER AND ADJACENT TO THE PIPE GRANULAR BEDDING SEWER MAIN
45' BED
IX MIN. SLOPE
TEE OR WYE AS SPECIFIED 1 5 .
NOTE ALL COSTS OF EXCAVATOR BELOW GRADE SEWER MAIN VARIES I A .` A
AND P ANO PLACEMENT OF CRANULMR BEDDING NOTE, COS EX GRANULAR BED ,
SHALL BE INCIDENTAL. SHALL BE TAI. NOTES.
1. TO BE USED AS SERVICE COHNECTI N ON DEEP LINES. N OTE:, 1 I I I
1 1" AYR. FLOW
2. SEWER SEANCES IN NEW SUBDI HALE PR
NS SNALL BE IXIDFD SEWER SEANCES IN NEW RTY LAN 0NS SHALL BE EXTENDED -- --xx�^
10 FEET PAST 111E PROPERTY Y IPNE TN ID FEET PAST CPERIY LINE.
4
INTEGRAL ASE
CLASS C PIPE BEDDING CLASS B PIPE BEDDING SERVICE RISER SECTION TYPICAL HOUSE SERVICE STANDARD MANHOLE
SECT IPB] I nNYNr oxnrr vui ms viwu. NrFarX+ non. No. oA¢ Ilr RLrsox oEmePnvH 132! ENERGY PARK ORK
DRAWN BY:. —JOB DATE: _ w Amm1 W¢ rAtAMY➢ sr r oR uom NY o4m ST. PALL, MINNESOTA SMOO WATERMAN AND SANTARY SEWER EXfEW" 911Fi xu
• APPROVED: JOB NUMBER NDD96M W4WI AND 1 A d Y
CAD DALE: DA C" Vf CE CEMER SENIOR HOLISM
TE MD>ti WI[ � THE CAD Fu E: cwa6 -o1 -- i 1 A _ R f1 COmw SANITARY SEWER DETAILS U6
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NOZZLE SECTOR Y PROPERTY ONE
DPFAATNG NUT 1' PENTAIX%1
2 17P Iq CGNECTIDI (ANFNI
NZE 3 R 1116' OA, 7 1/Y TPI.) I; STREET
4 1/2' MPER CONIECTON (THEM 2' % 4' WOOD MARKER
4IES9118' O.D.,P T.I.PJ
Bc
SUITABLE NAIFRIM
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PLUS ti1P RD
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CURB BOX AND STOP + ' 1' PERTAGDI
TO PROPERTY LINE
E H .� DPDiATNO Nun � [5MM� CURB BOX
O O O TO PROPERTY ONES NOIINAL GROW) LNE AND STOP O PROPERTY LINE O
4 O O O 5 Bc
O O NATURAL GROUND VALVE 10
O O CROSS STANDYPE CONCRETE BRICK WATERMAN
o THE BOTTOM OF THE TRENCH SHALL BE SHAPED °-
TO AT THE PIPE BARREL FOR AT LEAST 50R 12 1 4'
OF THE OUTSWE DIAMETER. THE REMAINDER OF y 1 5 , BOiTaM
LEAST B ABOVE I 9 I Y
THE PIPE 15 SURROUNDED III A HEIGHT OF AT 10=
L' ABOTS TOP BY PROVIDE ONE - 1.0' HORIZONTAL
EAST d' VE T BY HAND FOOLS TOOLS AND ND VALVE LOOP IN SEANCE LINE
B.O6J' THIGK ALUMINUM SIGN. BLACK COMPACTED TO COMPLETELY FILL ALL SPACES
LETTERS ON WHITE HGA INTENSTY UNDER AND ADJACENT TO THE PIPE. CORP - -1 TEE
REFLECTORIZED BACKGROUND.
U- CHANNEL POST, MINIMUM 3 LB. /FT. SEE HYDRANT f 4 J 7
B' -6' LONG, PAINTED GREEN. DETAIL „ /e' ROUND HOIFS
PLACED AS DIRECTED BY CITY SERMCE PIPE
1. le' eREAICaT SECTIDx
2 f LEFT H.VO RATNG BUT (1 11Y PUNT TO NAT) WATERNNN
3. PAINT 6NNR SEGIKN NO) 1D CAME.
A DRAM "D SHALL BE PILGGEO W WW CNKNOWAIER U,NOnNS ELAN
AS DRECTED BY THE ENJIEFR.
