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HomeMy WebLinkAbout2003-09-24 CC Packet I,., 'It.' ' -~:I\) CITY COUNCIL MEETING Wednesday, September 24, 2003 ~ 6:30 P.M. COUNCIL MEETING L CALL TO ORDER 1. Roll Call tJt APPROVAL OF AGENDA JlI. APPROVAL OF COUNCIL MINUTES 1. September 10, 2003 Council MeetiJig Minutes ~. CONSENT AGENDA ~v, 1. City of Centerville September 11, 2003 through September 24, 2003 Claims 2. Centennial Yare District Claims 3. Pay Request #2 - Dave Perkins Construction ($198,054.58) (peltier Preserve) I J'< AWARDSIPRESENTATIONSlAPPEARANCES J~/~ ~ ~e Chief Milo Bennett - Yare District Budget ~004 c _ _ J.}JtM JtJ ~ 'K', (1 1%('1 ~~ "701" /7()U) ~ ~~ - ~ ! VI. PUBLIC HEARINGS uPJ v",o# .' / {,;tfl- ,- U. Proposed Construction of a New Water Tower 500,000 Gallons {,tcfS vn. NEW BUSINESS ~6 ' ~ Resolution #03-048 - Lot Split/Lot Combination (Mr. Glenn Rehbein) ~~ ~ Centerville Lions' R~uest to Use 169A; Sorel (Old Pu~Ii.c~orks Site) for / Haunted House iO/z..-g-- IO/2-~ ,,'!!it; p"" ~/v~ 1p-6 .- I ~ Centennial Lakes Police Department Letter ,~ / U..n~ ~ - Pheasant Marsh, Phase mDevelopers Agreement ._~ () ~' - {;;.O vm. OLD BUSINESS () 1. Resolution'#03-049- Ordering Improvement & Preparation of Plans (21st LLL/~ Avenue) if-I D ;t 2. Resolution #03-050 - Approving Plans & S~cations & Ordering t'~ ~ Advertisement for Bids (21st Avenue) 1/-1 I 3. Resolution #03-051- Accepfuig Bids (21st Avenue) - Afn+-tZ-:t ~ ~..€./L--- 4. Resolution #03-052 - Resolutio~ Declaring Cost to be AssesSed, and / D hi \ Ordering Preparation of Proposed Assessmtnt (21st Avenue) ~I ~ ~./ 5. Resolution #03-053 - Resolution for Hearing on Proposed Assessment (21st Avenue) ~ Lu.- if-I .. ," IX. ANNOUNCEMENTSIUPDATES 1. Report on Anoka County Senate District Meeting (Update) - 2. Mound Trail Reconstruction 3. CounciJ/Committee/CommissionlCounty Joint Meeting (Update) - 4. Quarterly Business Meeting (Update) ~ 7016 & 7020 lIrian Court (Property Line Dispute) . . . .L (p. ~(" ~~ ~d - ~'J P-ff~ ~ tA.XP J'.M ~ 10 x. ADIO~ U-fiIor ./lhfa,htu~ Vu~~~ ~ ~/La-nwtil ~~~~for \:J . S~~ 1ti~ . I / c4J_ 1/~ ('~ l 7 ''?/$7)() P ~ .. ~ CITY OF CENTERVILLE CITY COUNCIL MEETING SEPTEMBER 10, 2003 6:30 p.m. Pursuant to due call and notice thereot: the City of Centervi11e held their regularly scheduled meeting on September 10, 2003, at City Hall, 1880 Main Street. PRESENT: Mayor Teny Sweeney Council Member Tom Lee Council Member Mary Capra Council Member IeffPaar COUDciI Member Linda Broussard vr ::~dmini_,~ M! City Attorney, Mr. Hoeft City Engineer, Mr. Peterson ABSENT: STAFF: L CALL TO ORDER Mayor Sweeney called the September 10, 2003, City Council meeting to order at 6:35 p.m II. SET AGENDA Mayor Sweeney requested that the Lions and Mr. Bill Bisek be added under appearances. Council Member Capra requested that a discussion on repeat ordinance offenders be added under New Business and an update on the Fire Steering Committee be added under updates. Mayor Sweeney indicated that Ordinance #5 would be moved ahead of awards and appearances to accommodate the Police Chief. Motion bv ConneD Member Broussard Vieken. seconded bv ConneD Member Pur to aDDrove the uenda as amended. AD in favor. Motion carried unanimouslv. m APPROVAL OF COUNCIL MINUTES 1. August 27. 2003 Council Meeting Minutes Page 1 of9 '\.1 _ r. Mayor Sweeney requested the following changes: On Page 4, remove the word for after if. On Page 10 of 11 remove the word got. Council Member Capra requested the following change: On Page 3, the motion was to continue not to table. Ms. Moore-Sykes requested the following change: On Page 9, change the spelling of Bugle to Bubul. Motion by Council Member Broussard Vickers. seconded by Council Member Ca ra to a rove the Au 27 2003 Council Meetin Minutes amended. AD in favor. Motion carried unanimouslv. IV. CONSENT AGENDA 1. The C Appro 2. Cent Oct Claims 3. Resolution #03-045 Closing Tn'" District 1-3 Capital Project Fund 4. . Parks & Recreation Committee Recommendations Motion by Council Member Lee. seconded bv Council Member Paar to aoorove the Consent A2enda as oresented. AD in favor. Motion carried unanimous Iv. V. A WARDSIPRESENTATIONS/APPEARANCES 1. Centerville Lions The Centerville Lions thanked the City for their support of the Festival and presented Mayor Sweeney with a donation check in the amount of $500 for Parks and Recreation from the shave the Mayor campaign. The Lions requested that the City waive the fee for the temporary event liquor license for the Phil Todd benefit event and indicated there would be a Lion membership event at Chauncey Barrett Gardens on October 9, 2003. Mr. John Thill provided Council with an accounting of the expenses from the 2003 parade, as well as, a comparison of costs to the 2002 parade. He also indicated that it would make organizing the event easier if they had walkie talkies for communicating with parade volunteers and asked for permission to research the costs and provide a report to Council for possible use of leftover funds to purchase walkie talkies. Council agreed to hear any proposal on the walkie talkies and said they would like them, if purchased, to be stored at Public Works for use as emergency communication during a disaster. Page 2 of9 / 2. Mr. Bill Bisek Mr. Bisek addressed Council and indicated that if there was any missing information in his application he would be happy to provide it. He then said that the Chief Heckman had asked that they have one off duty officer hired for security and noted he would also have 20 security people of his own at the event. He further commented that they have a permit from the school district for overflow parkiitg and would also like to utilize the park: and ride area at the old Public Works site and would need to use a few cones to line up the cars. VL PUBLIC HEARING(S) 1. Mr. and Mrs. Paulsen (1764 Main Street) Street Easement Vacation Mayor Sweeney opened the public hearing at 7:00 p.m. Ms. Moore-Sykes indicated that this matter was before the Planning and Zoning Commission and they recommended approval of the vacation. She then indicated she had received a letter from Ms. Lori Peterson of the Eagle Pass Twin Townhome Association that raised concerns and she had contacted Ms. Peterson to discuss those concerns. She further commented that Ms. Peterson indicated that she understood the request and had no further issue with it after the discussion. Motion bv CouneD Member Broussard Viekers_ seconded bv CouneD Member CaorB to close the oublie hearin2. All in favor. Motion carried unanimouslY. ~yor Sweeney closed the public hearing at 7:10 p.m. City Attorney Hoeft recommended that Council direct Staff to prepare a legal description for the exact location of the vacation for approval at the next Council meeting. 2. Mr. Glenn Rehbein (1421 Mound Trail) Lot Split/Combination Reqpest Mayor Sweeney opened the public hearing at 7: 12 p.rn.. Council Member Broussard Vickers indicated that Planning and Zoning Commission recommended approval of this request. Page 3 of9 "~ Council Member Capra asked whether Lot 10 would be large enough by ordinance standards. Mr. Bart Rehbein, 1421 Mound Trail, indicated the lot would be a little over 15,000 square feet. City Attorney Hoeft indicated a legal description would be needed for the 13 foot piece that is being split off Mr. Rehbein agreed to provide that legal description to the City. Motion bv CouneD Member Broussard Vickers. seconded bv ConneD Member Pur to dose the Dublie hemin2. AD in favor. Motion carried nnanimousIv. Mayor Sweeney closed the public hearing at 7:14 3. Mr. P Pre' . ere was a change made for width of parking spaces. Mr. Keller indicated the parking was made wider. Mayor Sweeney asked whether the County had any issues with the access. Mr. Paul Kellier, Sedona Homes, indicated he reviewed the plan with the Fire Chief and the County. The Fire Chief made mention that one entrance is all that would be allowed and the County concurred. The entrance was widened and a landscaped buffer added to separate inbound and outbound traffic. Mayor Sweeney commented that this property was directly south of Public Works and asked whether the applicant was aware of the proposed water tower. Mr. Keller indicated that he was aware of it and it does not pose an issue for him. Mayor Sweeney indicated the City may need to rent a portion of the land to store equipment and supplies during the construction. Mr. Keller indicated that he was willing to work out a temporary arrangement with the City. Council Member Capra indicated that she did not see the need for a variance. Council agreed that no variance was needed. City Attorney Hoeft indicated there is no issue with the interpretation, but suggested the City may want to revisit the language of the ordinance to clarify two story office buildings. The City Engineer provided a list of recommended changes for the site plan. Page 4 of9 Council discussed the entrance plantings and agreed to allow them provided the association maintained them. Mr. Kellier reviewed the issues outlined in the letter and indicated he had no issue with them. v Motion bv Conncll Member Xee.. seconded bv Councll Member Pur to close the oublic hearin2. AD in favor. Motion carried unanimouslv. Mayor Sweeney closed the public hearing at 7:25 p.rn. Motion bv Conncll Member Broussard Vickers. seconded bv Conncll Member Caora to aoorove the oreliminarv olat for CenterviDe Town Office Park with the corrections as reauested bv the City En2ineer with the exceotion of number one. All in favor. Motion carried unanimously. 1. eckman to come to Council to discuss ce#5. VB. NEW BUSINESS Ms. Moore-Syk the proposed Council Member Broussard Vickers indicated that the Planning and Zoning Commission had discussed the proposed changes to the Ordinance and recommended approval with the only question being the 60 day waiting period. Chief Heckman addressed Council and indicated that his department has not been able to dispose of weapons since 1976 and the BCA has agreed to dispose of them for the City and do all necessary investigations into ownership. He then said he is not concerned with making the time frame longer but needs the change to. allow for disposal. Council Member Capra indicated she did not have an issue with the changes to the firearms ordinance. She then said that there was concern over the goose hunting season and people shooting geese off of Center Street. She also asked for information on what type of ammunition and guns are allowed to be used for hunting in the City. Chief Heckman indicated that the officers on duty at the time checked and the hunters were in compliance with the ordinance. He then said he would need to review the ordinance to determine what types of guns and ammunition are allowed for hunting. Council Member Capra asked for clarification as to what time hunting can start in the morning. An audience member indicated that hunting is allowed 30 minutes before sunrise and 30 minutes after sundown. He then suggested contacting the DNR for further information on the hunting guidelines and regulations. Page 5 of9 City Attorney Hoeft indicated that the 65-day period would cover the City on the abandonment period of 60 days. 2. Resolution #03-044 Proposed Tax Levy Motion bv Councll Member CaDra.. seconded bv Connell Member Broussard Vickers to aDDrove Resolution #03-044 aDDrovine: the Prooosed Tax Levv for 2004 and establishine: the date and time for the troth-in-taxation hearine:s. AU in favor. Motion carried unanimouslv. 3. Per Diem Disbursements Ms. Moore-Sykes indicated that Staff was asked to forward this ite consideration. She then explained that the Planning C reducing the per diem rate to $10 fro $20 in recommended that other Co Council for ecommended money and Council discussed the Planning Commission for its gesture but indicate would like to keep the per diem at $20.00 as it allows people to use their per diem payment to pay a babysitter and that will enable residents to volunteer. 4. Repeat Offenders - Ordinance Violations Council Member Capra indicated that Chief Bennett had discussed at the Fire Steering Committ~ meeting the possibility of raising fees for additional compliance checks for repeat ordinance offenders. City Attorney Hoeft indicated that the City would need to look at its ordinances and determine what needs to be amended and create an inspection fee schedule that can be modified by resolution rather than amending the ordinance to change the fees. Council Member Capra indicated there is a recurrent problem with people burning green treated wood and the police go and tell them to put it out but they do it again as there is no real consequence. Council Member Broussard Vickers indicated the City had discussed using administrative offenses and suggested that be looked into. City Attorney Hoeft indicated that there is a bit of an issue with. administrative fees because the legislature feels the state is losing revenue to administrative fees so the League of Minnesota Cities and City Administrators are working on .the matter. The concern is that the legislature will restrict what types of offenses the City can use admini strative offenses for and the City will lose even more control. He then said that the recommendation will likely be to limit the administrative offenses to ordinance violations and leave the misdemeanor traffic to the court system and the fees to the state. Page 6 of9 Council Member Broussard Vickers indicated that Ordinance #4 would be the place to start and asked Staff to begin the process so that the changes could be made for the first of the year and the fines adopted by resolution in January. Council Member Broussard Vickers suggested Staff work on a cost analysis for repeat visits and address the ones that they are out most frequently on. Council Member Paar indicated that this came up with snowmobilers as the fee is $25 and he would like to see the fine larger, perhaps $300 to provide an incentive to follow the rules. He then said that he is a snowmobiler who follows the rules and the rest of the snowmobilers who do would not be affected by a larger fine, but those that are ruining things for those that follow the rules would have to pay a larger fine and perhaps that would be an incentive to follow the rules. 1. vm. OLD BUSINESS Ms. Moore-Sy~ Carlson indi . into the develo City Attorney Hoeft indicated that he was in Court and his assistant had provided this information to the City Clerk from his notes and there are a couple of changes. He then asked that on Page 3 it indicate that preliminary plat approval by the City and final lot grade is approved. Motion bv Councll Member Lee.. seconded bvCouncll Member Broussard Vicken to aoorove the Hunter's Crossine: Develooer's Ae:reement with the noted chane:es. All in favor. Motion carried unanimouslv. 2. Mr. HenlY V oteL Additiona1120 Day Extension Request Ms. Moore-Sykes indicated that Mr. Votel sent a fax asking for an additional 120 day extension. Motion bv Councll Member Cao.... seconded bv Councll Member Pur to aoorove the additional 120 davextension reouested bv Mr. Vote(. All in favor. Motion carried unanimouslv. 3. Resolution #03-047 - Acce.ptance of the Water Tower Feasibili13' Study Motion bv Councll Member Broussard Vickers. seconded bv Councll Member Lee to aoorove Resolution #03-047 as amended. AD in favor. Motion carried unanimouslv. Page 70f9 Council Member Broussard Vickers amended her motion to correct the heading of the resolution and the hearing date to September 24, 2003. IX. ANNOUNCEMENTSIUPDATES 1. Mound Trail Reconstruction Ms. Moore-Sykes indicated that at the pre-construction meeting with the contractor, Staff agreed to send out a letter telling residents on Mound Trail of the impending reconstruction so they are aware and those letters went out last week. Construction will commence on September 22, 2003. 2. CouncillCommittee/Commission/County Joint Meeting Ms. Moore-Sykes indicated that October does not work for Mr . and he has recommended rescheduling the m would have further information av: . , Anoka County, vember when he e 3. Fire S Council Member Capra indicated the Fire Steering Committee met on August 28, 2003 and Chief Bennett presented his budget. She then indicated that due to the continued development in Centerville, the City's cost for services will increase slightly this year and Chief Bennett will be in attendance and the next meeting to present the figures to Council. Council Member Capra indicated the overall percentages would go from 12.6 to 12.9 and Chief Bennett will be here for approval of the budget in a few weeks. Mayor Sweeney indicated he would not be able to attend the noise ordinance meeting as he has the police commission meeting. Ms. Moore-Sykes indicated she spoke to the Administrator from Circle Pines and that Council proposes no increase in the police budget from 2003 to 2004 for a reduction of 3%. She further commented that she would be receiving information on the exact details soon but the Council wants to put together a task force to assess building needs and recommends that the task force consist of an elected Council Member and the City Administrator. Council Member Lee volunteered to join task force. Page 80f9 Motion bv Council Member Caor&. seconded bv CouneD Member Broussard Vieken to aoooint Council Member Lee to the task force. All in favor. Motion carried DDBDimouslv. Council Member Paar indicated there was no EDC meeting and it was rescheduled for next Tuesday. He then said that he would be unable to attend the noise meeting. Council agreed to reschedule the noise meeting for September 28, 2OOct3 at 4:00 p.rn. Council Member Capra asked that Staff notifY the H o' d to attend the noise meeting. the quarterly business meeting the topic would be conceal and carry Ms. Moore-Sykes . on September 11, legislation X. ADJOURNMENT Motion bv CouneD Member Lee.. seconded bv CouncD Member Brqussard Vieken to adiourn the Seotember 10. 2003 City CouneD meetin2 at 7:58 o.m. AD in favor. Motion carried DDBDimo,slv. Transcribed by: Joan Lenzmeier, Recording Secretary TimeSaver Off Site Secretarial, Inc. Page 9 of9 ervi{{e 'E5taEBs1id 1857 UPDATE DisburselDent & Receipts September 22, through September 24, 2003 Receipts Disbursements $7,319.29 $10,145.45 CITY OF CENTERVILLE 09/24/03 2:35 PM Page 1 *Check Summary Register@ SEPTEMBER 2003 Name Check Date Check Amt 10100 MAIN STREET BANK Paid Chk# 018499 AVLlC 9/24/2003 Paid Chk# 018500 IRSIMAJN STREET BANK 9/24/2003 Paid Chk# 018501 KRIS SWEENEYIPETTY CASH 9/24/2003 Paid Chk# 018502 LEAGUE OF MN CITIES 9/24/2003 Paid Chk# 018503 MINNEGASCO. 