S PUMPER K= OF KNITS Wm PUuGGED MAINHOIES SNAIL BE PAINTED 91L
B. HYNUNT FLUIDS 9 BE RU IEiHED AND WST.WID WITH NKflIJIT.
STRUCTURE MARKER SIGNS CLASS C PIPE BEDDING TYPICAL WATER LAYOUT PACER HYDRANT DETAIL TYPICAL SERWCE DETAIL
5 -O'
EDGE OF MAT OR
BACK OF CURB
SUITABLE MATERIAL 4' -0'
Ift _.- -z z-a'
3 _ _ ®INSTALL ONE LENGTH OF WATERMAN
MINIMUM COVER AS REQUIRED W .0
ON PLAI ATIONS OR AS SHOWN
/ COMPACTED TRENCH OH PLWS
f)ACNFlLL PIPE THE TORS, CENTER
OR ER A%
B. YMICHEVE I ADAPTORS CENTER
IS LARGER (12' MIMUN) - AT AT CROSSINGS. 24' O.D. 24'
/ PROPOSED SEWER CATE VALVE WITH
1 MECHANICAL JONT
SPRWC lWE :0�4 Y COMPACTED SAND TEE AND VMVE BO%
{ STYROFOAM
��JT5* MIN.
IN
INSU ”"
'MIN
BENDS AS PROPOSED WATERMAN
REQUIRED
4' OR Bc /B WHICHEVER NATURAL GROUND WATERMAIN 2' STYITOFDAY
IS LARGER INSULATION 2H LINUM SAN OR S SEWER a. "
WATEE E45V SAIL 4' SAID CUSHION
GRANULARR dE001NG WATFAMNH WM I SEE TYPICAL
F COMPACTED SELECTED CENTER ONE IENIGTII TRANSITION TO SPECIFIED MECHANICAL JQNT TEE HYDRANT
GRANULAR MATERIAL 6 WATERMNN AT DE TFI (TYP.) INSTALL FOR SIZE NRE HYDRANT DETAIL
CROSSING VETICAL BEND AS REQUIRED ONE 5 REQUIRED
•GOUT RESTRNNNG COUPUNG -TWO
NOTE: ALL COSTS OF EXCAVAFON1 BELOW NOTE: WAIERNAIN PPE SHALL BE INSULATED 3/1' ALL THREAD RODS
GRADE AND PLACEMENT OF GRANULAR SEMEN COVER R LESS THAN 7.5 FEET
BEDDING SHAL BE INCIDENTAL. POSSIBLE CONTINUOUS ROD -
CONTRACTOR'S OPTION
N OTE:
RUNNER GLANDS MAY BE USED W PLACE OF RODDING.
i
CLASS B PIPE BEDDING PIPE INSULATION DETAIL WATERMAIN CROSSING RESTRAINING DETAIL
xOVBr rmm TV.T TIO PLAK ssEDErwnWL xa DATE ar RMS. I %swPT1DI 1$6 ENERGY PART( MOM
[ APPROVED THE
RAWN BY: JOB DATE SEPT 1997 9WyIePMEEnAP�Ymm9l0xWqV vI�MID Bt W: a uuR n Lwn SL PAM, W"WA 06100 WAT9�AAW AND 8AWARY SEWER EXTENMN 1 Rn
: JOB NUMBER 2fi[%198M _ ppWR59D1 2) 00 -43110
µ IOI D A t WB D SEPT 1997 1 MY O (E E SENM HICKS C.1 AIR FILE: . - - -- I- lovuard R Cxeen Com u �
An FILE; cw9s -BZ DATE ND WATERMAIN DETAILS
CONSULTING ENGINEERS
'n eryiCCe
1880 M ain S treet • Ce n te rv i lle, M N 55038
Established 1857 (612) 429 -3232 • FaX (612) 429 -8629
September 18, 1997
N fr. William Berber
1811 Fox Run
Centerville, NLy 55038
RE: NOTICE AND ORDER TO REPAIR OR DEMOLISH SIRLCTLRE
The City Building Official has determined that the deck at 1814 Fox Run is considered
to be dan under the provisions of Section 302 of the Uniform Code for .abatement
of Dangerous Buildings and notice is hereby given under Section 401 of the same code.
The Building Inspector has noted that the deck is illegal and dangerous due to faulty
construction and further orders that the deck be removed or repaired to meet Code.
The Building Official orders that permits be secured for the work t - , ithin twenty (20) days
of receipt of this notice and the work shall commence immediately thereafter. if work is not
cominenced within the time specified, the building official may proceed to have the work
done and charge the cost against the property or its owner.
The owner of the above property has the right to appeal this 'NOTICE and ORDER or
atn action of the building_ official to the Board of Appeals, pro the appeal is filed in
cvming with the building official within thirty (30) days from the date of receipt of this
notice. v
Failure to appeal will constitute a waiver of all tights to an administrative hearing and
determination of the matter.
Please direct any questions to the Centerville City offices.
Respectfully,
a
Ken Cook
Building Inspector
cc: Paul Palzer, Building Official'Public Works Dir.
Greg Hellings, City Attorney
Jim ?,.larch. Cite Administrator
Centerville City Council