9/24/2003 Paid Chk# 018504 MINNESOTA DEPT OF REVENUE 9/24/2003 Paid Chk# 018505 NATIONWIDE RETIREMENT SOL 9/24/2003 Paid Chk# 018506 PUBLIC EMPLOYEES RETIREME 9/24/2003 Paid Chk# 018507 QWEST 9/24/2003 Total Checks FILTER: None $456.00 DEP COMP - PAYROLL 9-25-03 $3,611.02 PAYROLL WIH 9-25-03 $89.64 PAPER - RECYCLlNG- GARAGE SALE $2,564.00 MN MAYORS ASSOCIATION MEMBERSH $143.39 7071 CENTERVILLE RD - SERV THR $563.75 PAYROLL WIH 9-25-03 $729.00 DEP COMP - PAYROLL 9-25-03 $1,654.34 PAYROLL WIH 9-25-03 $334.31 651-429-4834 - SERV THRU 10-15 $10,145.45 CITY OF CENTERVILLE 09/24103 3:50 PM Page 1 Cash Receipts UPDATE. SEPT 22 THRU SEPT 24, 2003 Tran Batch Amount Date Refer Comments Name Account Descr FUND 101 GENERAL FUND Act Type G $1.50 9/22/2003 07194 CLEAR RIDGE - 03-16 9-2203 G 101-24500 Bldg. Permit Surcharge $0.50 9122/2003 06873 MALLARD WAY - P03- 9-2203 G 101-24501 Plmbing Permit Surcharg $0.50 912212003 o 1751 PARTRIDGE PL - C03- 09-22-03 G 101-24503 Elec. Permit Surcharge $0.50 9/2312003 01779 PARTRIDGE PL-M03-0 09-2303 G 101-24502 Mech. Permit Surcharge $0.50 9/23/2003 02016 GATEWAY CIRCLE - C 9-23-03 G 101-24503 Elec. Permit Surcharge $0.50 9/23/2003 o 7381 OLD MILL RD - P03-03 09-2303 G 101-24501 Plmblng Permit Sureharg $0.60 9/2312003 o US UR Receipt Group 01 RE 09-24-03 G 101-11500 Accounts Receivable $0.50 9/23/2003 o 1917 CENTER ST - M03-052 09-2303 G 101-24502 Mach. Permit Surcharge Act $5.10 Act Type R $70.00 9/2212003 o 7148 OJIBWAY - OPC03-07 9-2203 R 101-32225 Elecbicallnspectlon $172.10 9/22/2003 07194 CLEAR RIDGE - 03-16 9-2203 R 101-32210 Building/Mech. Permits $100.00 912212003 o 6873 MALLARD WAY - P03- 9-2203 R 101-32180 Plumbing Permits $70.00 9/22/2003 06979 OJIBWAY - OPC03-072 9-2203 R 101-32225 Eiectrlcailn&pection 5110.00 9/2212003 o 1751 PARTRIDGE PL - C03- 09-22-03 R 101-32225 Electrical Inspection $20.00 9/23/2003 o 7381 OLD MILL RD - P03-03 09-2303 R 101-32180 Plumbing Permits $20.00 9/2312003 o 1917 CENTER ST - M03-052 09-2303 R 101-32210 Building/Mech. Permits $8.50 9/23/2003 o DOG TAG - 02-03 & 04-05 09-2303 R 101-32200 Animal Licenses $90.00 9/2312003 02016 GATEWAY CIRCLE - C 9-23-03 R 101-32225 Eiectricallnspection $20.00 9/23/2003 o 1 n9 PARTRIDGE PL-M03-0 09-2303 R 101-32210 Buildlng/Mech. Permits Act $680.60 FUND 10 $885.70 FUND 415 STORM WATER IMP PROJECTS Act Type R 50.95 9/2212003 o UB Receipt Sarv Pen 10 ORA 092203UT R 415-32350 Storm Water Drainage Fu $0.50 9/2212003 o UB Receipt Serv Pen 10 DRA 09-22-o3T R 415-32350 Storm Water Drainage Fu $5.00 9/22/2003 o UB Receipt Serv 10 DRAIN F 09-22-o3T R 415-32350 Storm Water Drainage Fu $1.00 9/2212003 o UB Receipt Serv Pen 10 ORA 09-2203UT R 415-32350 Storm Water Drainage Fu $15.00 9/22/2003 o US Receipt Serv 10 DRAIN F 09-2203UT R 415-32350 Storm Water Drainage Fu $9.55 9/22/2003 o US Receipt Sarv 10 DRAIN F 092203UT R 415-32350 Storm Water Drainage Fu $14.92 9/23/2003 o US Receipt Serv 10 DRAIN F 09-24-03 R 415-32350 Storm Water Drainage Fu $0.50 9/2312003 o UB Receipt Sarv Pen 10 ORA 09-23-03ot R 415-32350 Storm Water Drainage Fu $5.00 9/23/2003 o UB Receipt Serv 10 DRAIN F 09-23-0301 R 415-32350 Storm Water Drainage Fu $6.73 9/2312003 o US Receipt Serv 10 DRAIN F 92303UT-1 R 415-32350 Storm Water Drainage Fu $0.67 9/2312003 o UB Receipt Serv Pen 10 ORA 92303UT-1 R 415-32350 Storm Water Drainage Fu $1.50 9/2312003 o US Receipt Serv Pen 10 DRA 09-24-03 R 415-32350 Storm Water Drainage Fu $31.80 9/24/2003 o US Receipt Serv 10 DRAIN F 092403UT R 415-32350 Storm Water Drainage Fu $2.50 9/24/2003 o UB Receipt Serv Pen 10 DRA 092403UT R 415-32350 Storm Water Drainage Fu Act $95.62 FUND 41 $95.62 FUND 601 WATER FUND Act Type G $1.68 9/24/2003 o UB Receipt Sure 1 SALES T 092403UT G 601-20800 State Sales & Use Tax Act $1.66 Act Type R 50.52 9/22/2003 o UB Receipt Serv Pen 30 WA 09-22-o3T R 601-34400 Safe Drinking Water Fee $5.21 9/2212003 o UB Receipt Serv 30 WATER 09-22-o3T R 601-34400 Safe Drinking Water Fee $4.74 9/2212003 o UB Receipt Sarv 30 WATER 092203UT R 601-34400 Safe Drinking Water Fee CITY OF CENTERVILLE 09/24/03 3:50 PM Page 2 Cash Receipts UPDATE - SEPT 22 THRU SEPT 24, 2003 Tran Batch Amount Date Refer Comments Name Account Oeser $51.00 9/22/2003 o US Receipt Serv 1 WATER 092203UT R 601-37100 Water Sales $5.10 9/2212003 o US Receipt 5erv Pen 1 WAT 092203UT R 601-37100 Water Sales $4.59 9/22/2(?03 o US Receipt Sarv Pen 1 WAT Q9..2203UT R 601-37100 Water Sales $0.47 9/2212003 o US Receipt Serv Pen 30 WA 092203UT R 601-34400 Safe Drinking Water Fee $4.25 9/2212003 o US Receipt Serv Pen 1 W AT Q9..22-Q3T R 601-37100 Water Sales $42.50 9/2212003 o US ReceiptServ 1 WATER Q9..22-Q3T R 601-37100 Water Sales $0.52 9/2212003 o US Receipt Serv Pen 30 WA Q9..2203UT R 601-34400 Safe Drinking Water Fee $10.42 9/2212003 o US Receipt Serv 30 WATER Q9..2203UT R 601-34400 Safe Prinking Water Fee $96.90 9/2212003 o US Receipt 5erv 1 WATER Q9..2203UT R 601-37100 Water Sales $290.00 9/23/2003 o 7381 OLD MILL RD - 03-167 Q9..2303 R 601-34600 Water Meter Charges $143.56 9/23/2003 o US Receipt Serv 1 WATER 09-24-03 R 601-37100 Water Sales $14.36 9/23/2003 o US Receipt Sarv Pen 1 WAT Q9..24-Q3 R 601-37100 Water Sales $9.86 9/2312003 o US Receipt Serv 30 WATER Q9..24-03 R 601-34400 Safe Drinking Water Fee $0.99 9123/2003 o US Receipt Serv Pen 30 WA Q9..24-Q3 R 601-34400 Safe Drinking Water Fee $25.00 9/23/2003 o SHUT OFF WATER - 7176 P 9-23-03 R 601-37150 Water ConnectlReconnec $1,500.00 9/23/2003 07381 OLD MILL RD - 03-167 Q9..2303 R 601-37150 Water ConnectIReconnec $1.04 9/2412003 o US Receipt Sarv Pen 30 WA 092403UT R 601-34400 Safe Drinking Water Fee $10.42 9/2412003 o US Receipt Serv 30 WATER 092403UT R 601-34400 Safe Drinking Water Fee $2.55 9/24/2003 o US Receipt Serv Pen 15 WA 092403UT R 601-37100 Water Sales $25.50 9/24/2003 o US Receipt Sarv 15 WATER 092403UT R 601-37100 Water Sales $6.63 912412003 o US Receipt 5erv Pen 1 WAT 092403UT R 601-37100 Water Sales $66.30 9/24/2003 o US RecelptServ 1 WATER 092403UT R 601-37100 Water Sales Act $2,322.43 FUND 60 $2,324.09 FUND 602 SEWER FUND Act Type G $1,262.25 9/23/2003 07361 OLD MILL RD - 03-167 Q9..2303 G 602-20601 Service Availability Charg Act $1,262.25 Act Type R $49.00 9/2212003 o US Receipt 5erv 6 SEWER 09-22-Q3T R 602-37200 Sewer Sales $4.90 9/2212003 o US Receipt Serv Pen 6 SEW Q9..22-Q3T R 602-37200 Sewer Sales $9.80 912212003 o US Receipt Sarv Pen 6 SEW 09-2203UT R 602-37200 Sewer Sales $9.35 9/2212003 o US Receipt Serv Pen 6 SEW 092203UT R 602-37200 Sewer Sales $147.00 9/22/2003 o US Receipt Sarv 6 SEWER 09-2203UT R 602-37200 Sewer Sales $93.55 9/2212003 o US Receipt 5erv 6 SEWER 092203UT R 602-37200 Sewer Sales $49.00 9/23/2003 o US Receipt Sarv 6 SEWER 09-23-03ut R 602-37200 Sawer Sales $146.21 9/23/2003 o US Receipt Serv 6 SEWER 09-24-03 R 602-37200 Sewer Sales $14.63 9/23/2003 o US Receipt Serv Pen 6 SEW Q9..24-Q3 R 602-37200 Sewer Sales $6.60 9/2312003 o US Receipt Serv Pen 6 SEW 92303UT -1 R 602-37200 Sewer Sales $4.90 9/23/2003 o US Receipt Serv Pen 6 SEW 09-23-03ut R 602-37200 Sewer Sales $12.75 9/2312003 07361 OLD MILL RD - 03-167 09-2303 R 602-34700 SAC Charges $66.00 9/23/2003 o US Receipt Sarv 6 SEWER 92303UT -1 R 602-37200 Sewer Sales $2,000.00 9/23/2003 o 7381 OLD MILL RD , 03-167 09-2303 R 602-37250 Sawer ConnectlReconnec $19.60 9/2412003 o US Receipt Sarv Pen 6 SEW 092403UT R 602-37200 Sewer Sales $264.44 9/2412003 o US Receipt Serv 6 SEWER 092403UT R 602-37200 Sewer Sales $49.00 9/24/2003 o US Receipt Serv 18 SEWER 092403UT R 602-37200 Sewer Sales $4.90 9/2412003 o US Receipt Serv Pen 18 SE 092403UT R 602-37200 Sewer Sales Act $2,951.63 FUND 60 $4,213.88 CITY OF CENTERVILLE 09/24/03 3:50 PM Page 3 Cash Receipts UPDATE. SEPT 22 THRU SEPT 24, 2003 Amount Tran Date Refer Comments Batch Name Account Descr $7,319.29 FILTER: (([Period] in(9) and [Act Year] = '2003') and [Tran Nbr] in(10,13)) and ((((((((((Not [Tran Date]=#9/8/2003#))) AND ((Not [Tran Date]=#9/10/2003#))) AND ((Not [Tran Date]=#9/212003#))) AND ((Not [Tran Date]=#9/4/2003#))) AND ((Not [Tran Date]=#9/16/2003#))) AND ((Not [Tran Date]=#9/17/2003#))) AND ((Not [Tran Date]=#9/18/2003#))) AND ((Not [Tran Date]=#9/19/2003#))) Disbursement & Receipts September 11, through September.19, 2003 $250,000 $200,000 $150,000 $100,000 $50,000 Ii ~.'.,h.'f.': ~ Receipts Disbursements Payroll (9-11-03) $13,827.23 $239,480.47 $11,445.39 o .. . ^",,,,, e<?" _;'-''''~ ::t~B.' ':l:t""-." --;.-<::;;'Wt Receipts Payroll II"':".:. x. ~,,~ "@ <' ,*'%~ Disbursements NOTE: An update will be handed out on 9-24-03 for disbursement & receipts from 9-22-03 through 9-24-03. Amount FUND 101 GENERAL FUND Act Type G Act $21.80 $43.66 $0.60 $0.50 $0.50 $0.50 $200.00 $90.50 $0.50 $7.50 $0.50 $2.00 $0.50 $0.50 $369.56 Act Type R $2,985.59 $314.30 $20.00 $2,005.17 $7428 $20.00 $25.00 $25.00 $25.00 $100.00 $110.00 $8.50 $200.97 $0.26 $100.00 $100.00 Act $6,114.07 CITY OF CENTERVILLE Cash Receipts September 11 through September 19, 2003 Tran Date Refer Comments 9/1612003 9/16/2003 9/1612003 9/17/2003 9/1712003 9/17/2003 9/17/2003 9/17/2003 9/17/2003 9/1712003 9/1712003 9/18/2003 9/1912003 9/19/2003 9/1712003 9/17/2003 9/1712003 9/17/2003 9/1712003 9/17/2003 9/17/2003 9/17/2003 9/17/2003 9/1712003 9/1712003 911812003 9/1812003 9119/2003 9/1912003 9/19/2003 FUND $6,483.63 fUND 402 PARK CAPITAL PROJECT Act Type R $500.00 9/17/2003 Act $500.00 FUND $500.00 fUND 415 STORM WATER IMP PROJECTS Act Type R $38.45 $3.85 $200.00 $4.49 $0.50 $5.00 $0.50 $46.56 9/1612003 9/1612003 9/17/2003 9/1912003 9/1912003 9/1912003 9/1912003 9/19/2003 Batch Name o UB UR Recelpt Group 02 91603UT o UB UR Recelpt Group 00 91603UT o US UR Recelpt Group 01 91603UT o 7112 SHAD AVE - 03-159 091703 o 1779 PARTRIDGE PL- 091703 o 6936 IVY COURT - M03-048 091703 o 1715 DUPRE RD - #03-161 091703 o 1715 DUPRE RD - #03-161 091703 o 6944 IVY COURT - C03-078 091703 o 1397 MOUND TRL - 03-160 091703 o 1751 PARTRIDGE PL - 091703 o 7031 EAGLE TRL - 03-162 09-18-03 o 6879 MALLARD WAY - 09-19-03 o 6873 MALLARD WAY- 09-19-03 o 1715 DUPRE RD -#03-161 091703 o 1397 MOUND TRL - 03-160 091703 o 6954 DUPRE RD - 23 31 22 091703 o AUGUST 2003 FINES & 091703 o 7112 SHAD AVE - 03-159 091703 o 6936 IVY COURT - M03-048 091703 o 1715 DUPRE RD -#03-161 091703 o 6944 IVY COURT - C03-078 091703 o 7016 BRIAN COURT - 091703 o 1751 PARTRIDGE PL - 091703 o 1779 PARTRIDGE PL - 091703 o DOG TAG - 04-06 -#101 - 09-18-03 o 7031 EAGLE TRL - 03-162 09-18-03 o COPIES 09-19-03 o 6813 MALLARD WAY- 09-19-03 o 6879 MALLARD WAY - 09-19-03 o PROCEEDS FROM SHAVE 091703 o UB Receipt Serv 10 DRAIN o US Receipt Serv Pen 10 o 1715 DUPRE RD - #03-161 o UB Receipt Serv Pen 10 o UB Receipt Serv Pen 10 o UB Receipt Serv 10 DRAIN o UB Receipt Serv Pen 10 o UB Receipt Serv 10 DRAIN 91603UT 91603UT 091703 0919-03UT 9-1903UT 9-1903UT 091803UT 0919-03UT 09/19/03 2:38 PM Page 1 Account Deser G 101-11500 Accounts Receivable G 101-11500 Accounts Receivable G 101-11500 Accounts Receivable G 101-24500 Bldg. Permit Surcharge G 101-24503 Elec. Permit Surcharge G 101-24502 Mach. Permit Surcharge G 101-24504 Site Main. Escrow G 101-24500 Bldg. Permit Surcharge G 101-24503 Elec. Permit Surcharge G 101-24503 Elec. Permit Surcharge G 101-24502 Mach. Permit Surcharge G 101-24500 Bldg. Permit Surcharge G 101-24502 Mach. Permit Surcharge G 101-24502 Mach. Permit Surcharge R 101-32210 Building/Mach. Permits R 101-32210 BuildlnglMech. Permits R 101-34107 Assessment Search R 101-35000 Fines and Forfeits R 101-32210 BulldlnglMech. Permits R 101-32210 Building/Mach. Permits R 101-32300 Site Maintenance Fees R 101-32225 Electrical Inspection R 101-32225 Electrical Inspection R 101-32210 BulldlnglMech. Permits R 101-32225 Electrical Inspection R 101-32200 Animal Ucenses R 101-32210 Building/Mach. Permits R 101-34105 Sale of Maps and R 101-32210 BulldinglMech. Permits R 101-32210 BuildlnglMech. Permits R 402-36260 Donations and R 415-32350 Storm Water Drainage R 415-32350 Storm Water Drainage R 415-34000 Chrgs for Sarv. Drain R 415-32350 Storm Water Drainage R 415-32350 Storm Water Drainage R 415-32350 Storm Water Drainage R 415-32350 Storm Water Drainage R 415-32350 Storm Water Drainage CITY OF CENTERVlLLE Cash Receipts September 11 through September 19, 2003 09/19/032:38 PM Page 2 Tran Batch Amount Date Refer Comments Name Account Deser $0.50 9/19/2003 o US Receipt Serv Pen 10 09-1903UT R 415-32350 Storm Water Drainage $5.00 9/19/2003 o US Receipt Serv 10 DRAIN 09-1903UT R 415-32350 Storm Water Drainage $5.00 9/1912003 o US Receipt Serv 10 DRAIN 091803UT R 415-32350 Storm Water Drainage Act $309.85 FUND $309.85 FUND 601 WATER FUND Act Type G $1.44 9/1912003 o US Receipt Surc 1 SALES 091803UT G 601-20800 State Sales & Use Tax Act $1.44 Act Type R $290.00 9/17/2003 o 1715 DUPRE RD - #03-161 091703 R 601-34600 Water Meter Charges $1,500.00 9/17/2003 o 1715DUPRERD-#03-161 091703 R 601-37150 Water $2.21 9/19/2003 o US Receipt Serv Pen 15 091803UT R 601-37100 Water Sales $1.04 9/19/2003 o US Receipt Serv Pen 30 0919-03UT R 601-34400 Safe Drinking Water Fee $14.50 9/19/2003 o US Receipt Serv 30 WATER 0919-03UT R 601-34400 Safe Drinking Water Fee $9.32 9/1912003 o US Receipt Serv Pen 1 0919-03UT R 601-37100 Water Sales $153.01 9/19/2003 o US Receipt Serv 1 WATER 0919-03UT R 601-37100 Water Sales $0.52 9/19/2003 o US Receipt Serv Pen 30 091803UT R 601-34400 Safe Drinking Water Fee $5.21 9/19/2003 o US Receipt Serv 30 WATER 9-1903UT R 601-34400 Safe Drinking Water Fee $5.21 9/1912003 o US Receipt Serv 30 WATER 091803UT R 601-34400 Safe Drinking Water Fee $95.20 9/19/2003 o US Receipt Serv 1 WATER 9-1903UT R 601-37100 Water Sales $22.10 9/19/2003 o US Receipt Serv 15 WATER 091803UT R 601-37100 Water Sales $0.52 9/1912003 o US Receipt Serv Pen 30 9-1903UT R 601-34400 Safe Drinking Water Fee $9.52 9/19/2003 o US Receipt Serv Pen 1 9-1903UT R 601-37100 Water Sales Act $2,108.36 FUND $2,109.80 FUND 602 SEWER FUND Act Type G $1,262.25 Act $1,262.25 Act Type R $249.45 $24.95 $147.00 $14.70 $12.75 $2,000.00 $4.90 $49.00 $4.90 $501.51 $49.64 $49.00 . $4.90 $49.00 Act $3,161.70 FUND $4,423.95 $13,827.23 9/17/2003 9/16/2003 9/1612003 9/1612003 9/16/2003 9/17/2003 9/17/2003 9/1912003 9/19/2003 9/19/2003 9/1912003 9/19/2003 9/19/2003 9/19/2003 9/19/2003 o 1715 DUPRE RD -#03-161 091703 o US Receipt Serv 6 SEWER 91603UT o US Receipt Serv Pen 6 91603UT o US Receipt Serv 18 91603UT o US Receipt Serv Pen 18 91603UT o 1715 DUPRE RD - #03-161 091703 o 1715 DUPRE RD -#03-161 091703 o US Receipt Serv Pen 6 9-1903UT o US ReceiptServ 18 --091803UT o US Receipt Serv Pen 18 091803UT o US Receipt Serv 6 SEWER 0919-03UT o US Receipt Serv Pen 6 0919-03UT o US Receipt Serv 6 SewER 09-1903UT o US Receipt Serv Pen 6 09-1903UT o US Receipt Serv 6 SewER 9-1903UT G 602-20801 Service Availability R 602-37200 Sewer Sales R 602-37200 Sewer Sales R 602-37200 Sewer Sales R 602-37200 Sewer Sales R 602-34700 SAC Charges R 602-37250 Sewer R 602-37200 Sewer Sales R 602-37200 Sewer Sales R 602-37200 Sewer Sales R 602-37200 Sewer Sales R 602-37200 Sewer Sales R 602-37200 Sewer Sales R 602-37200 Sewer Sales R 602-37200 Sewer Sales CITY OF CENTERVILLE PAYROLL 9-11-03 Check Register Pay Pay Check Sac Check Check Year Group Period # Employee # Employee Name Date Amount Gross 2003 01 19 007355 000000047 COOK, KENNETH 9/11/2003 $558.03 $1,727.18 2003 01 19 007356 000000026 PALZER, PAUL J. 9/11/2003 $2,148.72 $3,088.25 2003 01 19 007357 000000093 STEPHAN, KIM 9/11/2003 $866.78 $1,299.34 2003 01 19 007358 000000094 MOORE-SYKES, K1MBERLAI 9/11/2003 $1,646.51 $2,904.52 2003 01 19 007359 000000098 PAULSETH,ELLEN 9/11/2003 $1,373.97 $2,553.43 2003 01 19 007360 000000091 MCPHERSON, JOEL 9/11/2003 $1,143.56 $1,969.54 2003 01 19 007363 000000075 PETERSON, TEDD 9/11/2003 $1,035.10 $1,926.69 2003 01 19 007364 000000069 BENDER, TERESA 9/11/2003 $992.00 $1,864.59 2003 01 19 007365 000000080 SWEENEY, KRISTEN 9/1112003 $848.87 $1,490.23 2003 01 19 007366 000000073 BROUSSARD,L1NDA 9/11/2003 $0.00 $225.00 2003 01 19 007367 000000110 LEE, THOMAS A. 9/11/2003 $207.79 $225.00 2003 01 19 - 007368 000000111 PAAR, JEFFREY S. 9/11/2003 $207.79 $225.00 2003 01 19 007369 000000068 SWEENEY, TERRY 9/1112003 $249.33 $275.00 2003 01 19 007370 000000089 YELLE-CAPRA, MARY J. 9/11/2003 $166.94 $225.00 $11,445.39 $19,998.n CITY OF CENTERVILLE 09/19/033:37 PM Page 1 *Check Summary Register@) Name 10100 MAIN STREET BANK Paid Chk# 018457 U.S. POSTAL SERVICE Paid Chk# 018458 ANDERSON, RICHARD Paid Chk# 018459 BACKMAN, BRIDGET Paid Chk# 018460 BONESTROO, ROSENE, Paid Chk# 018461 BURKE, PAUL Paid Chk# 018462 COMFORT PLUS HEATING & Paid Chk# 018463 CULLIGAN Paid Chk# 018464 DAVE PERKINS CONTRACTING. Paid Chk# 018465 DEVINE, RAY Paid Chk# 018466 GOLDENGATE INTERNET Paid Chk# 018467 GOPHER STATE ONE CALL INC Paid Chk# 018468 HANSON, BRIAN Paid Chk# 018469 HARRIS, MIKE Paid Chk# 018470 INTERNATIONAL UNION OF Paid Chk# 018471 KILIAN, DAVID P. Paid Chk# 018472 KLENNERT-HUNT, JENNEFER Paid Chk# 018473 LAKSO, MICHELLE Paid Chk# 018474 LEBLANC, WAYNE Paid Chk# 018475 LINDSAY, JULIE Paid Chk# 018476 MCLEAN, JOHN Paid Chk# 0184n MCLEAN, KYLE Paid Chk# 018478 MCLEOD USA Paid Chk# 018479 MINNESOTA BENEFIT Paid Chk# 018480 MINNESOTA PiPE & Paid Chk# 018481 NORTH STAR PUMP SERVICE P~d Chk# 018482 PAULSETH, ELLEN Paid Chk# 018483 PEIL, KATHY PaldChk# 018484 PETERSON, TEDD Paid Chk# 018485 PRESS PUBLICATIONS Paid Chk# 018486 PUBLIC EMPLOYEES INS Paid Chk# 018487 QWEST Paid Chk# 018488 SCHELLER, EUZABETH SEPTEMBER 2003 Check Date 9/16/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/2412003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 9/2412003 9/24/2003 9/24/2003 9/24/2003 9/24/2003 Check Amt $1,000.00 POSTAGE FOR THE METER $40.00 P & R PER DIEM- 8-6 & 9-2 MEET $20.00 EDC PER DIEM 7-8-03 MEETING $27,501.n GENERAL - SERV THRU 8-30-03 $20.00 EDC PER DIEM - 7-8-03 $605.92 REPAIR AlC - CITY HAl.L $72.47 WATER RENTAL $198,054.58 PAY REQUEST # 2 - PELTIER PRES $20.00 P & Z PER DIEM - 8-5-03 $50.00 INTERNET SERVICE - 982280 $34.10 SERV THRU AUGUST $60.00 P & Z PER DIEM - 7-1-03,8-5-0 $20.00 EDC PER DIEM - 8-12-03 $60.00 T. PETERSON & J. MCPHERSON UNI $60.00 P & Z PER DIEM -7-1, 8-5 & 9- $60.00 P & Z PER DIEM -7-1, 8-5 & 9- $60.00 P & Z PER DIEM -7-1, 8-5, & $60.00 P & R PER DIEM - 6-26, 8-6, 9- $60.00 P & R PER DIEM - 6-26-03, 8-6- $40.00 P & Z PER DIEM - 8-5 & 9-2-03 $40.00 EDC PER DIEM - 7-8 & 8-12-03 $730.09 PH SER THRU 9-15-03 $78.01 E PAULSETH INS - OCT $731.91 VALUE BOX RISERS $210.12 REPAIR LIFT STATION #2 $120.96 REIMBURSE MILEAGE - LMCIT & GF $60.00 P & R PER DIEM - 6-26, 8-6 & 9 $40.00 P & R PER DIEMS - 8-6 & 9-2 $64.50 NOTICE OF PUBLIC HEARING - WAT $5.605.73 INS THRU OCTOBER $113.06 612 E35-0084 - SERV THRU SEPT $40.00 EDC PER DIEMS -7-8 & 8-12-03 Paid Chk# 018489 SEDONA HOMES, INC. Paid Chk# 018490 SEELEY, SUZANNE Paid Chk# 018491 SMITH, EILEEN Paid Chk# 018492 STORK TWIN CITf TESTING Paid Chk# 018493 TIM REHBINE Paid Chk# 018494 TIME SAVER Paid Chk# 018495 US BANK. Paid Chk# 018496 WILHARBER, THOMAS Paid Chk# 018497 XCEL ENERGY Paid Chk# 018498 ZIEGLER, ANDRE 9/2412003 912412003 912412003 912412003 912412003- 9/2412003 9/2412003 9/2412003 912412003 9/2412003 Total Checks $185.00 VARIANCE - REFUND $60.00 P & R PER DIEM - 6-26, 8-6. & $20.00 EDC PER DIEM - 8-12-03 $658.25 PELTIER PRESERVE STREET & UTIL $40.00 EDC PER DIEMS - 7-8 & 8-12-03 $139.00 COUNCIL MEETING 9-10-03 $362.93 RADIO SHACK - OPERATING SUPPLI $60.00 P & Z PER DIEM - 7-1, 8-5 & 9- $2,202.07 1880 MAIN ST - SERV THRU 9-8-0 $20.00 P & R PER DIEM - 8-6-03 $239,480.47 Centennial Fire District Check Register 9/16/2003 The disbursements listed below are submitted by the Centennial Fire District for your approval: DATE 9/1612003 9/16/2003 9/1612003 9/16/2003 9/16/2003 9/16/2003 9/16/2003 9/1612003 9/16/2003 9/16/2003 9/16/2003 9/1612003 9/16/2003 9/16/2003 9/1612003 CHECK# NAME 13946 13947 13948 13949 13950 13951 13952 13953 13954 13955 13956 13957 13958 13959 13960 Cltgo Petroleum Corporation Connexus Energy Emergency Apparatus Maintenance Emergency Medical Products, Inc. Frattallone's Hardware Grainger Loffler Business Systems Metrocall MN Chapter IAAUJeffrey G. Schadegg NFPA Orkin Exterminating Qwest Tom Thumb Viking Office Products Sam's Club ACCOUNT 42100 - Fuel and Lube 42252 - Station 1 - Electric 42000 - Vehicle Maintenance 42260 - Medical Supplies 42110 - Other Maintenance 42130 - Equipment Expense 42180 - OffIce Supplies 42240 - Telephone 42200 - Dues and memberships 42200 - Dues and memberships 42110 - Other Maintenance 42240 - Telephone 42100 - Fuel and Lube 42180 - OffIce Supplies 45010 - Safety Camp Expense Total 1 of. 1 AMOUNT 106.41 334.93 7095.n 129.42 136.07 22.66 17.02 84.64 25.00 135.00 56.23 187.90 22.00 225.69 257.64 $8.836.38 , J1j:oo G Anderfik & 1~1 Associates &Igineers & ArthIlects Owner: City of Centerville, 1880 Main St, Centerville, MN 55038 Date: September 10, 2003 For Period: 819/2003 to 9/1 012003 Reauest No: 2 Contractor: Dave Perkins ContractinQ Inc., 14230 Basalt St NW, Anoka, MN 55303 CONTRACTOR'S REQUEST FOR PAYMENT PELTIER PRESERVE UTILITY & STREET IMPROVEMENTS BRA FILE NO. 616-03-129 SUMMARY 1 Original Contract Amount $ 503,307.00 2 Change Order - Addition $ 0.00 3 Change Order - Deduction $ 0.00 4 Revised Contract Amount $ 503,307.00 5 Value Completed to Date $ 357,424.50 6 Material on Hand $ 0.00 7 Amount Earned $ 357,424.50 8 Less Retainage 5% $ 17,871.23 9 Subtotal $ 339,55328 10 Less Amount Paid Previously $ 141,498.70 11 Uquldated damages - $ 0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 2 $ 198,054.58 Recommended for Approval by: BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. J~~ ." Approved by Contractor: 7. ~~N1RACT1HG IHe ~#N{lf/--/LU~- Approved by Owner: CITY OF CENTERVlLLE Specified Contract Completion Date: May 15, 2004 Date: 61603129REQ2 .-..-..-.-..--.-.-....-. ----... . ~.... -... ---.. . .... .._~ .-.' "' -._.....-.~..._,_.',._.~. ~._....-.. ._~-,-"'.\-........_-,.~...-. ...", ......-....... .. ... .....~_...~..4.....~'...... ,...._.._..... .. ...... '_"'_'_ ........ _' ,.-.... ._.-_ U. . ..-...-" ,,;-.,.,.......-- ,.......-...."'--'~. ....'"'-~ " Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date PART 1 - SANITARY SEWER: 1 CONNECT TO EXISTING MANHOLE EA 2500.00 1 $2,500.00 2 CONNECT TO EXISTING SANITARY SEWER PIPE EA 1 1500.00 1 $1,500.00 3 8" PVC SANITARY SEWER, SDR 35 LF 1190 18.00 1187 $21,366.00 4 8" X 4" PVC WYE EA 20 35.00 20 $700.00 5 .4' DIAMETER SANITARY MH, 8' DEEP EA 10 1800.00 10 $18,000.00 6 4' DIAMETER SANITARY MANHOLE OVERDEPTH LF 42 100.00 41.4 $4,140.00 7 IMPROVED PIPE FOUNDATION LF 500 5.00 250 $1,250.00 8 CLOSED CIRCUIT TV INSPECTION LF 1190 1.50 $0.00 9 SILT FENCE, REGULAR LF 200 2.50 $0.00 Total PART 1- SANITARY SEWER: $49,456.00 PART 1 - SANITARY SEWER: - Bid Amount Total- $53,105.00 PART 2 - WATER MAIN: 10 CONNECT TO EXISTING 8" WATER MAIN EA 1 2500.00 1 $2,500.00 11 8a PVC WATER MAIN LF 101 17.00 130 $2,210.00 12 6" PVC WATER MAIN LF 1585 14.00 1585 $22,190.00 13 10" HOPE WATER MAIN - DIRECTIONAL DRILLED LF 311 35.00 311 $10,885.00 14 6" GATE VALVE AND BOX EA 7 650.00 7 $4,550.00 15 INSTALL HYDRANT EA 4 1500.00 4 $6,000.00 16 DUCTILE IRON FlmNGS LB 1760 2.00 500 1500 $3,000.00 17 6" PIPE RESTRAINT EA 37 20.00 46 $920.00 18 8" PIPE RESTRAINT EA 5 30.00 5 $150.00 19 IMPROVED PIPE FOUNDATION LF 500 5.00 $0.00 20 SALVAGE AND REINSTALL HYDRANT EA 1 850.00 1 $850.00 21 INSULATION, 4" THICK SY 15 20.00 $0.00 Total PART 2 - WATER MAIN: $53,255.00 PART 2 - WATER MAIN: - Bid Amount Total- $55,902.00 PART 3 - SERVICES: 22 1" CORPORATION STOP EA 20 75.00 20 $1,500.00 23 1" CURB STOP AND BOX EA 20 75.00 20 $1,500.00 24 1" TYPE "K" COPPER WATER SERVICE LF 890 6.00 132 932 $5,592.00 25 4" PVC, SCH. 40 SERVICE PIPE LF 865 16.00 47 847 $13,552.00 Total PART 3 - SERVICES: $22,144.00 PART 3 - SERVICES: - Bid Amount Total- $22,180.00 PART 4 - STORM SEWER: 26 12" RCP STORM SEWER, CLASS 5 LF 230 20.00 218 218 $4,360.00 27 18a RCP STORM SEWER, CLASS 5 LF 140 24.00 167 167 $4,008.00 28 12a HOPE STORM SEWER LF 355 14.00 355 355 $4,970.00 29 15" HOPE STORM SEWER LF 185 15.00 185 185 $2,775.00 30 18" HOPE STORM SewER LF 170 18.00 167 167 $3,006.00 31 12" HOPE FLARED END SECTION INCLUDING TRASH GUARD EA 3 175.00 3 3 $525.00 32 ,15" HOPE FLARED END SECTION INCLUDING 'TRASH GUARD EA 2 175.00 2 2 $350.00 33 18" HOPE FLARED END SECTION INCLUDING TRASH GUARD EA 1 250.00 1 1 $250.00 34 CLASS III RANDOM RIPRAP CY 30 100.00 26 26 $2,600.00 35 2'X3'CB EA 3 1100.00 3 3 $3,300.00 36 4' DIAMETER STORM CBMH EA 4 1600.00 4 4 $6,400.00 37 4' DIAMETER STORM SewER MH EA 5 1600.00 4 4 $6,400.00 38 OUTLET CONTROL STRUCTURE EA 1 3800.00 1 1 $3,800.00 39 REMOVE CATCH BASIN EA 1 650.00 $0.00 40 RECONSTRUCT CATCH BASIN MANHOLE EA 1 650.00 $0.00 41 SEEDING, INCL SEED, FERTILIZER, AND WOOD FIBER BLANKET SY 1735 3.00 $0.00 42 SILT FENCE, REGULAR LF 100 2.50 $0.00 43 PROTECTION OF CATCH BASIN IN STREET EA 8 150.00 $0.00 Total PART 4 - STORM SEWER: $42,744.00 PART 4 - STORM SEWER: - Bid Amount Total- $52,345.00 61B03129RE02 Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date PART 5 - S1REETS: 44 MOBILIZATION LS 1 2500.00 0.5 0.75 $1,875.00 45 REMOVE BITUMINOUS PAVEMENT SY 750 2.00 746 B46 $1,692.00 46 SAWING BITUMINOUS PAVEMENT LF 175 2.50 $0.00 47 REMOVE AND REPLACE BITUMINOUS DRIVEWAY SY 35 50.00 $0.00 4B COMMON EXCAVATION CY 665 5.00 580 580 $2,900.00 49 COMMON EXCAVATION - SIDEWALK CY 200 5.00 $0.00 50 SUBGRADEPREPARATlON SY 6075 0.50 6075 6075 $3,037.50 51 GEOTEXTILE FABRIC SY 6075 2.00 6075 6075 $12,150.00 52 SELECT GRANULAR BORROW (CV) CY 3375 14.00 3379 3379 $47,306.00 53 AGGREGATE BASE, CLASS 5 TN 2300 12.00 2066 2066 $24,792.00 54 AGGREGATE BASE, CLASS 5, - SIDEWALK TN 250 20.00 $0.00 55 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 490 36.00 $0.00 56 TYPE LV 3 WEARING COURSE MIXTURE (B) TN 490 37.00 $0.00 57 BITUMINOUS MATERIAL FOR TACK COAT GAL 300 3.00 $0.00 58 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 3100 8.00 2998 2998 $23,984.00 59 4D CONCRETE SIDEWALK SF 7750 3.00 $0.00 60 CONCRETE PEDESTRIAN CURB RAMP SF 100 5.00 $0.00 61 ADJUST FRAME AND RING CASTING EA 2 250.00 $0.00 62 4D PERFORATED POLYETHYLENE PIPE LF 3100 1.00 3100 3100 $3,100.00 63 SKlDSTER (BOBCAT WITH OPERATOR) HR 10 95.00 $0.00 64 STREET SWEEPER (pICK UP BROOM WITH OPERATOR) HR 10 195.00 $0.00 65 WATER FOR DUST CONTROL 1000 GAL 100 25.00 $0.00 66 SEEDING AC 1 1500.00 $0.00 67 TOPSOIL BORROW CY 40 10.00 $0.00 68 SODDING, LAWN TYPE SY 300 3.00 $0.00 Total PART 5 - STREETS: $120,836.50 PART 5 - STREETS: - Bid Amount Total- $202,570.00 PART 6 - WATER MAIN - OUTSIDE PLAT: 69 CONNECT TO EXISTING 8D WATER MAIN EA 1 2500.00 1 1 $2,500.00 70 8D PVC WATER MAIN LF 225 29.00 451 451 $13,079.00 71 6" PVC WATER MAIN LF 15 25.00 8 13 $325.00 72 lOD HDPE WATER MAIN - DIRECTIONAL DRILLED LF 655 35.00 653 $22,855.00 73 DIRECTIONAL DRlLUNG - EXTREME CONDITIC LF 100 19.50 $0.00 74 8D GATE VALVE AND BOX EA 5 700.00 4 4 $2,800.00 75 6" GATE VALVE AND BOX EA 2 650.00 2 2 $1,300.00 76 INSTALL HYDRANT EA 3 1500.00 2 3 $4,500.00 77 DUCTILE IRON FITTINGS LB 1225 2.00 400 900 $1,800.00 78 6D PIPE RESTRAINT EA 4 25.00 2 $50.00 79 8D PIPE RESTRAINT EA 18 35.00 8 $280.00 80 IMPROVED PIPE FOUNDATION LF 100 5.00 $0.00 81 REMOVE BITUMINOUS DRIVEWAY SY 250 3.00 $0.00 82 :.REMOVE AND REPLACE BITUMINOUS r,- $0.00 . PAVEMENT SY 400 20.00 B3 COMMON EXCAVATION - SIDEW~ CY 200 10.00 $0.00 84 AGGREGATE BASE, CLASS 5, - SIDEWALK TN 100 20.00 $0.00 85 4D CONCRETE SIDEWALK SF 3135 3.00 $0.00 86 6D CONCRETE DRIVEWAY PAVEMENT SY 115 45.00 $0.00 87 PATCH BITUMINOUS DRIVEWAY SY 100 75.00 $0.00 88 CONCRETE PEDESTRIAN CURB RAMP SF 50 5.00 $0.00 89 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 210 15.00 $0.00 90 RECONSTRUCT CATCH BASIN MANHOLE EA 3 650.00 $0.00 91 4D PERFORATED POLYETHYLENE PIPE LF 330 2.00 $0.00 92 CLEAR AND GRUB TREE 2 600.00 $0.00 93 SODDING, LAWN TYPE SY 750 3.00 $0.00 Total PART 6 - WATER MAIN - OUTSIDE PLAT: $49,489.00 PART 6 - WATER MAIN - OUTSIDE PLAT: - Bid AmountTotal-$91,545.00 81803129REQ2 ,.- ,..,. -"....- ._............-~. -.-' .L'~"',O-"~..._....... ...-...... "'_~_ ~.... ..._~..".._'""~~_.. ,.-0.. .'.'.- - .....-'~.._..... -..- .'...-.-- ~.~~~~.__.. .-"___.... .' "~,'",.,,;.,,,,",.' ..,,,,,,,.,,,,,__,:.. .'.r..' .._, ..--'-._-"._.'"'-'-' ...t.:.-';'''~''''''~:''''''~~''''U'' ,........~..._-'~-'-,.u''-.,''......; ...,._;..:.1.......,~". ~.-G.~'...; "",~..."'''C".'.; ,'"" ., .-.._,'-"-'~',1\oJ.~l,;.L,.,'~~ Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date PART 7 . SERVICES - OUTSIDE PLAT: 94 1- CORPORATION STOP EA 23 175.00 20 20 $3,500.00 95 1- CURB STOP AND BOX EA 23 75.00 20 20 $1,500.00 96 1- TYPE "K" COPPER WATER SERVICE LF 320 18.00 250 250 $4,500.00 97 1- TYPE "K" COPPER WATER SERVICE DRILLE LF 670 20.00 500 500 $10,000.00 98 CONNECT EX. SERVICE TO NEW WATER MAlt EA 1 750.00 $0.00 Total PART 7 - SERVICES - OUTSIDE PLAT: $19,500.00 PART 7 - SERVICES - OUTSIDE PLAT: - Bid Amount Total- $25,660.00 Total PART 1- SANITARY SEWER: Total PART 2 - WATER MAIN: Total PART 3 - SERVICES: Total PART 4 - STORM SEWER: Total PART 5 - STREETS: Total PART 6 - WATER MAIN - OUTSIDE PLAT: Total PART 7 - SERVICES - OUTSIDE PLAT: Total Work Completed To Date $49,456.00 $53,255.00 $22,144.00 $42,744.00 $120,836.50 $49,489.00 $19,500.00 $357,424.50 r,. i 81603129REQ2 ...... -' '- .. _0. .,.~." ..._......................,~_.,..h.,.,.":..:;._'iu.-:..I.'_ ".'_""i PROJECT PAYMENT STATUS OWNER CITY OF CENTERVlLLE BRA FILE NO. 616-03-129 CONTRACTOR DAVE PERKINS CONTRACTING INC CHANGE ORDERS No. Date Description Amount Total Change Orders PAYMENT SUMMARY No. From To Payment Retainage Completed 1 06/0212003 08108/03 141,498.70 7,447.30 148,946.00 2 08/09/2003 09/10/03 198,054.58 17,871.23 357,424.50 Material on Hand Total Pavrnent to Date $339,553.28 OriQinal Contract $503,307.00 RetainaQe Pay No. 2 17,871.23 Change Orders Total Amount Earned $357,424.50 Revised Contract $503,307.00 ,r- 61603129REQ2 . Centennial Fire District 2004 : Budget The 2004 Budget was prepared with the knowledge that each city has lost some source of revenue. There are no new programs being proposed and staffing remains the same or less. The total budget is 1.12% less than the 2003 budget. Becaus~ of the various growth patterns of the cities, the distribution of the expenses' changes slightly. The formula sheet a~ched to the budget shows how the distribution was calculated. The items listed below are the items with a significant change: Inspection Wages - The Fire Inspector is in the beginning four (4) years of his .employment and is receiving step increases as well as cost of living increases. Vehicle Maintenance - This represents the cost of repair and maintenance of the fleet. The increase is due to p'ast experience. Other Maintenance - This represents the cost and maintenance of th~ buildings. and equipment other than vehicles. The change' is due to past experience. Equipment - This account represents the cost of purchasing equipment other than vehicles. Some of these purchases will need to be delayed. Legals - We have no~ used this account for a number of years, so the funding has been removed. CENTENNIAL F IRE DISTRICT BUDGET 9/18/2003 Account 2002 2003 2004 Change % Change 600 Logistic Supplies 1,000 1,000 1,000 0 0.00% 602 Fire Calls 3B,OOO 38,000 38,000 0 0.00% 603 Rescue Calls 36,000 36,000 36,000 0 0.00% 604 Training Calls 1 B, 000 18,000 18,000 0 0.00% 605 Maintenance Drills 13, 000 13,000 13,000 0 0.00% 745 Inspection Wages 42,000 46,350 48,500 2,150 4.64% 606 Fire Prevention Wages 30,000 5,000 5,000 0 0.00% 610 Vehicle Maintenance 2()1,OOO 22,000 24,000 2,000 9.09% 611 Fuel and Lube 7',000 7,000 7,000 0 0.00% 612 Other Maintenance 12:,000 12,000 10,000 (2,000) -16.67% 620 Uniforms 2:,000 2,500 2,500 0 0.00% 625 Equipment . 30',000 32,000 28,000 (4,000) -12.50% 650 Insurance 25,,000 27,000 27,000 0 0.00% 655 Medical Physicals 3,000 3,000 3,000 0 0.00% ' 670 Accounting Services 3,200 4,000 4,000 0 0.00% 675 Legals 2,000 2,000 0 (2,000) -100.00% 680 Office Supplies and Printing 6,000 6,000 6,000 0 0.00% 695 .Community Service 3,000 3,000 3,000 0 0.00% 705 Dues and Memberships 2,000 2,000 1,000 (1,000) -50.00% 706 Subscriptions . 500 500 500 0 0.00% 710 Travel and Conferences/School 14,000 14,000 8,000 (6,000) -42.86% 715 Cleaning Supplies and Service~ 6,,000 7,000 7,000 0 0.00% 720 Telephone 10..000 10,000 9,000 (1,000) -10.00% 730 Utilities 22}JOO 22,000 22,000 0 0.00% 735 Medical Supplies 4~(J00 4,000 4,000 0 0.00% 740 Breathing Air 2~.500 2,500 1,000 (1,500) -60.00% 601 Salaried Positions 16~OOO 16,000 14,500 (1,500) -9.38% 750 Secretary 36,,606 37,704 38,835 1,131 3.00% 755 District Chief 63,,000 75,000 77,250 2,250 3.00% 765 Payroll Taxes and Benefits 23,,000 35,000 38,000 3,000 8.57% Contingency 5000 0 2,000 2,000 " Total 468,,806 503,554 497,085 (6,469) -1.28% Relief Association 22J~OO 22,500 23,000 500 2.22% Depreciation Common Area Charges 22.1$31 21,727 20,824 (903) -4.16% Total 513,4137 547,781 540,909 (6,872) -1.25% Capital Equipment 1001000 100,000 100,000 0 0.00% Total Budget 613,437 647,781 640,909 (6,872) -1.12% CentennlalXlCentennfal BUdget 2003 Centennial Fire District 2004 Funding Formula 2004 Budget Centerville Circle Pines Lino Lakes Total 1998 Runs 96 219 525 840 1999 Runs 112 261 484 857 2000 Runs 104 237 556 897 2001 Runs 111 188 542 841 2002 Runs 124 199 575 898 Total 547 1,104 2,682 4.333 Five Year AveraQe 109.40 220.80 536.40 866.60 Market Value per Anoka Countv 208,635,900 239.184 100 1,154.257.200 1.602.077,200 Market Value divided bv 1,000.000 208.64 239.18 1,154.26 1,602.08 Population per Met Council 3,430 4670 17,942 26.042 Population divided bv 100 34.30 46.70 179.42 260.42 CALCULATION Five Year Average of Runs 109.40 220.80 536.40 866.60 Market Value divided bv 1,000 000 208.64 239.18 1,154.26 1,602.08 Population divided by 100 34.30 46.70 179.42 260.42 Total 352.34 506.68 1 870.08 2.729.10 Percentage of Total 12.9% 18.6% 68.5% 100.0% 2003 Budget 82 677 119,209 439,023 640 909 Centennial Fire 2004 Budget Contribution by City Centervllle 12.9 Lino Lakes 68.5 Circle Pl,nes 18.6 CentennlalXl2Clq4 Formula 9/1812003 . 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Travel, Conference and Schooling - Most travel has been eliminated and all schools with a fe~ are being reviewed. Telephone - A dedicated line at the Centerville Station 'was removed. This line connected the .station to the dispatch center but we were unable to u~e it because of other equipment problems. Breathing Air - Because we' ordered a new compressor for breathing air, we will not need to purchase air iri. the future. We did leave funds in the account to 'cover the testing aIld maintenance of the compressor. Salaried Positions - One Assistant Fire Marshal position was eliminated. Secretary - A 3 % increase has been entered for an annual salary adjustment. District Chief - A 3 % salary adjustnient has been entered. . . 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" " -'-,- '-. -,- .~5r%f:::~tj ,~..ii>~'::~;~:~~::" L-_-~ - .,,;.--; '-or.' :: .' - ~ '->..:;- _.:,- -~ - . :~ ,~~_- '~:\: -~;-~~f.-.. _ -~. =-_~,=.-..- ,~;Z~;:".::~;~:~:~~;':'~~~~;,'~- ~--- \ _ .-;,s. ,--:,~~-.-~ - -.'-"_:-~-:;~' :.-,- .__......c~fJ~[;~;:1~'i~1~!1&i~~tIN~1t~,~.";. '.--- ..'D:a.lI~ "'~ 1-' ',. ,,","..h'~'."'-' -=~-t.~ - - -~- --. .~'-' _.0.,;':' r. ,-' .c , 1;;.;;tervi{{e uta6{isfiea 1B57 STATE OF MINNESOTA COUNTY OF ANOKA CITY OF CENTERVILLE NOTICE OF PUBLIC HEARING TO CONSIDER THE CONSTRUCTION OF A NEW 500,000 GALLON WATER TOWER NOTICE IS HEREBY GIVEN, that the City Council of the City of Centerville will consider the constructing a new water tower at 7087 - 20th Avenue South, the southwest quadrant of the parcel. The meeting is scheduled for Wednesday, September 24,2003 at 6:30 p.rn.. or shortly thereafter. The purpose of the meeting is to ascertain public input regarding the above stated matter and consideration of this proposed project. The City Hall is ADA accessible. Requests for hearing assistance devices or a sign language interpreter must be received before 4:00 p.rn.. September 19, 2003. All persons interested are invited to attend and to be heard. You may contact the City Clerk's office at (651) 429-3232 or by facsimile (651) 429- 8629 if you need additional information or would desire to receive a copy of the feasibility study associated with this proposed project. If you desire, you may email: ksykes@centervillemn.com or tbender@centervillemn.com with questions or concerns. This notice is also available on the City's web site: www.centervillemn.com. September 3, 2003 . ./ Teresa Bender, City ClerJ(f jtJ... Published in the Quad Community Press on September 16, 2003 DEVELOPMENT CONTRACT PHEASANT MARSH, PHASE m CENTERVllLE, MINNESOTA TIllS AGREEMENT, made and entered into this day of . 20---, by and between the City of Centerville, a municipal corporation organized under the laws of the State of Minnesota (the "City"), and Ground Development a Minnesota COI:poration (the "Developer"). RECITALS: WHEREAS, the Developer has received approval from the City Council for a preliminary plat of land within the corporate limits of the City, which plat is known as Pheasant Marsh Phase m, hereinafter called "Subdivision"; and WHEREAS, the Developer has requested the City to construct all surface streets, sidewalks, curb and gutter, recreational trails, storm sewer, drainage facilities, water main and sanitary sewer facilities, hereinafter referred to as "Street and Utility Improvements"; and WHEREAS, the Developer and the City desire to establish herein the financial responsibility for the Street and Utility Improvements; and WHEREAS, the Developer is to be responsible for the installation and financing of certain private improvements within the plat, hereinafter referred to as "Private Improvements". NOW, THEREFORE, in consideration of the mutual promises of the parties made herein, it is agreed by and between the parties as follows: A REPRESENTATIONS OF DEVELOPER. As inducement to the City's approval and authorization to proceed with construction and entering into this Agreement, the Developer represents and warrants to the City: 1. That the Developer is the fee owner of the property and has authority to enter into this Agreement. 2. That the subdivision complies with all City, County, State and Federal laws and regulations, including but not limited to City subdivision ordinances and zoning ordinances. 3. The subdivision complies with all wetland protection legislation. B. PRIVATE IMPROVEMENTS. The Developer will construct and install at Developer's expense the general improvement construction according to Ordinance #8 and other improvements specific to the development herein set forth: 1. Cost of Private Improvements, description: a. street name signs (installed by the City) approximately ---1- @ $250 each $250.00 b. Traffic signs, stop signs, etc. (installed by the City) approximately .l @ $250 $750.00 c. Utility markers approximately -1- @ $100 each $100.00 d. Street sweeping -1JL..@ $250.00 each $2,500.00 e. Lot access graveVsilt fence -.2L @ $500 each/lot $14,000.00 f. Flushing of storm sewers, once per year until all lots are built upon -1- @ $500.00 each $1,000.00 g. Streetlights approximately -Z- @ $2,000 $4,000.00 h. Shade trees (balled and burlapped) (4 @ Comers) 2 per lot at $200.00 each @ ~ $13,200.00 1. Final Grade/Sod, ~ lots @ $2,000Ilot $56,000.00 j. Snowplow service of streets 20 @ $100 I plowing $2,000.00 Ie. City administration for review and compliance of above - 20 hours @ $50 I hour $1,000.00 Total Estimated Cost $94,800.00 Developer Retainage (150%) $142,200.00 All of the above items under Section B with the exception of the trees and sod on unbuilt lots shall be completed and/or provided to the City by November 30. 2004. 2. Also included as items associated with the Private Improvements, the Developer shall undertake or arrange to accomplish the following: 2 a. Site Development Issues I. Coordinate with the utility companies to provide for gas main, telephone lines, cable television lines, and power lines to service the properties developed on the final plat according to the City's joint trench policy. 11. Provide seeding and vegetation maintenance and erosion control over denuded or graded areas and mitigation area, at the City's direction. 111. Establish lot comer monumentation within 180 days after filing the final plat. IV. All building pads shall not be less the construction size of the home. v. Provide such street maintenance and control of builder's actions to maintain roadways clear of mud, soil, and debris to provide safe driving surfaces. The Developer shall provide street sweeping within 24 hours of the City's request for such services. v. Provide for landscaping in accordance with the City ordinances and Developer's approved landscape plan. VI. All construction vehicles associated with the construction of private, street and utility improvements and residential construction shall follow street and road routes as determined by Council and obey all postings on said streets. The Developer shall accomplish or cause to be accomplished these actions according to generally accepted trade standards. The Developer will cause to be furnished to the City a schedule of proposed operations at least five days prior to commencement of the construction activities. b. Site Grading, Street Construction and Building Permits. No certificate of occupancy shall be issued without installation of bituminous base course across the front lot line of that property. No building permit shall be issued for any lot without the finished grading in accordance with the approved grading plan. c. Erosion Control. The Developer shall control erosion insuring: i. The Developer shall submit an erosion control plan, detailing all erosion control measures to be implemented during construction. 3 Said plan shall be approved by the City prior to the commencement of site grading or construction. ii. Erosion and siltation control measures shall be coordinated with the different stages of development. Appropriate control measures as required by the City shall be installed prior to development when necessary to control erosion. lii. Land shall be developed in increments of workable size, as determined by the City Engineer, such that adequate erosion and siltation controls as directed by the engineer can be provided as construction progresses. The smallest practical area of land, as determined by the City Engineer, shall be exposed at anyone period of time. IV. Where the topsoil is removed, sufficient arable soils shall be set aside forrespreading over the developed area. The topsoil shall be restored to a depth of at least four (4) inches and shall be of a quality at least equal to the soil quality prior to development. The Developer shall also install four (4) inches of topsoil on all boulevards and seed or sod as approved by the City. The Developer shall make all necessary adjustments to water service curb stops to bring them flush with the topsoil' (before occupancy). All disturbed areas shall be seeded. d. Inspection. All of the work shall be under and subject to the inspection and approval of the City, City Engineer, and where appropriate, any other governmental agency having jurisdiction. e. Faithful Performance of Construction Contracts and Letter of Credit. The Developer will fully and faith:fully comply with all terms and conditions of any and all contracts entered into by the Developer for the installation and construction of all Private Improvements and hereby guarantees the workman~hip and materials for a period of two years following the City's final acceptance of the Private Improvements. The Developer agrees to guaranty for a period of one year the tree plantings required as part of the Developer's Agreement. Each specific tree guaranty period shall begin with the planting of each specific tree. Concurrently with the execution hereof by the Developer, the Developer will furnish to, and at all times thereafter maintain with the City, a cash deposit, certified check, or an Irrevocable Letter of Credit, based on one hundred fifty percent (1500.10) of the total estimated cost of the Private Improvements as indicated in, Paragraph B 1. The Irrevocable Letter of Credit shall be for the exclusive use and benefit of the City of Centerville and shall state thereon the same is issued to guaranty and assure performance by the Developer of all the terms and conditions of Paragraph Bl of this Development Contract. Such 4 Letter of Credit may be reduced upon completion and acceptance of the Private Improvements by the City to an amount deemed adequate by the City Engineer to cover the two year warranty period described herein The City shall have the right during said warranty period to draw on the Letter of Credit for any warranty work that is necessary. The Irrevocable Letter of Credit shall be renewed or replaced by not later than twenty (20) days prior to its expiration with a like letter. f. . Reduction of Escrow Guaranty. The Developer may request a reduction of the Letter of Credit or cash deposit based on prepayment or the value of the completed Private Improvements at the time of the requested reduction. The amount of reduction will be determined by the City and such recommendation will be submitted to the City Council for action. g. Approval of Contractors. Any contractor selected by the Developer to construct and install any Private Improvements must be determined in writing by the City Engineer to be acceptable. The City reserves the right to require satisfactory proof of successful experience and adequate financial status by any such contractor. C. STREET AND UTll.ITY IMPROVEMENTS. In accordance with the policies and . ordinances of the City, the "Street and Utility Improvements" include those improvements as described by the plans, specifications, and contract documents entitled Pheasant Marsh, Phase ill Street and Utility Improvements, as prepared by the City Engineer and as adopted and approved by the City Council. ~2r~ p(O~ The Developer hereby requests that the City install andlor modify the necessary streets, sanitary sewer, water, municipal storm sewer to service the proposed development. The City agrees to proceed pursuant to Minnesota Statutes Chapter 429, the Petition for Local Improvement signed by Developer dated August 22, 2001, and the Agreement of Assessment and Waiver of Irregularity and Appeal signed by Developer dated August 22, 2001, and to specially assess 1000.10 of the cost of said improvements to the subject property, with the exception of those costs attributable to the oversizing of the watermain, which costs are as set forth in the Pheasant Marsh, Phase ill Street and Utility Improvements as prepared by the City Engineer. Said oversizing costs will be the responsibility of City. Prior to the preparation of fimilplans and specifications for the construction of said improvements, the Developer shall provide to the City a cash escrow in the amount of $12,500 to provide for financing the cost of preparing the Development Contract and said final plans and specifications by the City Engineer.. Furthermore, the Developer shall also provide a cash escrow to the City in an amount indicated in writing to provide for financing the cost of inspection, staking, and construction administration by the City Engineer. 5 D. COVENANTS/RESTRICTIONS. Developer hereby agrees to place certain covenants against the subject property, restricting its development to single family home construction. Said covenants shall be approved by the City and recorded against the Property. E. RECORDING AND RELEASE. The Developer agrees that the terms of this Development Contract shall be a covenant on any and all property included in the Subdivision. The Developer agrees that the City shall have the right to record a copy of this Development Contract with the Anoka County RecorderlRegistrar to give notice to future purchasers and owners. F. REIMBURSEMENT OF COSTS. Except as limited by Minnesota Statute 462.3531, the Developer agrees to fully reimburse the City for all costs incurred by the City including, but not limited to, the actual costs of construction of said improvements, engineering fees, legal fees, inspection fees, interest costs, costs of acquisition of necessary easements, if any, and any other costs incurred by the City relating to this Development Contract and the installation and financing of the aforementioned improvements. G. OCCUPATION OF PREMISES. The Developer further agrees that it will not cause to be occupied any premises upon the plat or any property within the plat until the completion of the gas, electric, telephone, cable television, water, and sewer improvements required by this Development Contract have been installed, unless the City has agreed in writing to waive this requirement as to a specific premises. Furthermore, Developer shall be granted no certificates of occupancy for homes within the plat prior to substantial completion of all Private and Street and Utility Improvements described in this Contract, and as detailed in paragraph B.2(b). Building Permits shall be issued only within the constraints as set forth previously herein. H. OWNERSIDP OF IMPROVEMENTS. Upon completion of the work and construction required by this Contract and acceptance by the City, the improvements lying within the public easements shall become City property without further notice or action. I. INDEMNlFICATION AND HOLD HARMLESS. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from subdivision plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may payor incur in consequence of such claims, including reasonable attorneys fees. Provided that nothing herein shall require Developer to indemnify the City, its officers or employees from any violation of law or from the consequences of their own negligence. I. PROHIBmONS AGAINST ASSIGNMENT OF AGREEMENT. Developer represents and agrees that prior to the completion of the Developer improvements as certified by the City: 6 1. Except by way of security for, and only for the purpose of obtaining financing necessary to enable the Developer to perform its obligations with respect to the construction of the improvements under this Agreement and any other purpose authorized by this Agreement, the Developer (except as so authorized) will not make or create, or suffer to be made or created, any total or partial sale, assignment, conveyance, or transfer in any other mode or form, with respect to this Agreement or any interest therein, or any contract or agreement to do any of the same, without the prior written approval of the City. 2. In the absence of specific written agreement by the City to the contrary, no such transfer or approval by the City shall be deemed to relieve Developer from any of its obligations. In the event that the City approves a substitute Developer and the property is transferred to said substitute, the City agrees to relieve the Developer of liability from performance as described in this Contract. Said substitute shall assume all responsibilities and rights of the Developer under this Contract. Nothing in paragraphs 1 and 2 of this paragraph J shall be construed to limit or restrict Developer's right of ability to sell lots to builders. K. MISCELLANEOUS PROVISIONS. v 1. Reimbursement of Costs for Defense. The Developer agrees to reimburse the City for all costs incurred by the City in defense of enforcement of this Contract, or any portion thereot: including court costs and reasonable engineering and attorney's fees. 2. Validity. If any portion, section, subsection, sentence, clause, paragraph, or phrase in this Contract is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect or void any of the other provisions of the Development Contract. Waiver. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Agreement. To be binding, amendments or waivers shall be in writing, signed by the parties, and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Agreement shall not be a waiver or release. 4. Binding Effect. The terms and provisions hereof shall be binding upon and inure to the benefit of the heirs, representatives, successors, and assigns of the parties hereto and shall be binding upon all future owners of all or any part of the Subdivision and shall be deemed covenants running with the land. 5. Notice. Whenever in this Contract it shall be required or permitted that notice or demand be given or served by either party to this Contract to or on the other party, such notice or demand shall be delivered personally or mailed by United States mail to the addresses set forth below by certified mail (return receipt requested). 7 Such notice or demand shall be deemed timely given when delivered personally or when deposited in the mail in accordance with the above. The addresseS of the parties hereto are as set forth below until changed by notice given as per above: Developer: Ground Develo.pment COlll. 7575 Golden Valley Roact Ste #250 Golden Valley. MN 55427 city: City of Centerville Attn: City Administrator 1880 Main Street Centerville, MN 55038 6. Final Plat Approval. Final plat approval shall be conditioned upon execution and delivery of this Contract and of all required documentation, fees, and securities as set forth herein. 7. Incorporation by Reference. All approved plans, special provisions, proposals, specifications, and contracts for the improvements furnished and let pursuant to this Contract shall be and hereby are made a part of this Contract by reference as fully as if set out herein in full. 8. Violation of Agreement. In the event that Developer violates any of the covenants and agreements contained in this Development Contract and to be performed by the Developer, the City, at its option, in addition to the rights and remedies as set forth hereunder may refuse to issue building permits to any property within the plat until such time as such defiU1lt has been corrected to the satisfaction of the City.' 9. Park Dedication. The parties mutually recognize and agree that park dedication requirements as provided in the City Code shall be satisfied by cash payment of $84.000 calculated at $3.000.00 per lot multiplied by 28 lots. 10. Storm Water Fees. The storm water fee shall be paid by the Developer prior to approval of the final plat. This fee is $9.569.55. based on a charge of $.01546 per square foot of 14.21 acres of platted area. 11. Liability Insurance Requirement. The Developer shall provide to the City, at the Developer's expense, general public liability and property damage insurance including vehicle coverage protecting the City and the Developer from all claims for personal injury, including death, and all claims for construction of or damage to property, arising out of or in connection with any operations under these contract documents, whether such operations be by the Developer, its contractor, 8 or by any subcontractor, or anyone directly or indirectly employed by the contractor or by a subcontractor under it. Insurance shall be written with a limit of liability of not less than $600,000 for all damages arising-out of bodily injury including death, at any time resulting therefrom, sustained by anyone person in anyone accident; and a limit of liability of not less than $1,000,000 for any such damage sustained by two or more persons in anyone accident. Insurance shall be written with a limit of liability of not less than $300,000 for all property damage sustained by one person in anyone accident, and a limit of liability of not less than $700,000 for any such damage sustained by two or more persons in anyone accident. The insurance policies shall accompany the contract for its execution by the Developer and the City of Centerville. The above insurance policies shall remain in full force and effect at all times during the process of constructing all improvements set forth herein, and until six (6) months after city acceptance of the Private Improvements and completion of the Street and Utility Improvements. The City, City Engineer, and Developer's engineer shall be an additional named insured in any such policy or policies. IN WITNESS WHEREOF, City and Developer have signed this Development Agreement the day and year first written above. CITY: DEVELOPER: CITY OF CENTERVILLE By: Mayor By: Its: ATTEST: By: City Clerk STATE OF MINNESOTA) ) ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of . 20---, by the Mayor of the City of Centerville, a municipal corporation under the laws of the State of Minnesota, on behalf of the City. 9 . STATE OF lVllNNESOTA) )ss COUNTY OF ) The foregoing instrument was acknowledged before me this day of . 20----, by the City Clerk of the City of Centervill~ a municipal corporation under the laws of the State of Minnesota, on behalf of the City. Notary Public STATE OF MINNESOTA) )ss COUNTY OF ) The foregoing instrument was acknowledged before me this 20----, by the m Minnesota day of a Notary Public TIllS INSTRUMENT WAS DRAFTED BY: BARNA. GUZY AND STJ:iltl'hN, LID. 400 Northtown Financial Plaza 200 Coon Rapids Boulevard Coon Rapids,:MN 55433 (763) 78Q..8500 (JDIl) 200265_1 11 EXHIBIT B CASH FEES 1. Stormwater Fee (14.21 Acres) 2. Administration Fees Sloo.00/Lot @ 28 Lots 3. Park: Dedications Fees S3,000.00ILot @~Lots TOTAL CRRnrrs 1. Oversizing Utilities TOTAL SECURITIES 1. Street and Utility Improvemem:s (Disbursement Agreement) 2. Private Improvements (Paragraph AI) TOTAL TOTAL 12 4 S9,569.55 S2,8oo~00 $84.000.00 SI03.369.55 $10.000.00 $10.000.00 $662,596.00 $142.200.00 S804.796.00 !s891,165.551 STATE OF MINNESOTA COUNTY OF ANOKA CITY OF CENTERVILLE RESOLUTION #03 - 048 A RESOLUTION APPROVING THE REQUESTED LOT SPLIT - LOT COMBINATION (13' STRIP FROM WT 10, BLOCK 1 (1407 MOUND TRAIL) THE SHORES DEVELOPMENT & TO COMBINE SAME WITH LOT 9, BLOCK 1 (1421 MOUND TRAlL) THE SHORES DEVELOPMENT) WHEREAS, pursuant to a request submitted by Mr. Glenn Rehbein to split a 13' strip from Lot 10, Block 1 The Shores Development (1402 Mound Trail) and combine same with Lot 9, Block 1 The Shores Development (1421 Mound Trail); and, WHEREAS, pursuant to proper notification of surrounding properties and legal posting in the City's legal newspaper and the City of Centerville holding two (2) public hearings, one (1) at the Planning and Zoning Commission (September 2,2003) and one (1) at City Council (September 10, 2003) and both Commission and Council motioned approval of the request; and, WHEREAS, the property owner provided the City with the legal description coinciding with the requested lot split -lot combination request: That Part of Lot 10, Block 1, The Shores, Anoka County, Minnesota lying south of a line described as beginning at the southwest comer of said Lot 10; thence North 75 degrees, 24 minutes,45 seconds East assumed bearing 113.82 feet to a point on the east line of said Lot 10 distant 142.12 feet south from the northeast ~mer thereof and said line there terminating. THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CENTERVILLE, MINNESOTA: \/ The City of Centerville grants the requested lot split and lot combination, with the above referenced legal description. . PASSED AND ADOPTED by the City of Centerville this 24th day of September, 2003. Mayor, Terry Sweeney Attest: City Clerk, Teresa Bender \ -/ , ; Chief ofPoJice Joel D. Heclcms:In ! CP.1ltP.nnist. Lakes Police Department ~ 200 Civic Heights Circle Cin:1e Pines MN 55014 763-231-2615 fheckrn~n@centenni~l1~kesod.com September 12, 2003 Honorable Mayor Sweeney Honorable Mayor Perlich Honorable Mayor Heifort City Administrator Moore-Sykes City Administrator Keinath City Manager Delmont Dear Mayors, Administrators, and City Manager: At the regularly scheduled Joint Police Com,,"lISion meeting held on September 11,2003, the Conunission received a letter from Circle Pines informing the Commission that the maximum dollars the City of Circle Pines had available for police services in ~004 was $596,587. The City of Centerville and the City of Lexington informed the Commission that their respective 'Council's would approve the Commission's proposed 2004 budget should all cities be in agreement. Using the International Chief's of Police funding formula as required by the Joint Powers Agreement, Circle Pines maximum dollars reduce the Commission's proposed 2004 budget to $13,732 below it's 2003 budget. Accordingly, the City ofCenterville's amount would be $478,775; the City of Lexington's amount would be $493,365; for a tota12004 budget of $1,568,727. The above reduces the Joint Police Commission 2004 proposed budget $68,959. Should the tri-cities choose to r~ce the budget by that amount it wiD most likely necessitate the - department reduce its authorized work force. For your review, I have attached a copy of the 2003 tri-city police formula, a copy of the 2004 Commission proposed tri-city police formula, and a copy of the 2004 Circle Pines proposed tri-city police formula. 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Al ::f- - -" -" g~ 0 ~ 0 01 (.0)'" C') m z nf z z ~ i m en ." o r- (; m STAFF REpORT DATE: September 24, 2003 TO: Honorable Mayor and Councilmembers Kim Moore-Sykes, City Administrator .~.VJb FROM: RE: 21st Avenue Street Construction Project ......................................................................... Attached are Resolutions #49 through #53 associated with the construction of 21 st Avenue which need Council approval to continue with the 429 Special Assessment process. As you recall, the City of Centerville is cooperating with the City of Lino Lakes through a joint powers agreement in this road construction project. The City of Centerville will be holding a public hearing on October 8, 2003 to review and discuss the special assessment amounts that may be assessed to the property owners on the Centerville side of the proposed street. The City ofLino Lakes will also be holding their public hearing a week or so later. I -". 21 st Avenue Assessment City of Centerville Portion Project.component Construction Engineering Total Assessment Assessment Costs Costs Project Ratio Amount Street Construction $45,059 $21,782 $66,841 25% $16,710 Curb & Gutter $19,311 $9,335 $28,646 75% $21,485 Storm Sewer $16,525 $7,988 $24,513 50% $12,257 Total Cost $80,895 $39,105 $120,000 $50,451 Cost per Benefitted Property $16,817 Arcade Asphalt $16,817 14% ADL Automotive $16,817 14% Noble Welding $16,817 14% City of Centerville $69,549 58%. - Total Project Cost $120,000 100% .. Not6$: 1. Curb & Gutter costs calculated at 30% of Street Construction Cost 2. Engineering costs divided proportionallv among components 9/23/2003 2:47 PM 21 st Avenue -SeF 23 2003 Ba55AM BCMESTROO ROSENE AMDERLIK 6516361311 SEP-22-2eE3 11139 Memorandum CATm e..mber22,2GC1 FIle . ... E......... ca, ~ P 21- Avenue TOt FRaIl: RE& Tlle foIIowIna II an eatImate of1h8 aatlnalcUwn for tie ~ntlDnlld PlDjU belween the CIty of Uno La1cas and 111. Cf4I or CenIIrvlDa. CIv ef c.nmNllJl!!l etN tit LIrr8 LafMHI o Northern LlghDI ScIuIIvIaN (.net) Northam L8hll1auIewftI (etonn) 21. Avettue" 21- Avenue (atarm) BaneItIl:lO ~1'1IJ . TKCA Sn;I""""IIL4aIIAdmfnfetfati\)f1 T"'~_c.t " none none . Io4t.70.OC . 18,828.00 . S,ClID.. .' ao,Cl14.TI 1t1O,GG0.08 6Ca Tl'IWn c.:fmi4' P.lrItwsy, l.hw Lalla. MJnt1illlCltlJ 55014-11'2 PhCl~ UMN1'2-240D · JaIl! Ul412.2499 . TOO: &.!1f-!tfl2'-24JO , 81.1&0.00 . 11.110.00 . N,870,ca . 1'._00 . '1,080.24 . 48,".'11 ......11 p.2 P.GIB2' TOTR.. P,!ail Sep 23 2003 8:55AM BCNESTRCO ROSENE ANDERLIK 6516361311 p. 1 Fax Transmission I Bcv1esnoo . ROsene '. Anderflk & AIfodares . . l1li""" . ArrIIl.~ Date: q 1~/rrJ' . , To: ,3':-J!..~ ~ SA ~ . , FiX Number: ~... ,t, ~ organization:. 1",. t...~; IlL S~ea: ~4-v<: . From: . ,. ~ .. ~+VSfl'lr'1. OUr File No: (,'!il:':s.RO ll' Pages to FolloW: Orlglnai WID Follow In MaU: Yes _ NO ~ 'Reml~ ~~: ~ ~~ t~ M-' 2- , ',' < 0\., Ili M "''''"7 · ' .... ~., Note to Addr....: .1 you did not rectIw III eft the pages. In good COndJtlan~ pi.. advise sender at your .'est convenJe,nce. ll'1anJ( You. BOnestroo, Rosene, Anderllk and AsIocletes 2335 Wr!ast Highway 36 . St. Paul, MN 55113 . 651-636..4600 III Fax: 651 a636.. J 3 J r III WWW.oon8tl'DO.c:orn . ~. -.. - -- -.... - - - - - - - - -,.. - -.. "or orJIci8 Us. CnJy_ - - - - - - - - IIdO_.. _ c....... _ _ _ _ _.. _.. _ _.. NxtNn mlN: 'feS_ No, Q;1I co conflnn fa1c WII$ ~: Vet No M8lce =pies for. Fire '" Other! F. ._1eI to (more It!arr onej: Other. Ursine _Im~ ..,.-.:..... No_ F.aI1GfetumotlQfr'l8lto~ VIiII_ No ervi{{e 'Esta6Cisfid 1857 1880 !Main Street . Centervi1le,:Atf3\L 55038 (651) 429-3232 . 'Fa7( (651) 429-8629 STATE OF MINNESOTA COUNTY OF ANOKA CITY OF CENTERVILLE RESOLUTION #03 - 051 A RESOLUTION ACCEPTING BID (21ST AVENUE IMPROVEMENT PROJECT) WHEREAS, pursuant to an advertisement for bids for the street and storm sewer improvements, bids were received, opened and tabulated according to law by the City of Lino Lakes and on behalf of the City of CenterviIle, and the following bids were received complying with the advertisement: Arnt Construction Company Jay Brothers, Inc. WB Miller, Inc. $228,821.90 $234,300.05 $389,215.20 AND WHEREAS, it appears that Arnt Construction Company is the lowest responsible bidder. THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CENTERVILLE, MINNESOTA: 1. The City of Lino Lakes is hereby authorized and directed to enter into a contract with Amt Construction, Inc. with the City of Centerville's portion and responsibility not to exceed $120,000; Contractor, Engineering & Administrative Fees are included in this amount. 2. The City Clerk of the City ofLino Lakes is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next lowest bidder shall be retained by the City of Lino Lakes until a contract has been signed. PASSED AND ADOPTED by the City of Centerville this 24th day of September, 2003. Mayor, Terry Sweeney Attest: City Clerk, Teresa Bender ervi{{e ~{isftet{ 1B57 1880 :Main Street " Centervilfe, fJItf!J.L 55038 (651) 429-3232 ,,:faiC (651) 429-8629 STATE OF MINNESOTA COUNTY OF ANOKA CITY OF CENTERVILLE RESOLUTION #03 - 049 A RESOLUTION ORDERING lMPROVEMENT AND PREPARATION OF PLANS WHEREAS, a resolution of the City Council adopted September 11, 2002 (Res. #02 - 037) fixed a date for a council hearing on the proposed municipal street and storm sewer improvements to 21st Avenue; and, WHEREAS, ten days' mailed notice and two weeks' published notice of the hearing was given, and the hearing was held thereon on the 25th day of September, 2002 at which all persons desiring to be heard were given an opportunity to be heard thereon; and, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CENTERVlLLE, MINNESOTA: 1. Such improvement is necessary, cost-effective, and feasible as detailed in the feasibility report with amendment provided by TKDA Engineering & Bonestroo, Rosene, Anderlik & Associates. 2. Such improvement is hereby ordered as proposed. 3. TDKA Engineering & Bonestroo, Rosene, Anderlik: & Associates will work jointly/cooperatively with each other in regards to City specific improvements and are designated as the engineers for this improvement. The engineers shall prepare plans and specifications for the making of such improvement. 4. The City Council declares its official intent to reimburse itself for a portion of the costs of the improvement from the proceeds of the tax exempt bond. PASSED AND ADOPTED by the City of Centerville this 24th day of September, 2003. Mayor, Terry Sweeney Attest: City Clerk, Teresa Bender tervi{{e 1:.sta6Bsfiet{ 1857 1880 Main Street . Centervill:e, 9I/9.l 55038 (651) 429-3232 -1"wc (651) 429-8629 STATE OF MINNESOTA COUNTY OF ANOKA CITY OF CENTERVILLE RESOLUTION #03 - 050 A RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS WHEREAS, pursuant to a resolution passed by the Council on September 24, 2003 (Res. #03-049) TDKA Engineering & Bonestroo, Rosene, Anderlik & Associates has prepared plans and specifications for the municipal street and storm sewer improvements to 21 st Avenue and has presented such plans and specifications to the Council for approval; and, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CENTERVILLE, MINNESOTA: 1. Such plans and specifications, a copy of which is attached hereto and made a part hereof: are hereby approved. 2. The City of Lino Lakes shall prepare and cause to be inserted in the official paper an advertisement for bids upon making of such improvement under such approved plans and specifications. The advertisement shall be published for 14 days, shall specify the work to be done, shall state that bids will be opened and considered by the City of Lino Lakes on behalf of the City of Centerville and the City of Centerville's Council will receive the bids at their September 10, 2003 meeting. The City ofLino Lakes fulfilled all required bidding procesa.es' on behalf of the City of Centerville. ,. PASSED AND ADOPTED by the City ofCenterville this 24th day of September, 2003. Mayor, Terry Sweeney Attest: City Clerk, Teresa Bender ervi{{e 'E5ta6fisft.ec{ 1857 1880 Main Street . Centervif{eJ!Jvft:N.. 55038 (651) 429-3232 .:Fa7( (651) 429-8629 STATE OF MINNESOTA COUNTY OF ANOKA CITY OF CENTERVILLE RESOLUTION #03 - 052 A RESOLUTION DECLARING COST TO BE ASSESSED, AND ORDERING PREPARATION OF PROPOSED ASSESSMENT WHEREAS, costs have been determined for the Street and Storm Sewer improvements for 21 st Avenue and the City ofCenterville's portion contract price for such improvement is $120,000 and the expenses incurred or to be incurred in the making of such improvement. THEREFORE, BE IT RESOLVED BY THE CITY COUNCll.. OF THE CITY OF CENTERVll..LE, MINNESOTA: 1. The portion of the cost of such improvement to be paid by the city is hereby declared to be $120,000 and the portion of the cost to be assessed against benefited property owners is declared to be $30,000. 2. Assessments shall be payable in equal annual installments extending over a period of eight (8) years, the first of the installments to be payable on or before the first Monday in January, 2004, and shall bear interest at the rate of eight (8) percent per anmlTn from the date of the adoption of the assessment resolution. 3. The City Clerk, with the assistance of the City Engineer, shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by law, and he/she shall file a copy of such proposed assessment in hislher office for public inspection. 4. The Clerk shall upon the completion of such proposed assessment, notify the Council thereof PASSED AND ADOPTED by the City of Centerville this 24th day of September, 2003. Mayor, Terry Sweeney Attest: City Clerk, Teresa Bender ervi{[e 'Esta6[isftet{ 1857 1880 Main Street _ Centtroille,!M9{. 55038 (651) 429-3232 . ifQJ( (651) 429-8629 STATE OF MINNESOTA COUNTY OF ANOKA CITY OF CENTERVll..LE RESOLUTION #03 - 053 A RESOLUTION FOR HEARING ON PROPOSED ASSESSMENT WHEREAS, by a resolution passed by the Council on September 24, 2003, the City Clerk was directed to prepare a proposed assessment of the cost of improving Street and Storm Sewer Improvements for 21 at Avenue. AND WHEREAS, the Clerk has notified the Council that such proposed assessment has been completed and filed in hislher office for public inspection. THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CENTERVlLLE, MINNESOTA: 1. A hearing shall be held on the 8th day of October, 2003 in the City Hall at 1880 Main Street commencing at 6:30 p.m. or shortly thereafter to pass upon such proposed assessment and at such time and place all persons owning property affected by such improvement will be given an opportunity to be heard with reference to such assessment. 2. The City Clerk is hereby directed to cause a notice of the hearing on the proposed assessment to be published once in the official newspaper at least two (2) weeks prior to the hearing, and he/she shall state in the notice the total cost of the improvement. He/She shall also cause mailed notice to be given to the owner of each parcel described in the assessment roll not less than two weeks prior to the hearings. 3. The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the whole of the assessment of such property, with interest accrued to the date of payment, to the City Clerk, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of the assessment. He may at any time thereafter, pay to the City Clerk the entire amount of the assessment remaining unpaid, with interest accrued to December 31 of the year in which such payment is made. Such payment must be made before November 15 or interest will be charged through December 31 of the succeeding year. PASSED AND ADOPTED by the City of Centerville this 24th day of September, 2003. Mayor, Terry Sweeney Attest: City Clerk, Teresa Bender AUG-29-2003 10:39 P.01/02 elT IN 800 Town Center Parkway Pha... (851) I82.z4OO FaJG (651) 982-2488 Fax Compan)'I BRM "-' JomesE.-fl Pages: 2 To: Tom Peterson Fax: 651/636-1311 Date: 08l29I03 PheM: 651J604..48E58 CC= D Urgent D For Review [J ....... ColMlant CJ Please Reply [J PIease~. . CGnuneIIb: Attached tor your information is the bid results for the 21111 ,Avenue Street and Storm Sewer' Impmvements. TKDA will review all bids and send out a bid tabulation. Please provide me with any additional CDSt8 that the City of Centerville may have as we prepare the information for the public hearing. Please contact me at 6511982-24S0 with any questions. AUG-29-2003 1121: 39 P .02/l2l2 TABULATION OF BIDS 21ST AVENUE STREET AND STORM SEWER IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12688.01 Bids Due; 10:00 AM Date: August 28, 2003 -- Bid Addenda Refd Bidder - Bond Acknow. pas Total Amount of Bid Amt Const Co Inc J ~fjf6:2.' ~ Central landscaping Ino Forest I..ake COntraCtinG, Inc. Frledaes Contracting CO., LLC. Glenn Rehbein Excavating Inc Hardrives, Inc. Jav Bras 100 if ~ 1'fr 1-'.!!.f... MasTec Twin Cities Midwest Asphalt COI'D. North Val lev. Inc. Park Canst Co W B Miller Inc v' 1''lc 2. J 5' 2:S p Englneer's Estimate $ 299,840.00 TOTAL P.02 CP (j) (j) ,~. ~, . ervi{[e 'Esta,6{isfid 1B57 1880 !Main Street _ Centervift:e, M!:A[ 55038 (651) 429-3232 . ~a:;c (651) 429-8629 September 12, 2003 Mr. & Mrs. James Clairmont Homes by James 6431 North Trappers Crossing, Suite 1-02 Lino Lakes, MN 55038 Dear Mr. & Mrs. Clairmont: This letter is to inform you that recently the owner of 1753 Dupre Road hydroseeded the entire yard. I have enclosed a copy of City Ord. #8, Section 38.12 which addresses sodding. The Ordinance specifically states the following: '" 38.12. SODDING. The developer must sod the front yard, boulevard and side yards to the rear of the structure on every lot. The required sodding shall be placed prior to occupancy or an escrow deposit shall be submitted to the City in a dollar cunount sufficient to guarantee the required sodding. It is also my understanding that while the hydroseeding process was occurring, our Staff informed individuals at the site that hydroseeding was a violation of City. Ordinance and the hydroseeding proceeded. Upon my discussion with you this morning, you stated that you were aware that hydroseeding was a violation of City ordinance; however, the home owner was responsible for sod/seeding per your agreement with them and you did not intent on sodding this property or addressing the issue until the Parade of Homes was complete in October. The City finds this to be unacceptable and requests that the sodding of the front yard, boulevard and side yards to the rear of the structure be completed within thirty (30) days of receipt of this letter (October 14, 2003). The City received a $1,500.00 gradingI1andscaping escrow from your:firm on February 14, 2003, Ck #8091, city receipt #8332 and the City does not intend on releasing this escrow until this yard has been brought into compliance with City Ordinance. Not only is hydroseeding a violation of City Ordinance which the City is concerned about, it is the, fact that an error was made on the part of Homes by James and its agreement with the individual homeowner and the clarity of sodding the yard. This error could have prevented additional expense to someone and the City hopes that in the future, it is extremely clear in your agreement with our new resident that hydro seeding is a violation of City Ordinance. It is anticipated that this new resident to our community will be very upset with the fact that they were given misinformation or no information regarding this matter. It is also anticipated that other residents will believe that hydroseeding is in compliance with City Ordinance when it is not. The City antiCipates your prompt attention to this matter and requests that you contact us if you have any questions or concerns regarding City Ordinance. The City anticipates that your individual agreements with new homeowners will be modified to not allow this same error to occur in the future. Please feel free to contact me. Sincerely, ~~~.;;> ~ "Teresa Bender City Clerik: CC: .'H~oii61~:~19#i~~_~~mlmlM~wlj~{i} CIty Attorney, Mr. Hoeft Ground Development SfP 0.9 2003 9/08/03 Dear Centerville Parks and Recreations Department: Thank you for your partnership this summer with the Chain of Lakes YMCA. Our "Park Play Days" at Lamotte Park was an overwhelming success! During the two weeks of scheduled activities, August 4th -14th, we had 44 participants (23 in the 3-5 year old group and 21 in the 6-11 year old group) at $10.00 per child! Using the warming house as our base at 9:30 a.m., we welcomed the children each day and had a few minutes of free time while all arrived. We then moved to the soccer fields for large group games and activities. Later, we split into smaller groups for crafts, games and experiments. During snack time we came together in the warming house or at the picnic tables outside and had story/song time. We ended our time together with a large group activity and signed out the children from inside the warming house at 11 :30 a.m. We would like to work with Centerville Parks and Recreation in the future promoting family and youth activities. We would especially like to extend the "Park Play Days" next year to include more groups and more offerings. If you have any questions regarding the program please feel free to contact me. I look forward to talking with about future programs! Sincerely, Jen Smith Chain of Lakes Program Coordinator 763-783-3560 Memu .,t.l:v @i ~ Ij TO: Honorable Mayor and Council Members FROM: Teresa Bender, City Clerk 4.b... SUBJECT: 7016 & 7020 Brian Court (Property Line Dispute/Shed) DATE: September 19,2003 The property owners at both of the above stated addresses have had numerous complaints filed against each other. However, 7020 Brian Court contends that 7016 Brian Court has constructed and located a shed too close to the side property line. Upon presenting this resident with a correction notice and discussing this issue with one of the owners of 7016 Brian Court this matter is still unresolved. Staff instructed the residents of 7020 Brian Court to submit a certifiCate of survey to attempt to prove where the property line exists. The resident of 7020 Brian Court provided the City with the survey from when their original home was built in 200 1 on Monday of this week. Upon discussions with the City Attorney, his recommendation was that the City offer both residents the opportunity to appear before District Court to determine where the property line is due to the fact that property line disputes are a civil matter. Mr. Hoeft can offer additional information regarding this matter at the meeting if desired. Kim Moore-Sykes From: Sent: To: Cc: Subject: Peterson, Tom W [tpeterson@bonestroo.com) Tuesday, September 23, 2003 4:04 PM Kim Moore Sykes (E-mail) Saunders-Pearce, Wesley A FW: 2003 MetroEnvironment Partnership Grant > Hi Kim, > > If you recall, we recently submitted an application for grant funds to > help finance the Heritage Street stormwater treatment, prior to > entering Centerville Lake. Wesley Saunders-Pearce was informed that > our project is being recommended for full funding ($60K requested with > a $30K match, for a total of $90,000). > > Our next step is to prepare a detailed work plan and budget. Wesley > would like to get started on this immediately, but needs the > authorization from the City. The cost to do this will count as part > of the $30,000 City match. A lump sum amount of $3,500 is needed at > this time from the City of Centerville to perform the Work Plan. > > Please include this request at the next City Council Meeting, where I > can discuss it further and answer any questions. > > > Tom Peterson > Bonestroo Rosene Anderlik & Associates > 651-604-4868 > 651-636-1311 (fax) > tpeterson@bonestroo.com > > 1 Teresa Bender From: Sent: To: Subject: Peterson, Tom W (tpeterson@bonestroo.com] Tuesday, September 16, 2003 9:40 AM Teresa Bender (E-mail) 21st Avenue As you know, bids were opened on August 29, 2003 for the 21st Avenue Street and Storm Sewer Improvement Project. Work is scheduled to take place this fall and be completed in the Spring of 2004. Lino Lakes and their engineer from TKDA are in charge of the project. The total cost of the improvement is $360,000. Lino Lakes property owners are responsible for 2/3 of the cost, or $240,000. The remaining $120,000 is to be paid by three property owners on the west side of the street and the city of Centerville. This amount is 28% lower than the original estimated Centerville portion of $166,505. This is due to the fact that the low bidder was much lower than the Engineers Estimate. In July, 2001, an appraisal was done to determine the value of the benefit received by the properties along the west side of 21st Avenue. The analysis done by Lake State Realty Services found the special benefit at $24,200 per parcel. Lino Lakes is holding their public hearing on the proposed assessments on October 13, 2003. To coincide with this, Centerville should schedule an assessment hearing for October 22, 2003. This issue should also be on the September 24th agenda for discussion. Tom Peterson Bonestroo Rosene Anderlik & Associates 651-604-4868 651-636-1311 (fax) tpeterson@bonestroo.com 1 Handouts @ meeting '. ervi{{e 'E5tabBsfid l857 UPDATE Disbursement & Receipts September 22, through September 24, 2003 Receipts Disbursements $7,319.29 $10,145.45 CITY OF CENTERVILLE 09/24/03 2:35 PM Page 1 *Check Summary Register@) SEPTEMBER 2003 Name Check Date Check Amt 10100 MAIN STREET BANK Paid Chk# 018499 AVLIC 9/24/2003 Paid Chk# 018500 IRSIMAIN STREET BANK 9/24/2003 Paid Chk# 018501 KRIS SWEENEY/PETTY CASH 9/24/2003 Paid Chk# 018502 LEAGUE OF MN CITIES 9/24/2003 Paid Chk# 018503 MINNEGASCO. 9/24/2003 Paid Chk# 018504 MINNESOTA DEPT OF REVENUE 9/24/2003 Paid Chk# 018505 NATIONWIDE RETIREMENT SOL 9/24/2003 Paid Chk# 018506 PUBLIC EMPLOYEES RETIREME 9/24/2003 Paid Chk# 018507 aWEST 9/24/2003 Total Checks FILTER: None $456.00 DEP COMP - PAYROLL 9-25-03 $3,611.02 PAYROLL WIH 9-25-03 $89.64 PAPER - RECYCLING- GARAGE SALE $2,564.00 MN MAYORS ASSOCIATION MEMBERSH $143.39 7071 CENTERVILLE RD - SERV THR $563.75 PAYROLL WIH 9-25-03 $729.00 DEP COMP - PAYROLL 9-25-03 $1,654.~ PAYROLL WIH 9-25-03 $334.31 651-429-4834 - SERV THRU 10-15 $10,145.45 CITY OF CENTERVILLE 09/24/03 3:50 PM Page 1 Cash Receipts UPDATE - SEPT 22 THRU SEPT 24, 2003 Tran Batch Amount Date Refer Comments Name Account Oeser FUND 101 GENERAL FUND Act Type G $1.50 9/22/2003 07194 CLEAR RIDGE - 03-16 9-2203 G 101-24500 Bldg. Permit Surcharge $0.50 9122/2003 06873 MALLARD WAY - P03- 9-2203 G 101-24501 Plmblng Permit Surcharg $0.50 9/22/2003 01751 PARTRIDGE PL - CD3- 09-22-03 G 101-24503 Elec. Permit Surcharge $0.50 9/23/2003 01779 PARTRIDGE PL-M03-0 09-2303 G 101-24502 Mach. Permit Surcharge $0.50 9/2312003 02016 GATEWAY CIRCLE - C 9-23-03 G 101-24503 Elec. Permit Surcharge $0.50 9/23/2003 o 7381 OLD MILL RD - P03-03 09-2303 G 101-24501 Plmblng Permit Sureharg $0.60 9/2312003 o UB UR Receipt Group 01 RE 09-24-03 G 101-11500 Accounts Receivable $0.50 9/23/2003 o 1917 CENTER ST - M03-052 09-2303 G 101-24502 Mech. Permit Surcharge Act $5.10 Act Type R $70.00 9/22/2003 07148 OJIBWAY - OPCD3-07 9-2203 R 101-32225 Elecbicallnspectlon $172.10 9/22/2003 07194 CLEAR RIDGE - 03-16 9-2203 R 101-32210 BuildingIMach. Permits $100.00 912212003 o 6873 MALLARD WAY - P03- 9-2203 R 101-32180 Plumbing Permits $70.00 9122/2003 06979 OJIBWAY - OPC03-072 9-2203 R 101-32225 Electrical Inspection $110.00 9/22/2003 01751 PARTRIDGE PL- CD3- 09-22-03 R 101-32225 Elecbicallnspection $20.00 9/23/2003 o 7381 OLD MILL RD - P03-03 09-2303 R 101-32180 Plumbing Permits $20.00 9/2312003 o 1917 CENTER ST - M03-052 09-2303 R 101-32210 Building/Mech. Permits $8.50 9/23/2003 o DOG TAG - 02-03 & 04-05 09-2303 R 101-32200 Animal Ucenses $90.00 9123/2003 02016 GATEWAY CIRCLE - C 9-23-03 R 101-32225 Electrical Inspection $20.00 9/23/2003 01779 PARTRIDGE PL-M03-0 09-2303 R 101-32210 BuildingJMech. Permits Act $680.60 FUND 10 $685.70 FUND 415 STORM WATER IMP PROJECTS Act Type R $0.95 9/2212003 o UB Receipt Sarv Pen 10 ORA 092203UT R 415-32350 Storm Water Drainage Fu $0.50 9/2212003 o UB Receipt Serv Pen 10 ORA 09-22-o3T R 415-32350 Storm Water DraInage Fu $5.00 9/22/2003 o UB Receipt Serv 10 DRAIN F 09-22-o3T R 415-32350 Storm Water Drainage Fu $1.00 9122/2003 o UB Receipt Serv Pen 10 ORA 09-2203UT R 415-32350 Storm Water Drainage Fu $15.00 9/22/2003 o UB Receipt Serv 10 DRAIN F 09-2203UT R 415-32350 Storm Water Drainage Fu $9.55 9/2212003 o US Receipt Serv 10 DRAIN F 092203UT R 415-32350 Storm Water Drainage Fu $14.92 9/2312003 o UB Receipt Serv 10 DRAIN F 09-24-03 R 415-32350 Storm Water Drainage Fu $0.50 9/23/2003 o UB Receipt Sarv Pen 10 ORA 09-23-03ut R 415-32350 Storm Water Drainage Fu $5.00 9/23/2003 o UB Recel~t Serv 10 DRAIN F 09-23-03ut R 415-32350 Storm Water Drainage Fu $6.73 9/23/2003 o UB Receipt Sarv 10 DRAIN F 92303UT-1 R 415-32350 Storm Water Drainage Fu $0.67 9/23/2003 o UB Receipt Serv Pen 10 ORA 92303UT-1 R 415-32350 Storm Water Drainage Fu $1.50 9/2312003 o UB Receipt Serv Pen 10 ORA 09-24-03 R 415-32350 Storm Water Drainage Fu $31.80 9/24/2003 o UB Receipt Serv 10 DRAIN F 092403UT R 415-32350 Storm Water Drainage Fu $2.50 9/24/2003 o UB Receipt Serv Pen 10 ORA 092403UT R 415-32350 Storm Water Drainage Fu Act $95.62 FUND 41 $95.62 FUND 601 WATER FUND Act Type G $1.66 9/24/2003 o UB Receipt Sure 1 SALES T 092403UT G 601-20800 State Sales & Use Tax Act $1.66 Act Type R $0.52 9/2212003 o UB Receipt Sarv Pen 30 WA 09-22-D3T R 601-34400 Safe Drinking Water Fee $5.21 9/2212003 o UB Receipt Serv 30 WATER 09-22-D3T R 601-34400 Safe Drinking Water Fee $4.74- 9/2212003 o UB Receipt Serv 30 WATER 092203UT R 601-34400 Safe Drinking Water Fee CITY OF CENTERVILLE 09/24103 3;50 PM Page 2 Cash Receipts UPDATE - SEPT 22 THRU SEPT 24, 2003 Tran Batch Amount Date Refer Comments Name Account Deser $51.00 9/22/2003 o US Receipt Sarv 1 WATER 092203UT R 601-37100 Water Sales $5.10 9/2212003 o US ReceiptServPen 1 WAT 092203UT R 601-37100 Water Sales $4.59 9/22/2003 o US Receipt Sarv Pen 1 W AT 09-2203UT R 601-37100 Water Sales $0.47 9/2212003 o US Receipt Serv Pen 30 WA 092203UT R 601-34400 Safe Drinking Water Fee $4.25 912212003 o US Receipt Serv Pen 1 WAT 09-22-o3T R 601-37100 Water Sales $42.50 9/2212003 o US Receipt Sarv 1 WATER 09-22-o3T R 601-37100 Water Sales $0.52 9/2212003 o US Receipt Serv Pen 30 WA 09-2203UT R 601-34400 Safe Drinking Water Fee $1Q.42 9/22/2003 o US Receipt Sarv 30 WATER 09-2203UT R 601-34400 Safe Drinking Water Fee $96.90 912212003 o US Receipt Serv 1 WATER 09-2203UT R 601-37100 Water Sales $290.00 9/23/2003 o 7381 OLD MILL RD - 03-167 09-2303 R 601-34600 Water Meter Charges $143.56 9/23/2003 o US Receipt Sarv 1 WATER 09-24-03 R 601-37100 Water Sales $14.36 9/23/2003 o US Receipt Serv Pen 1 WAT 09-24-03 R 601-37100 Water Sales $9.86 912312003 o US Receipt Serv 30 WATER 09-24-03 R 601-34400 Safe Drinking Water Fee $0.99 9/23/2003 o US Receipt Serv Pen 30 WA 09-24-03 R 601-34400 Safe Drinking Water Fee $25.00 9/23/2003 o SHUT OFF WATER - 7176 P 9-23-03 R 601-37150 Water ConnectlReconnec $1,500.00 9/2312003 07381 OLD MILL RD - 03-167 09-2303 R 601-3715O'Water ConnectlReconnec $1.04 9/2412003 o US Receipt Sarv Pen 30 WA 092403UT R 601-34400 Safe Drinking Water Fee $1 D.42 9/24/2003 o US Receipt Serv 30 WATER 092403UT R 601-34400 Safe Drinking Water Fee $2.55 9/2412003 o US Receipt Serv Pen 15 WA 092403UT R 601-37100 Water Sales $25.50 9/24/2003 o US Receipt Sarv 15 WATER 092403UT R 601-37100 Water Sales $6.63 9/2412003 o US Receipt Serv Pen 1 WAT 092403UT R 601-37100 Water Sales $66.30 9/24/2003 o US RecelptServ 1 WATER 092403UT R 601-37100 Water Sales Act $2,322.43 FUND 60 $2,324.09 FUND 602 SEWER FUND Act Type G $1,262.25 9/2312003 07361 OLD MILL RD - 03-167 09-2303 G 602-20801 Service Availability Charg Act $1,262.25 Act Type R $49.00 9/2212003 o US Receipt Serv 6 SEWER 09-22-o3T R 602-37200 Sewer Sales $4.90 9/22/2003 o US Receipt Serv Pen 6 SEW 09-22-o3T R 602-37200 Sewer Sales $9.80 912212003 o US Receipt Serv Pen 6 SEW 09-2203UT R 602-37200 Sewer Sales $9.35 9/22/2003 o US Receipt Serv Pen 6 SEW 092203UT R 602-37200 Sewer Sales $147.00 9/2212003 o US Receipt Serv 6 SEWER 09-2203UT R 602-37200 Sewer Sales $93.55 9/2212003 o US Receipt Serv 6 SEWER 092203UT R 602-37200 Sewer Sales $49.00 9/23/2003 o US Receipt Serv 6 SEWER 09-23-03ut R 602-37200 Sewer Sales $146.21 9/2312003 o US Receipt Serv 6 SEWER 09-24-03 R 602-37200 Sewer Sales $14.63 9/23/2003 o US Receipt Serv Pen 6 SEW 09-24-03 R 602-37200 Sewer Sales $6.60 9123/2003 o US ReceiptSarv Pen 6 SEW 92303UT -1 R 602-37200 Sewer Sales $4.90 9/2312003 o US Receipt Serv Pen 6 SEW 09-23-03ut R 602-37200 Sewer Sales $12.75 9/23/2003 07381 OLD MILL RD - 03-167 09-2303 R 602-34700 SAC Charges $66.00 9/23/2003 o US Receipt Serv 6 SEWER 92303UT-1 R 602-37200 Sewer Sales $2,000.00 9123/2003 o 7381 OLD MILL RD - 03-167 09-2303 R 602-37250 Sewer ConnectlReconnec $19.60 9/24/2003 o US Receipt Serv Pen 6 SEW 092403UT R 602-37200 Sewer Sales $264.44 9/2412003 o US Receipt Serv 6 SEWER 092403UT R 602-37200 Sewer Sales $49.00 9/2412003 o US Receipt Serv 18 SEWER 092403UT R 602-37200 Sewer Sales $4.90 9/2412003 o US Receipt Serv Pen 18 SE 092403UT R 602-37200 Sewer Sales Act $2,951.63 FUND 60 $4,213.88 CITY OF CENTERVILLE 09/24/03 3:50 PM Page 3 Cash Receipts UPDATE. SEPT 22 THRU SEPT 24, 2003 Amount Tran Date Refer Comments Batch Name Account Oeser $7,319.29 FILTER: (([period] in(9) and [Act Year] = '2003') and [Tran Nbr] in(10, 13)) and ((((((((((Not [Tran Date]=#9/8/2003#))) AND ((Not [Tran Date]=#9/10/2003#))) AND ((Not [Tran Date]=#9/212003#))) AND ((Not [Tran Date]=#9/4/2003#))) AND ((Not [Tran Date]=#9/16/2003#))) AND ((Not [Tran Date]=#9/17/2003#))) AND ((Not [Tran Date]=#9/18/2003#))) AND ((Not [Tran Date]=#9/19/2003#))) , - SfP r -2- -2003 CITY OF CIRCLE PINES 200 CMc Heights Circle Telephone: (763) 784-S8?8 Circle PInes. MN 55014 FoJ.c: (763) 785-285?, WWW.CI.cfrc/e-plnes.mn.us _ TOD: (763) 784-9724 -" .......- -.-. .. -"I . ... ..,.... ", September 11, 2003 Chairperson Karen Varian Centennial Lakes Police Commission Centennial Lakes Police Commissioners 200 Civic Heights Circle Circle Pines, lYIN 55014 Dear Chair and Commission: The City Council has reviewed the proposed 2004 Centennial Lakes Police Budget Due to the loss of state aid, the City Council at their September 9th meeting indicated the ' maximum dollars they have available for police services in 2004 is $596,587. The original proposed budget required a payment from the member cities in the amount of $1 ,63 7~686. The funding level specified by the council would result in a budget reduced to $1,568,727. , I II ! If you have any questions, please feel free to contract me. 'F j ~ '" ~ ~ ~ i ~ ~ f: ,',' ~\'. ~-- II'~; . ;... . ~1 ~ "::..~ ~~~: . ~.~\.:: I', . i;~~~.':' i.- On behalf of the City Council. Sincerely, .(' cJ~W~~ James W. Keinath City Administrator " 1WKI1g ,- Cc/City of Centerville Cc/City of Lexington Cc/Circle Pines' City COUncil l~' ~: ..-- - -. <- -__ '__h. _'. t l l' ~~'~'\"" ~F' a._.,,'." :'~.~.;. ~~~~-,~,: ,1-:- \~," ; .~\.>.:: . .:~~. .', .'l.-' . Printed on Recycled Paper A ~:. ;~:' "~' ~,,:. Memotlndum DATBJ 'lD1Htber22,2OaS FIll . -- Eo......... ca,..,.., I~ 2111 Avenue TOt FROlIc RE: The foIIowIna.1I an eatImete of...... IXDIt InIlcGown far .. OcJve..mentranect pr.". belT." the CIty of Uno 1.1'- and .... CIty Of CenIII'VfIIa. CfIv rI a..m.1"WIIIB etlv tJI LIIwI u.... . Marth.", LIcI'* Sau.fIv8N CItNet) Northem 14htI8au&MftI (etDrm) 21-Avettue ~ 21- Avenue <--m) BcneItreo ~ng , 11CDA ....neerlnGll4el/Admrnletrab roml ProJ- CaIt none none . 104,17D.00 . '18.8.00 . S,OIC.2I ',3O.D14.T' ltaa,aea.DO 600 Tflwn c.:anIGt ~rhway, I.II1Q Loka, MJnnrJlilllll 551310(. J 1 all Phana: OhW2..2400. ~tll 'Jl-N2~~4'99 -TOO; ,"'",1I2'..241C , Bl.1iO.oa . 11.210.00 . . N,I7O,Ga , te._OO . . I,GIO.24 . -.S&4. 71 h4G.CIID.DG - p.2 P.~ TDTR. P.~ Se~ 23 2003 8s55AM BCNESTROO ROSENE ANDERLIK 6516361311 F.1 L l8cr1ertl1:lO .0 ROsene '0 Anderflk & Aucdmes 0 ~"..,. a AmdII~ FflX Transmission Date: 9/~ !r;-}o 0 , To: ..::;r:.,..tf" t. SA ~ . , Fax Number: ~ - ,,~ 'U't organization: 0 I" ",^~j IlL S~ea: ~~ . From: . ,. ~ .. A..~$""" Our File No: {,It, - ~r -Ko r Pages co FOllow: ~ I -" Orlglnai WID FolJow In Ma~: Yes _ No K '~msl ~ ~ f L.~ f../i; , 2:- . ~, ,'. j.~. ~ MIft",? .-M-' .....~., """""iI ,- Note to Addr.U"= .t you did not receIve III Of the pages. In 900(1 condition, please advise sender at your ean,est convenl~1 TI'tInk You.. Bonestroo, Rosene, AIIderJlk and Associate! 2335We!tHlgf1way36. St. Paul, MN 551 r3. 651-636~ . Fax: 65'-636..131 J SWWW..aone-strDO.com ~.. - - - - - - "" ...'- - - · - - - - - · - - - .. tier CfIIcta U.e CrIIy- - - -... -... _ _ mt'_ _ _ _.. ilia ~ . _ _ .. _ _ _ _ _ ... fl. then mall: Yes_ No . ~8 co canflnn falc WII4 nxtIvIKI: __ No MikII oopfes 1ct: Flier Ottum F. .c:Dp1el tc (marc INn an": Other. Urvcnc file lminedJBeIy. Yes. No F.aI"lCttel:lJm otIQInsI toilMerl V__ ND_ 21st Avenue Assessment City of Centerville Portion Project. Component Construction Engineering Total Assessment Assessment Costs Costs Project Ratio Amount Street Construction $45,059 $21,782 $66,841 25% $16,710 Curb & Gutter $19,311 $9,335 $28,646 75% $21,485 Storm Sewer $16,525 $7,988 $24,513 50% $12,257 Total Cost $80,895 $39,105 $120,000 $50,451 Cost per Benefitted Property $16,817 Arcade Asphalt $16,817 14% ADL Automotive $16,817 14% Noble Welding $16,817 14% City of Centerville $69,549 58% Total Project Cost $120,000 100% Notes: 1. Curb & Gutter costs calculated at 30% of Street Construction Cost 2. Enaineerina costs divided oroDortionally among components 9/23/2003 2:47 PM 21 st Avenue LJ;T'~jte;g General Fund Monthly Financial Report Month Ended September 30, 2003 MTD YTD Budget Variance 09130/03 2003 2003 +(-) Revenues: Property Taxes 0.00 705,544.70 1,480,623.00 775,078.30 47.65% Other Taxes & Assessments (41.00) 1,191.59 0.00 (1,191.59) N/A Licenses & Permits 10,444.49 219,542.27 217,400.00 (2,142.27) 100.99% Fines & Forfeits 2,005.17 19,930.13 20,000.00 69.87 99.65% Intergovernmental 0.00 666.50 115,346.00 114,679.50 0.58% Charges for Services 83.56 366.46 1,600.00 1,233.54 22.90% Interest Eamings 3,895.25 11,015.96 20,000.00 8,984.04 55.08% Miscellaneous Revenues 0.00 4,369.83 3,000.00 (1,369.83) 145.66% Refunds & Reimbursements 2,126.30 23,921.83 19,000.00 (4,921.83) 125.90% Fund Balance 0.00 0.00 0.00 0.00 0.00% Total Revenues 18,513.n 986,549.27 1,876,969.00 890,419.73 52.56% Expenditures: Current General Government Mayor and Council 1,284.88 9,643.32 17,550.00 7,906.68 54.95% Elections 0.00 43.47 0.00 (43.47) N/A Planning & Zoning 508.40 3,369.24 5,850.00 2,480.76 57.59% Economic Development 200.00 3,451.15 6,000.00 2,548.85 57.52% Administration 27,193.53 235,310.15 338,970.00 103,659.85 69.42% Financial Administration 0.00 14,784.87 8,000.00 (6,784.87) 184.81 % Assessing 0.00 16,236.00 17,500.00 1,264.00 92.78% Legal 5,100.00 55,580.02 74,000.00 18,419.98 75.11% Engineering Services 1,321.95 9,635.93 15,000.00 5,364.07 64.24% Insurance 0.00 0.00 0.00 0.00 0.00% City Hall 3,046.43 18,190.99 21,600.00 3,409.01 84.22% Total General Government 38,655.19 366,245.14 504,470.00 138,224.86 72.60% Public Safety Police Protection 40,379.08 365,231.76 484,549.00 119,317.24 75.38% Fire Protection 0.00 73,715.75 91,621.00 17,905.25 80.46% Building Inspection 6,575.20 60,464.50 92,393.00 31,928.50 65.44% Electrical Inspection 1,338.40 5,546.00 6,000.00 454.00 92.43% Civil Defense 0.00 726.06 1,100.00 373.94 66.01 % Animal Control 0.00 487.88 500.00 12.12 97.58% Total Public Safety 48,292.68 506,171.95 676,163.00 169,991.05 74.86% Public Works Public Works 9,678.57 91,329.78 148,884.00 57,554.22 61.34% Streets 2,651.70 32,837.53 15,000.00 (17,837.53) 218.92% Street lighting 486.37 14,899.06 25,000.00 10,100.94 59.60% Total Public Works 12,816.64 139,066.37 188,884.00 49,817.63 73.63% Sanitation Recycling 217.12 2,108.87 7,500.00 5,391.13 28.12% Total Sanitation 217.12 2,108.87 7,500.00 5,391.13 28.12% 10/3/2003 11:01 AM budget Sep 03.x1s MTD YTD Budget Variance % of Budget 09/30/03 2003 2003 +(-) Used Culture and Recreation ParklRec. Committee 340.00 860.18 2,080.00 1,219.82 41.35% Park/Rec. Programs 0.00 2,278.05 13,750.00 11,471.95 16.57% Park Maintenance 4,666.97 36,561.74 54.663.00 18,101.26 66.89% Total Culture and Recreation 5,006.97 39,699.97 70,493.00 30,793.03 56.32% Miscellaneous Refunds & Reimbursements 0.00 0.00 0.00 0.00 0.00% City Festival 0.00 13,662.56 10,000.00 (3,662.56) 136.63% Total Miscellaneous 0.00 13,662.56 10,000.00 (3,662.56) 136.63% Total Current expenditures 104,988.60 1,066,954.86 1,457,510.00 390,555.14 73.20% Capital Outlay General Govemment 3,681.25 3,881.25 29,000.00 25,118.75 13.36% Public Safety 0.00 0.00 0.00 0.00 0.00% Streets and Highways 0.00 0.00 360,223.00 360,223.00 0.00% Culture and Recreation 0.00 0.00 0.00 0.00 0.00% Total Capital Outlay 3,881.25 3,881.25 389,223.00 385,341.75 1.00% TOTAL EXPENDITURES 108,869.85 1,070,836.11 1 ,8Mi,733.00 775,896.89 57.99% EXCESS (DEFICIT) OF REVENUES (90,356.08) (84,286.84) 30,236.00 114,522.84 -278.76% OVER EXPENDITURES OTHER FINANCING SOURCES (USES) Operating Transfer In 9,434.10 9,434.10 30,000.00 20,565.90 0.00% Operating Transfer Out 0.00 (88,958.46) (60,236.00) 28,722.46 147.66% TOTAL OTHER FINANCING 9,434.10 (79,524.36) (30,236.00) 49,288.36 263.01% SOURCES (USES) EXCESS (DEFICIENCY) OF (80,921.98) (163,811.20) 0.00 163,811.20 REVENUE AND OTHER FINANCING SOURCES OVER EXPENDITURES AND OTHER FINANCING USES 10/3/2003 11:01 AM budget Sep 03.xls f~~~ Water Fund Monthly Financial Report Month Ended September 30, 2003 ~#l'J!J;.. MTD YTD Budget Variance 09130/03 2003 2003 +(-) Operating Revenue: Charges for Services 2,462.23 116,647.94 185,000.00 68,352.06 63.05% Total Operating Revenue 2,462.23 116,647.94 185,000.00 68,352.06 63.05% Operating Expenses: Salaries and Benefits 3,425.41 32,000.24 44,792.00 12,791.76 71.44% Supplies 834.29 20,284.98 30,100.00 9,815.02 67.39% Other Services and Charges 5,425.63 30,537.77 138,100.00 107,562.23 22.11 % Utilities 41.85 1.147.21 3,000.00 1,852.79 38.24% Depreciation 0.00 0.00 0.00 0.00 0.00% Total Operating Expenses 9,727.18 83,970.20 215,992.00 132,021.80 38.88% OPERATING INCOME (7,264.95) 32,6n.74 (30,992.00) (63,669.74) -105.44% Nonoperating Revenue (Expense) Interest on Investments 5,154.00 17,362.00 20,000.00 2,638.00 86.81% Special Assessments 5,795.20 61,740.54 40,000.00 (21,740.54) 154.35% Hook up Fees and Unit Charges 5,395.00 75,961.90 65,000.00 (10,961.90) 116.86% Interest Expense 0.00 (10,509.75) (11,590.00) (1,080.25) 90.68% Refunds & Reimbursements Rev 189.96 4,023.57 5,000.00 976.43 80.47% Refunds & Reimbursements Exp 0.00 (3,144.51) (4,500.00) (1,355.49) 69.88% Total Nonoperating Revenue 16,534.16 145,433.75 113,910.00 (31,523.75) 127.67% (Expense) INCOME BEFORE OPERATING 9,269.21 178,111.49 82,918.00 (95,193.49) 214.80% TRANSFERS OPERATING TRANSFERS OUT 0.00 0.00 (15.000.00) (15,000.00) 0.00% NET INCOME 9,269.21 178,111.49 67,918.00 (110,193.49) 262.24% CREDIT FOR DEPRECIATION ON 0.00 0.00 0.00 0.00 0.00% CONTRIBUTED ASSETS NET INCREASE IN RETAINED 9,269.21 178,111.49 67,918.00 (110,193.49) 262.24% EARNINGS ,-----. ..A 10/3/2003 12:58 PM budget report water Sep 03.xls L,~~~l Sewer Fund Monthly Financial Report Month Ended September 30, 2003 MTD YTD Budget Variance 09/30/03 2003 2003 +(-) Operating Revenue: Charges for Services 4,551.05 179,070.49 210,000.00 30,929.51 85.27% Total Operating Revenue 4,551.05 179,070.49 210,000.00 30,929.51 85.27% Operating Expenses: Salaries and Benefits 3,425.31 31,260.07 44,792.00 13,531.93 69.79% Supplies 0.00 495.52 4,500.00 4,004.48 11.01 % Other Services and Charges 897.45 12,386.26 10,000.00 (2,386.26) 123.86% Utilities 317.60 1,036.79 1,500.00 463.21 69.12% MCES Disposal Charges 11,808.33 93,222.99 130,000.00 36,777.01 71.71% Depreciation 0.00 0.00 0.00 0.00 0.00% Total Operating Expenses 16,448.69 138,401.63 190,792.00 52,390.37 72.54% OPERATING INCOME (11,897.64) 40,668.86 19,208.00 (21,460.86) 211.73% Nonoperating Revenue (Expense): Interest on Investments 7,905.00 27,374.00 28,000.00 626.00 97.76% Special Assessments 0.00 22,224.14 50,000.00 27,n5.86 44.45% Hook up Fees and Unit Charges 6,025.75 80,483.00 35,000.00 (45,483.00) 229.95% Interest & Fiscal Charges 0.00 (12,845.25) (11,590.00) 1,255.25 110.83% Refunds & Reimbursements 0.00 0.00 0.00 0.00 0.00% Total Nonoperating Revenue 13,930.75 117,235.89 101,410.00 (15,825.89) 115.61 % (Expense) INCOME BEFORE OPERATING 2,033.11 157,904.75 120,618.00 (37,286.75) 130.91% TRANSFERS OPERATING TRANSFERS OUT 0.00 0.00 (15,000.00) (15,000.00) 0.00% NET INCOME 2,033.11 157,904.75 105,618.00 (52,286.75) 149.51% CREDIT FOR DEPRECIATION ON 0.00 0.00 0.00 0.00 0.00% CONTRIBUTED ASSETS NET INCREASE IN RETAINED 2,033.11 157,904.75 105,618.00 (52,286.75) 149.51% EARNINGS 1013/2003 1:17 PM budget report sewer Sep 03.x1s City of CenterviCfe Narrative for Interim Financial Statements Month Ended September 30, 2003 Attached are interim financial statements for the General Fund and Enterprise Funds for the City of Centerville. These reports are intended to illustrate how city operations are progressing financially during the year. The interim rmancial statements are unaudited and do not reflect all rmancial transactions that will be recorded for the year. General Fund Revenues: 1. Taxes Property tax revenues are received from the county in July, December and January. The January settlement is accrued back to the previous year. This report reflects the receipt of the July settlement, or close to half of the amount that was levied. Property taxes are the city's main source of General Fund revenue. Since the first property tax installment and the most of the intergovernmental revenues are not received until mid-year, it is important to have adequate fund balance designated for cash flow. 2. Intergovernmental This past legislative session, the city lost all of its LGA, $13,413, and most of the MVHC, $84,431, resulting in a total loss of $97,844 for fiscal year 2003, with no chance to recover it elsewhere. In all other respects, the city is financially stable and the 2003 city budget appears healthy. We expect to receive the police state aid payment in October. 3. Licenses and Permits Permit revenue is expected to exceed budget for the year. Next to taxes and intergovernmental revenue, permit revenue is the third largest source of city mcome. 4. Charges for Services Assessment searches and map sales are below average for the year. Since charges for services are a minor part of the budget, the overall impact is negligible. 5. Interest With interest rates at an all time low, interest earnings are slightly below budget. This is due, in part, to staggering due dates of certificates of deposits. Interest revenue will ebb and flow as certificates come due. Also, the General Fund accrues less interest as reserves are down at this time of the year. We will review the investment portfolio and invest aggressively, but continue to closely monitor working capital reserves. 6. Fines and Forfeits Due to alcohol and tobacco sting activity, fine revenue is above anticipated budget for the year. 7. Miscellaneous Miscellaneous Revenue includes $2,376.25 in tipping rebate fees from Waste Management. These fees were not known and, therefore, not considered at budget time. 8. Refunds and Reimbursements The refunds and reimbursements line item contains items that do not have an affect on the City's budget, such as pass-through gambling funds. The amount shown includes a $2,018 workers' compensation premium refund from LMCIT, the receipt of $1 ,500 earmarked for defibrillators for the police department, and $12,500 in gambling funds for the fire department. 9. Transfers In Administrative costs and interest income were transferred to the General Fund when closing out the TIF 1-3 Fund. The City should expect to receive approximately one-third of the excess TIF payment back in early December with the property tax settlement. Expenditures: 1. Financial Administration Audit services have been completed for the year. The budget amount was cut in half from last year, which proved to be too optimistic. Cost- saving measures have been implemented, however, not all of those cost savings were realized this year. It is expected that an additional 20% more in cost savings will be realized next year as we further define our working relationship with the audit firm. However, extra expenses will likely occur as a result of implementing GASB 34 this year. 2. Assessing Payment was made to Anoka County in February for this year's assessing. Assessment payments are done for the year. 3. Legal The legal budget was increased substantially this year and is slightly above budget. 4. Police Protection Monthly payments are made to the Centennial Lakes Police Department in the amount of $40,379. In addition, $1,500 in charitable gambling donations was passed through for the purchase of medical equipment. 5. Fire Protection Payments are made quarterly in the amount of $20,405.25 to Centennial Fire Department. Three payments have been made in addition to the pass-through of $12,500 in gambling funds. 6. ElecDicallnspection The electrical inspection budget was increased this year, but appears to be running over budget. This should not be a concern as fees are collected to offset this expense. 7. Animal Control Animal Control expenditures are higher than budget due to a larger than normal number of dogs being impounded. We have increased the budge accordingly for 2004, as the trend seems to be continuing. 8. Streets The street budget is over due to the pavement management study. Additional street work can be funded from available capital outlay funds. 9. Parks and Recreation Skate park attendants were not utilized this year, resulting in expenditures below budget in the programs department. 10. Capital Outlay The City installed a security system in the City Hall. We have capitalized the expense, as it meets our capitalization requirements. Capital funds likely to be expended before year-end include the Mound Trail project, 21st Avenue reconstruction, and 3 vehicles for public works. Administrative staff is also looking at a new copy machine. These items should deplete the capital budget. 10. Transfers Out The amount shown represents the debt-related transfers made earlier this year (city hall lease payment, etc.) This will be the last year for those obligations. Enterprise Funds 1. Water and Sewer Both funds show positive net income. Utility revenue will fluctuate with the quarterly billings. Depreciation will be recorded at year-end. The amount of $15,000 was budgeted in both the Water and Sewer funds for transfer to the General Fund. Last year, Council chose not to do this. It is still an option for this year. The construction of a water tower and new well over the next two years will substantially deplete the Water Fund. . Prepared By: Approved By: Finance Director Narrative.doe Administrator .' City of Centerul.Zle CASH/GENERAL LEDGER BALANCE RECONCILIATION September 30, 2003 Balance per Bank Statement Mainstreet Bank Checking Account #3017115 $322,223.27 Total Checking Account $322,223.27 Add Outstanding Deposits $0.00 Total Outstanding Deposits $0.00 Less Outstanding Checks See attached list ($144,135.07) Total Outstanding Checks ($144,135.07) Checking Account Balance $178,088.20 Add Investments See attached list $6,652,924.99 Total Investments $6,652,924.99 TOTAL CASH PER BANK $6,831,013.19 TOTAL CASH PER GENERAL LEDGER $6,831,013.19 September 30, 2003 DIFFERENCE BETWEEN BANK AND GENERAL LEDGER $0.00 10/212003 8:40 AM bank reconciliation Sep 03.xls .. - CItY of Centervllle Schedule of Cash and Investments Month Ended September 30, 2003 Account Number Face or Interest Acaulsltlon Call Due YTD Account Value Rate Date Date Date Interest MalnstriIet Bank Checking 30W115 $178,088.20 0.01% $1,764.22 Flexlble CD SaVings 1321332 $2,035,584.03 2.00% 06/26/03 $8,835.70 certificate of DeDOSIt 300007 $0.00 3.30% 03/05102 06105103 $3,794.18 certificate of Deposit 300195 $103,403.65 4.50% 10/10/02 10/10/07 $3,403.65 certificate of DeDOSIt 300198 $205,586.01 3.70% 10/1 0/02 10/10/04 $5,586.01 certificate of DeDOSIt 300197 $206,043.43 4.00% 10/10/02 10/10/05 $6,043.43 certificate of Deposit 300198 $110,734.48 2.45% 10/10/02 04110/04 $2,004.62 certificate of DeDOSIt 300209 $150,208.96 4.10% 10/24/02 10/24/05 $4,513.68 . certificate of DepOsit 300259 $153,689.42 3.25% 12/05102 06/05/05 $3,689.42 certificate of DeDOSIt 300265 $204,919.24 3.25% 12/13/02 06113/05 $4,919.24 certificate of Deposit 300266 $154,262.35 3.75% 12/13/02 12/13/07 $4,262.35 certificate of Deposit 300267 $101,736.52 2.30% 12/13/02 06113/04 $1,736.52 certificate of Deooslt 300268 $152,377.10 2.10% 12/13/02 12/13/03 $2,377.10 certificate of Deposit 300271 $253,961.64 2.10% 12/17/02 12/17/03 $3,961.84 certificate of DeDOSlt 300272 $101,964.51 2.60% 12/17102 12/17/04 $1,964.51 certificate of Deooslt 300273 $102,459.62 3.25% 12/17/02 06117/05 $2,459.62 certificate of Deposit 300348 $201,470.96 2.95% 04116/03 10/16/05 $1,470.96 certificate of Deooslt 300375 $100,504.11 2.01% 06103/03 03/03104 $504.11 certificate of Deooslt 300377 $229,585.12 2.01% 06109/03 03/09104 $1,151.56 certificate of Deposit 300382 $150,756.16 2.01% 06/10/03 03/10/04 $756.16 certificate of DeDOSIt 300449 $150,000.00 2.50% 08101/03 11/01/04 $0.00 $5 047 335.71 $65198.88 U.S. Bank certificate of Deposit 3006093151 $1,214.83 2.47% 07/12/74 07/12/04 $143.13 certificate of Deooslt 4670 $1,461.41 2.47% 12130/76 06130/04 $172.04 $2.678.24 $315.17 MBIA 4M Fund MN-D1-D034-0001 $5,054.92 0.78% $4,480.22 $5 054.92 $4.480.22 Smith Barney Monev Funds Smith Bamev $7,595.76 1.00% $41,121.69 certificate of Deposit Cepltal One $100,000.00 4.90% 11/13/01 11/22/06 certificate of DeDOSIt Direct Merchants $100,000.00 5.85% 06107/01 06114108 certificate of Deooslt (steD rate 6.5%) Arst Bank PR $96,000.00 4.00% 06105/02 06126104 06126109 certificate of Deposit (discounted) CIB Bank IL $89,100.00 4.00% 03128/03 03128/04 03128/11 FHLBC 3133ML-6V-2 $0.00 5.50% called 01/29/03 01/29/09 FHLMC (step rate) 3133FO-WT-2 $175,000.00 3.00% 10/18/02 10/15/03 10/15/09 FHLMCM 312925-BR-D $255,000.00 5.25% 06105/02 03/18/04 03/18/09 FNMA 3136F2-WY-D $150,000.00 4.50% 12/13/02 12/11/03 06/11/10 FNMA 3136F2-X7-8 $205,000.00 4.00% 02/07/03 02/06/04 08106110 FHLMC (steD rate) 3128Xo-PG-8 $100,000.00 3.25% 12/16/02 12/16/03 12/16/08 FHLMC (discounted) 3128X1-MZ-7 $99,750.00 3.00% 06/30/03 12/30/03 06130/09 FHLBC 31339X-RD-8 $100,000.00 3.25% 06/30/03 09/30/03 12/30/08 FHLMC 3133Fo-2C-2 $150,000.00 4.00% 08114/03 08115/04 02/15/09 FNMA 31383F3-2K-1 $148,500.58 4.00% 09/10/03 11/13/03 2/13/09 ($450.00 $1.775.946.32 $40 871.69 TOTAL CASH AND INVESTMENTS $8,831,013.19 $110,685.96 petty Cash Chance Fund Kim $100.00 Imprest Krls $100.00 Total petty Cash $200.00 101212003 9:54 AM schedule of Investments Sep 03.xls .. # CITY OF CENTERVILLE Cash Balances 10/01/034:16 PM Page 1 Current Period: SEPTEMBER 2003 MTD MTD Current FUND Deser Account Debit Credit Balance Cash GENERAL FUND G 101-10100 $160,201.45 $255,953.74 $773,296.44 IND PARK 'TIF 1-4 DEBT SERV G 317-10100 $0.00 $0.00 -$9,103.95 PARKVIEW DEVELOPMENT DEBT SERV G 324-10100 $0.00 $0.00 $369,014.49 ELEM WATER MAIN EXT DEBT SERV G 325-10100 $0.00 $0.00 $177,575.82 '01 G.O. Impr. Bond Pheasant M G 327-10100 $0.00 $0.00 $645,707.04 G.O. Bond Hunters Crossing G 336-10100 $0.00 $0.00 $316,840.20 PHEASANT MARSH II G.O. 2002 G 342-10100 $0.00 $0.00 $14,861.04 PEL TIER PRESERVE DEBT SERVICE G 345-10100 $0.00 $0.00 $8,485.33 PARK CAPITAL PROJECT G 402-10100 $500.00 $561.00 $204,048.02 21ST AVENUE IMPROVEMENTS G 408-10100 $0.00 $3,815.00 -$19,056.49 PEDESTRIAN TRAIL WAYS G 414-10100 $0.00 $0.00 $12,500.00 STORM WATER IMP PROJECTS G 415-10100 $854.61 $891.46 $331,747.57 HUNTER'S CROSSING G 436-10100 $0.00 $0.00 $35,681.51 PHEASANT MARSH G 438-10100 $0.00 $1,681.18 $217,673.63 THE SHORES G 44Q..10100 $0.00 $65.50 $212.02 EAGLE PASS 2ND ADDN G 441-10100 $0.00 $704.60 $60,773.44 PHEASANT MARSH II G 442-10100 $0.00 $2,084.49 $124,650.20 PHEASANT MARSH III G 443-10100 $0.00 $0.00 -$100.50 PEL TIER PRESERVE PROJECT G 445-10100 $0.00 $231,561.54 $302,991.33 HUNTERS CROSSING PHASE II G 446-10100 $0.00 $4,205.50 -$2,239.40 WATER FUND G 601-10100 $13,864.28 $9,727.18 $1,272,102.61 SEWER FUND G 602-10100 $35,859.30 $59,303.69 $1,951,297.54 CABLE TV FUND G 614-10100 $0.00 $144.33 $14,493.05 SAVINGS & CD INTEREST G 619-10100 $28,012.25 $450.00 $27,562.25 Total Cash $239,291.89 $571,149.21 $6,831,013.19 Grand Total $239,291.89 $571,149.21 $6,831,013.19 l-i- -1- . . ~1~-=-..~-~-" A" ~ 8. ii: @ o ~ ::l :J: 1LI Z 3 m t " I i . I I I I I II I I ~ I" ~ SHOREVlEW NORTH CITY OF UNO LAKES NOTE: ALL 1RAFFIC CONTROL DEVICES AND SIGNING SHAlL CONFORM TO THE MMUTeD INCLUDING ~ MANUAl.. !'"OR lEMPORAR'l' 1RAFFIC CONTROl ZONE LAYOUTS-, DATED JANUARY 2001. N CITY OF LINO MINNESOTA 21ST AVENUE STREET AND STORM SEWER IMPROVEMENTS FF=1 I o 2DDD 4DDD BODO SCALE IN FEET ,. a 2000' PROJBCI' LOCATION COMM. NO. 12688-01 JOINT POWERS AGREEMENT BETWEEN UNO LAKES AND CENTERVILLE, MN IJST OF DRAWINGS DWG. NO. DESCRIPTION 1 2 3 4- 15 8 7 8 9 10-13 TlTLB SHEET ESTDIATED QUANTlTIES AND LEGEND TYPICAL SECTIONS AND DETAILS STORM SEWER CONSTRUCTION CBABT Be DETAILS STORM SEWER Be EROSION CONTROL DETAILS EDSTING CONDmONS Be REMOVALS 21st AVENlJE- Cul-de-sao to Main street NORTBERN LIGHTS BOULEVARD-21st. Avenue to sta. 5+00 MAIN STREET AND INTERSECTION GRADES CROSS SECTIONS I HEREBY CERTIFf 'lBAT THIS PLAN WAS PREPARED BY ME OR UJlDER MY DIRECT SUPJ5ICvmwN AIm THAT I AM A DULY UCEJISEI) PROFESSIONAL ENGINEER UJlDm TBB LAWS OF TBB STATE OF YINNmO'1'A. ~O,~.t'\'f\.LU~ NO. 23381 Dm:~ PATRICK Y. WINDLER. P.E. TKDA TO!. TZ. lONG, DUVAll.. ANDERSON AND ASSOCIA 1ES INCORPORA lED SAINT PAUL. MINNESOTA ENGINEERS · ARCHITECTS · PLANNERS I II I I I I I II I Ii IilI1 ~s ~i NO. DATE BY LEGEND STATEMENT OF ESTIMATED QUANTITIES ITEM .. NO. ITEM UNIT lOTAL QUANTIlY 1 MOBlUZATlON LS 1 2 CLEARING TR 10 3 GRUBBING TR 10 4 REMOVE CURB " GUTTER (AU. lYPES) LF 131 5 REMOVE BITUMINOUS PAVEMENT (AU. DEPTHS) SY 3,068 6 SAWCUT BI1UMJNOUS PAVEMENT (FULL DEPTH) LF 324 7 COMMON EXCAVATION (P) C( 6,510 8 POND/DITCH EXCAVATION C( 1,010 9 TOPSOIL BORROW (LV) C( 350 10 SELECT GRANULAR BORROW (ev) (P) C( 3,450 11 AGGREGATE BASE CLASS 5 (101m CRUSHED) TN 2,800 12 TYPE LV NJG. 3 WEARING COURSE (B) TN 610 13 TYPE LV NJG. 3 NON-WEARING COURSE (B) TN 605 .. 14 BITUMINOUS MATERIAl FOR TACK COAT GAL 250 15 15- RC PIPE APRON W/ TRASH GUARD EA 1 16 24- RC PIPE APRON W/ TRASH GUARD EA 1 17 15- RC PIPE SEWER CLASS V DESIGN 3006 LF 92 . 18 18- RC PIPE SEWER CLASS V DESIGN 3006 LF 171 19 24- RC PIPE SEWER CLASS III DESIGN JOO6 LF 284~ 20 ADJUST VALVE BOX EA 5 21 AD.JUST EXJSJ1NG FRAME AND RING CASTING EA 2 22 INSUlATION W THICKNESS) Sf 150 2J CONSIRUCT CATCH BASIN-TYPE 402 EA 2 24 CONSTRUCT 48- DIAMETER CATCH BASIN MANHOLE-lYP[ 406 EA 2 25 CONSTRUCT 60- DIAMETER CATCH BASIN MANHOLE-lYP[ 406 EA 1 26 CONSIRUCT 48- DIAMETER STORY SEWER MANHOLE-lYPE 409 EA 1 27 R1PRAP CLASS n C( 8 - 28 R1PRAP CLASS III C( 10 - ro- 29 CONCRETE CURB AND GUTTER DESIGN B618 LF 1,615 3D TRAFFIC CONTROL LS 1 31 INSTAU. SIGN (INCLUDING POSTS I/: ASSEMBLy) EA 1 32 P1fMT MARK. 4- SCUD LINE WHITE-PAINT LF 810 J3 lYPE ID BARRICADE EA 1 34 SILT FENCE, lYPE PREASSEMBLED LF JOO 35 SODDING lYPE SALT RESISTANT Sf 2,500 36 SEEDING (INCL. SEED MIX 50B OR 608, FERTILIZER, MULCH I/: DISC ANCHORING) ACRE 0.8 37 POND NATIVE SEEDING _{MNDOT MIX 25A MODIRED 25BL ACRE 0.30 38 EXPLORATORY DIGGING HRS 4 39 RELOCATE MAILBOXES EACH 3 40 CRUSHED ROCK (6" DEPTH) TRENCH STABIUZATION LF 250 EXISTING CONDmONS AND REMOVAlS ---- EXIST. RIGHT-oF-WAY EXIST. PROPERlY LINE ====.P.!Ia== EXIST. CONe. CURB AND GUllER ___-ClIIILClIRB..__ EXIST. CURB (TYPE /IS NOTED) - - - - - EXIST. EDGE OF BIT. SURFACE - - - EXIST. EDGE OF GRAVEL EXIST. SIDEWALK (IYPE /IS NOTED) EXIST. POWER POLE. GUY EXIST. UGHT POLE. HAND HOLE EXIST. TREE EXIST. CHAIN UNK FENCE - a - D - EXIST. WOOD FENCE EXIST. RETAINING WALL EXIST. BUILDING EXIST. SANITARY SEWER EXIST. STORM SEWER (12--361 EXIST. STORM SEWER (> 421 EXIST. MANHOLE EXIST. CATCHBASIN w- EXIST. WATERMAIN ~ HYDRANT, GATE VALVE 11- EXIST. GAS MAIN E- BURIEO ELECTRIC ELECTRIC BOX T - BURIED TELEPHONE TELEPHONE PEDESTAL lV_ BURIED CABLE TELEVISION ..-...................... REMOVE CURB I/: GUllER ---------- REMOVE CURB REMOVE GRAVEL REMOVE BIT. PAVEMENT REMOVE TREE REMOVE SANITARY SEWER PIPE REMOVE SANITARY SEWER MANHOLE REMOVE STORM SEWER PIPE REMOVE CATCH BASIN -~- - I.: - ~12" 012" -1-1- ~ ~--~- -(- - -(- =(= = =(= o m -w e -II -E ID -T . _1V II -4- - -4- o -(- - -(- m eo PROPOSED CONSTRUCTION ---- RIGHT-oF-WAY PROPERTY UNE CURB " GUllER CONC. DRIVEWAY (THICKNESS AS NOTED) BITUMINOUS DRIVE GRAVEL DRIVE (6- NJG. BASE CL. 5) CONC. SIDEWALK (PED. RAMP AS NOTED) SANITARY SEWER WATERMAIN STORM SEWER CATCHBASIN AD.JUST MANHOLE/GATE VALVE CHAIN UNK FENCE WOOD FENCE BITUMINOUS SURFACING HANDHOLE - - - - - SILT FENCE FlARED END SECTION FLARED END SECTION WITH RIP-RAP RELOCATED UGHT POLE (BY OTHERS) ~ r~OJ:..i!:!>~r";!G'"W.erll -1-1- ra( e o . x-x-x-x- D D a a . .; * BASIS OF ESTIMATED QUANTITIES AGGREGATE BASE CLASS 5 BITUMINOUS MIXTURES TACK COAT 140 LB C.F. 146.7 LB cor. 0.05 GAL PER S.Y. DESIIlNED IlIlAIlN PIIW KAP MINNESOTA TKDA 21ST AVENUE STREET AND STORM SEWER IMPROVEMENlS TDl.1Z, KING. DUVALl., ANDERSON AND ASSOCIATES INCORPORATED SAINT PAUl., MINNESOTA DESallPllON OF REVISIONS CHECICEIl PIIW ENGINEERS. ARCHITECTS. PLANNERS UNO LAKES 10 -z.,.;. ESnMA TED QUANllllES Ie LEGEND COIOIISSIIIN NO. 12888-01 SHEET NO. 2 OF 13 SHEETS I I I I I j j II I Ili U ~I R/W NORTHERN UGHTS BLVD.= JO'(UNO lAKES) 21ST AVENUE= 33'(CENTERVILLE) ~ 3: ~g 0::10:: ~.... 00 -I -I ....... 00 1 NORTHERN UGHTS BLVD.= JO'CUNO LAKES) R/W 21ST AVENUE= 4O'(UNO lAKES) 17' 2' MIN. TYP. PROFILE GRADE 2.0" 2.0"" B618 CONC. CURB &: GUTTER (1YP .) 28-2350 TYPE LV 3 WEAR COURSE MIXTURE B (LVWE350JOB) 2357 BITUMINOUS TACK COAT 28-2350 TYPE LV 3 NONWEAR COURSE MIXTURE B (LVNW35OJOB) 88 3138 AGGREGATE BASE- CLASS 5 (100"" CRUSHED) 248 3149 SELECT GRANULAR BORROW (PLACED ON APPROVED SUBGRADE) lYPlCAl. STREET SEcnON WITH CURB AND GUlTER 21ST AVENUE (STA. 6+65 TO STA. 10+25) NORTHERN UGHTS BLVD. (STA. 0+00 TO STA. 4+91) 11' >: Ia.I THRU lANE II~ gl~ ~~ Ol~ $I~ .0 ~lIi 1 11' I FLOW. 1---- --... --------- ~-----~~~ I SAWCUT EXISTING I BIT. PAVEMENT REMOVE EXISTING BIT. PAVEMENT 12' RIGHT TURN lANE Ia.I Z ::J ~ Ia.I Ia.I 1a.I~ ~~ a a ~ ~ ~ ~ eel a~ ~ 0 ~ m ~9 D..~ .... o ::J 0 00 0:: 0 0:: .... 0:: X ~o D.. en D.. 0 D..en 2' 2.0" l' l' TYP.- 48 SALVAGED OR IMPORTED TOPSOIL WITH SEED ~ 1a.I~ ao .::J ~5l 10' /EXISTING GROUND - _ DITCH SLOPE ""- - 28 -MN/DOT 2350 TYPE LV 3 WEAR COURSE MIXTURE B (LVWE35030B) 2357 BITUMINOVS T^CK COAT 28 -MN/OOT 2350 TYPE LV 3 NONWEAR COURSE MIXTURE (LVNW35030B) 208-MN/DOT 3138 AGGREGATE BASE-CLASS 5 (100"" CRUSHED) lYPlCAl. STREET SECTION FOR MAIN STREET (ANOKA CSAH NO. 14) STA. 0+50 TO STA. 4+00 NOT TO SCALE IlESIIlNED _ PIIW I HEREBY CERIIFY THAT 1HIS PlAN WAS PREPARED BT lIE OR UNDER II'/' DIRECI' SUPERVISIDN AND THAT 11M ~ PIlIlFESSIIlHAL EHllINEEIl ~nlE, lF~~!:7L 1l/o1E~u:. NO. 23381 TKDA TOI..1Z. KING. DUVALL. ANDERSON AND ASSOCIATES 1NCORP000lED SAINT PAUL. MINNESOTA MINNESOTA NO. DAlE BY CHECICED PIIW ENGINEERS · ARCHITECTS. PLANNERS DESCRIPTION OF REVISIONS R/W I I ~ 3: ~Ig ~o:: ~""I~ -1-1 ""- 00 I R/W I I I I I VARIES 17' ,/PROFlLE GRADE 2.0"" -==-- -- .....- --::~. 3:1 M/~2"Jf%--l I _- LSIl.VN>E1J OR IMPORIED TOPSOIL WITH SOD OR SEED (TYP.) 28-2350 TYPE LV 3 WEAR COURSE MIXTURE B (LWiE35030B) 2357 BITUMINOUS TACK COAT 28-2350 TYPE LV 3 NONWEAR COURSE MIXTURE B (LVNW350JOB) 88 3138 AGGREGATE BASE- CLASS 5 (100"" CRUSHED) 248 SELECT GRANULAR BORROW (PLACED ON APPROVED SUBGRADE) lYPlCAL STREET SEcnON WITHOUT CURB AND GUTTER 21ST AVENUE (STA. 10+25 TO MAIN STREET STA. 13+19) 21ST STREET S1REET AND S1'ORY IMPROVMENlS 21ST AVENUE TYPICAL SECl10NS Ie DETAILS SHEET NO. 3 OF 13 SHEETS 1268801 COYIIISSIlIII NO. UNO LAKES i f I I I f I II I ~ ~I ~D NO. DAlE BY ~1ION OF REVISIONS IlDIGIlED DRAlIIl PMW KAP CHECKED PMW LOCA1ION CONSJ'RUC1IOH LINE SI'RUCI'. MIl DESIGN CASTING RIM 0U1LEI' 12" NO. NO. srAlION OFFSEI' OR 1YPE 1YPE n&' EI.LV RCP CB CI..5 NA 90 .38 801m .14 lIOOJI4 800 805.79 N A · SEE SHEEI' 8 FOR SIR\/C'RJRE LOCo\TJON. APPROXlMAlELY 0.5' SEPARAllON- CONTRACTOR TO VERIFY IN FIELD PRIOR TO CONSTRUCTlON COMMENCEMENT (EXPLORATORY' DIGGING) r------ I I I L______ PROPOSED 24"RcP STORM PIPE ~ NOTE: NO RCP BELL WITHIN 3 FEET OF THE 8. SANITARY SEWER PIPE STORM SEWER CONSTRUCTION CHART PIPE LEN\mI 1S- 1r 21. 24. 2T 30" 3&" 48" RCP RCP RCP RCP RCP .RCP RCP RCP APRON CL5 CL5 CI...l CL3 CL3 CL3 CL.3 CL3 I:ACH 30.0 32.0 100.0 7.0 235. INSUlATION ,J~ u ~ t , ~ ' l~ PAY ITEMS: INSULA1l0N AGGREGATE BASE ALL OTHER CONSTRUCTlON CONSIDERED INCIDENTAL TO STORM PIPE INSTALlAllON EXCAVATE AND All WITH MIIIDOT AGGREGATE BASE-ClASS 5 (10m!; CRUSHED) SANITARY SEWER CROSSING DETAIL I HERE8l' CEJmFY 1IW THIS PlAN Il'AS PREPARED TK D~ BY lIE OR UNDER IlY DJRECI' SUPEIMSION AND THAT ~""::',,:"'='""~ DAlE II. ~ ~ NIl. 233Il'I ENGINEERS . ARCHITECTS. PLANNERS TOI.1Z, KING, DUVALL, ANDERSON AND ASSoaAlES INCORPORA lED SAINT PAUl., lIINNESOTA STORM SEWER CONSTRUCllON CHART AND DETAILS 21ST AVENUE STREET AND STORM SEWER IMPROVEMENTS UNO LAKES COIlIIISllIIlII NIl. 1268801 MINNESOTA SHEET NO. 4 OF 13 SHEETS i I j I I I I II I 8 il ~~ - h 5' MErAL OR 2"1I2"WOOD FENCE POST - ----- "- - GE01EXJU.E WITH NEf EIACI<INC ______ III ~-- III ~rJ 1117 BACKFIU. ~; .... _ ~ .-/'!1 -'<'-':;,"i~;;';;\:~11L A j~1I I~ s" ...~ IJJ NOfE: -PRrASSEMBI..ED SILT FENCE SHALL CONFl)IlM TO IINIlOT 3888. 1YPE B3 OR EQUIVALENT. -FENCING SHALL BE PlACED AS SHOWN ON 1HE PlANS OR AS D!IlB:IED BV' ENGINEER. GEOTEXlU.E TO OVERLAP 1HROlIGH 1RENCH. SILT FENCE DESIllNED DRAWN PIolW NO. DA 1t BY CHECKED PIolW DESCRIPTION OF REVISIONS ~~~ ~ ~/!1 ~~ If' If' II" .::-.. II" ~_ IIf' ~_ 24.~_ I'IPo L = '-;m;- = ~fIb:" ::::. -;m:;'" (lft.) (R.) ClI.Yd. Cu.Yd. ClI.Yd. ClI.Yd. ClI.Yd. ClI.Yd. 12 8 2.8 1.4 4.1 2.1 U 2.8 15 8 2.8 1.5 u 2.2 5.8 2.8 IS 10 3.8 2.0 5.8 3.D 7.8 3.8 21 10 4.2 2.1 U ;U 11.4 4.2 24 12 U 2.8 U 4.2 11.0 l1..li 2:J 12 5.8 2.8 11.7 U 11.8 l1..li 30 14 7.3 3.7 10.8 l1..li I4JI 7.3 3lI 18 IL2 U 1:J.8 IL8 lU IL2 :I~l~ H l~ ~ ~Hl~ TABLE OF' QUANITIES _ AT RCP-A lIUIlEIS .. IllIllES 01 _ _ WIIllII aa.. I aa.. III aa.. IV dlllf'll" dGlf"ll. d Wll" !!pant! 9. 1':'-:;' IIf' ~ llf' I o:.:u. PIpe L = 1m:-' = ~ :.= ~ (R.) ClI.Yd. ClI.Yd. CliYd. ClI.Yd. CliYd. ClI.Yd. 22 to 3.8 2.0 IL8 3.D 7.8 3.8 28 12 IL5 2.8 IL2 4.1 10.8 l1..li 3lI 14 7.2 :J.8 ID.8 11.4 IU 7.2 43 18 9.2 4.8 13.7 IL8 IU 8.2 51 18 10.8 U IU IL2 21.7 10.8 89 20 12.7 8.4 19.D 9.5 28.4 12.7 ==-:":.~"t:: =- and ~ =--(} . ~ "... sa:IIIII IHI 1/2" MORTAR ON 0l1TSIDE. BE1WEEN RINGS, CASTING " CATCH IIASIN. F1NJSIt SMOOTH ON 1NSlDE._~ NO MORTAR ON ~~ '\ \.J REMOVE CURB BOX BOLlS 1 RINGS (3 M1N~ 1.0' l!AX. at RINGS " MORTAR). (~ or , .. r::B ~ .:~~~.r:h.:~ ~:~ "!NFl-SHIELD" SEAL OR EQUAL. " L ,"' .:.:~ }~: .~~: ~~:~ Il~"' :.:r- 1J~ ~ " J El ~ I f~:~~:::- . . ....: CD Co! ,.~ - 0 .t.;. . = ~~.. CEMENT MORTAR .~. n. =::j; PRECAST BASE . .. ...~ ~T. ~ THf~ r: ;::. ~:~:~"i.-::.a:;.~ii~~1:'1: .~...~ 48" fI- ~ I I I 54'- OT 8 4" . VAR.. IIllS" 10 _ (4' MIN.) 120 12 . VARIABLE . 6> or I """rqpIJDCCIJC '~LB I L - VAR. I (15" IIIN.) I I ~ ----n r1#~ ---\ill" sa:. _ (!)Far pIpoo .- .. equoIll> :!O". aD 1.8'. (!)n.o _. at IIllI _ ...,. _ goatmIIIe __-._llarlbo_--- :::-0:= ~lbo-=--':; ':t-=. cr:...1IIo ~_T'___.,_ NO _ SIW.I. BE WED FOR _ c:IlSI1NG; CEIoIENf _ ONLY. CASr IRON FIlIlIIE "" llIlA1E CIlSIINIIS PER SI'ECIFICIl1D5. IIIlNHOl.E SIEPS SIW.I. BE CASrlROH, IlLIJlIINlJ>> OR SIEB. REIIIfllRCEI) P\ASIIC PER ASnI 1:47IL LllCATIllN SIW.I. BE /IS NlIIEIl IN THE SPECIFICA11llNS PRECASr REINRlRCEIl ClINCREIE BASE SlAB "" ClMR SlAB PER ASnI 1:478, PRECASr REINRlRCEIl ClINCREIE IIIlNHOl.E SEClIDIIS PER ASnI 1:47IL OR If' CONCREIE lIIlNHllLE BUlCIC IIIlH 1/2" _ EXIERIllIL FURNISIl PRECASr CONCREIE I/IlNHllLE SEClIDIIS IIIlH CHlOIll 0Il5KEI1i "" UIIIRIl:IlN1' EXCEP1' /IS OTHERWISE SPECIf1ED. FlU. OPENING BEIWEEN PIPE AND IlIlNHOLE WIlLI. IIIlH CEIoIENf lIORlIlR. IIlSIIlE SURFACE SIW.I. BE FINISHED SIIOO1Il. . ~~~..m:~~U~~~DErAIL RIPRAP AT RCP OUTLETS \ . .....,. --. . It ). - . I .~~ --' I \ / . . af PIAN :--- ........... PlACE 4" OF' I" (WASHED ROCK OVER 1YPE 1 FILlER FABRIC .. 0.00;-0 .OVO.O!O!O!O!~... OOOOO!;:!~ DO" _":00 01 w V 0.0 O..O-&~~ -( O:G "lgXg 00005000000 gO::=:;:I, -...., = SECTION \" STORM SEWER OPEN THROAT""",""\ \ INLET 1.\\. "., NOlE: PlACE 2 [A.-2"X 2" WOOD STAKES OR REINFORCING BARS IN E'ACIf BALE. EMEDllED IN 1HE GROUND 1 rr IIINJMUM. eAL.E CHECK FOR STORM SEWER INLET I HEREIIl' CERIIF\' 1IfIlT 1HIS PIAN WAS PREPARED BY lIE OR UNDER lIT DIRECr SUPER\IISIDII AND 1HAT I III A IlULY UCDlSED ........~~ I!NGINmI OF THE :rES -.,,~~ .- ~~ uc. NO. 23381 TKDA ENGINEERS. ARCHITECTS. PLANNERS CATCH eASlN/MANHOLE, 1YPE 406 REMOVE CURB (.RINGS (3 IIIN., 1.0' BOX BOLTS --. po, MAX. OF RINGS "' r ~, AND MORTAR). -::E~" ~......~IJ ~ B~ \~ :J . 2T ~:ri SMOOTH ON INSID~ ~ l '\ :""""'''' 'A ~ I ---l: 'v MORTAR (IS" IIIN.) !\ (( . ., l~-+~ . '" '._ .~~~~ ~~'Yoo"; ......":.J\:~4'.!i..:,.~...-~.. ,.t1'f~' '~j' 6- PRECAST .,~ ~~~,j.:~:!.:!;;~~~;t;':A-:r!::1-~~'":~. CONe. BASE .'''' .lI_"... .......,. \f'~'.J.O_~ ~ . oJ RINGS (3 MIN.. 1.0' MAX. OF' RINCs It MORTAR). ~RrAR ON 0l1TSIDE. RINGS, CASJlNG It YANHOLE. FINISH SlolOOTH ON 1HE INSIDE. NO IolORTAR ON INSIDE. "lNFl-SHIEl.D" SfAl. OR EQUAL. I I~ 4'-0" PRECASJ' COYER SlAB ............ (IYPE 2) ......... ~,,'i;l1;':''''''~ 2T ~ ...~..u:,...~ ~ i .~ VAR. ~~ ~ \.l~ :. 2 STRIPS IlIl\JYASIIC ,:. 1 : SfAl. ON SlAB .-t TO::: '. ~~' :~ :vx~~~D~if: YH SlAB : ;,rof~ ;jO~:;_' DIA. THICICNESS I 54 _1M" R' 1l11f" 10 120 12"" iD ~ ~ ~ Ii:..'!;.':"'ll"~::~:~;~:'+''t.-l',.~~, ':lft ~~'J.< 'bi~:r~~;i.iJ'.;.A .tJ::i.:.~~ ~ NO IlOOII SIW.I. BE USED FOR AD.IIlSIlNll CASIINO; CEIIENT lIORTllR OllLY. CASr IRON C4TCH IIASIN FIlIlIIE "" COVER CIlSIINllS PER SPECIfIl:AnDNS. NO _ SIW.I. BE WED RR __ rAllIIIIlI: CDIEIIJ _ ONLY, CASr IRON IINGtIIII: FIlIlIIE "" ClMR /IS PER _ ~:~~~:=:~PIASIIC PRmISI' _ CONCREIE I/IlNHllLE SB:IIlIIIS . _ Il\A8 PER ASnI CQB. F\IRNISH PRECASr IIIlIIHIU SECIIlNS _ CHlIIID _ . I.IIIIIlICIIII' EXCEPI' /IS__ " Ir III ,r _ SB:IIllII SIW.I. BE IIISrAlLED lINDER 1lIE CONE WIlEIlMII POSSIIIlI. FlU. _ IIEIlIEEN PIPE "" IDl lIALL _ CDIEIIJ -. IIISIIIE _ SIW.I. BE FDIISHED SIllllI1II. PRECASr REIIIFDRl:ED CllNCREIE CONE SECIJDN "" PRmISI' BASE PER ASnI C47IL FlU. 0PEIIlNll BEIWEEN PIP[ AND IIANHOU: WIlLI. IIIlH CEIoIENf _ INSIDE SURFACE SIW.I. BE FINISHED SIIOO1H. . IIINIIAJII PIPE ClMR c:AN BE BEDlJCED FROII 4' TO 7:-1f' IIIlH INSTAUA110N Of' PERFOllIl1EIl PIP[ DRAIN PER "GRANulAR SUSClIT AND PERFllRA1ED PIPE DIlIlIN" DErAIL CATCH BASIN. 1YPE 402 SI'ORM SEWER MANHOLE, lYPE 409 TOL 1Z, KING, DUVAlL. ANDERSON AND ASSOCIATES INCORPORATED 21ST ::iIKUoI S1REET AND STORM IMPROVMENlS STORM SEYtm 1& EROSION CONTROL DETAILS CllIlIIISSIllN NO. 1288801 SAINT PAUl, IIINNESOTA UNO LAKES MINNESOTA SHEEr NO. 5 OF 13 SHEETS I I I J I I II I Eli ~I ~i NO. DAlE BY DESCRIP1\ON OF RE1IISIONS iil I I I I I I l ---89~- DESlllNED DRA1IN PUW CIlECICED PUW I I MAIN STREEr ANOKA C.5AH. NO.14 T _------ --- ------ -..~~~------------------------------ III" . _ ~ TO I 35-E . ~~ I I I I I I I ,Oi---l I ~ r---------- ---i---------~~/ \ , ~~ /, J 5C /, I 41 / ' I I / ' , /' ~ /' , ,01 /, : \/ 'iii q I , - / , / , / , / , / \ / \ / , / \ / \ / , / \ / , / \ , / / ..... b ~ I I : ~ J Ii -< 0) b ~ .- g o REMOVE PRECAST WALL BY 01HERS CfTY LIM/TS OF I I I 1 I I l I r : : if I 1 I I N 'N -< i\' I HEREII't CEJlJIFY 1Ilo\T 1HJS PWIlrAS PllEPMED TK D~ fit lIE OR UIlIlER /If( IlIIlECI' SUPEIMSlDII NIIl 1Ilo\T I NI A DUl.Y UCENSED PRllI'ESSIIlNAL OF 1IIE STAlE OF :F=F=I I I 0 50 100 SCALE IN FEEl' 1. - lID" .- 9 5 o I I EXlS'nNG CONDlnONS Ie REMOVALS 21ST AVENUE STREET AND STORM SEWER IMPROVEMENTS TOL.1Z. KING, DUVALL. ANDERSON AND ASSOaAlES INCORPORATED SAINT PAUL. MINNESOTA IlA1E ENGINEERS · ARCHITECTS · PLANNERS UNO LAKES MINNESOTA SHEET NO. 8 OF 13 SHEErS I 160 COIIIII5S1lIN NIl. 1288801 SHEEHY ~~a.~ E 26641.f3 ~ \ t....~.~.~.~~.......,J ,~ L -........ GRAm. ~ --1 0' \ (;jS' "--.2- ~"~- ;>J ~;. ".. - ~..._~ \ ~ ~~~~-,----~ - - . " _- I~_-- g= I ~_ I ~~ "'t T JI'IIl.8. T T T T ^ l I---------~--------- ---------1 ~-cur' ~o' I I =- tJl t t I : l:l : ~. E~~'=f 907.77 TOP NUT HYD. . STA. 25+50 E'JST SIDE 21ST AVE. O2-8'' 1ELE. 18" -- PED.. fl 00 -- . -- ---, -. 920 ~. ! ! I I I I i j II . ~ il ~I 910 -- - _-:... -. -- - '-r--- ... -- -. 900 ===--- -. -_. --- -- 890 -. .-- 1---- .- --==1--' -_.:-=-- _ -- 1------ BBD --- -- ~ ~z I I 100 1110 PLACE 8- 3138 AGGREGATE BASE- CLASS 5, PLACE 2- 2350 1YPE LYJ WfAR COURSE-, 6- 3138 AGGREGATE BASE- CLASS 5 \ ~ o 110 seALE IN FEEr 1. l1li 80' GERALD REHBEIN . ,r~?\\O~ ~ l!s ~ n--.: ~. -----{:: r-- '-- --I--, -- -- --I--. -- ----- --1-... .t-- .._~.- --I-- ..~ 1--. t--- = ---- -- ~, I SEE SHEEr 9 I r----------------~ ~~~L------~YI r-----L------~-!~ tr I ", '~II \) ~~ II :', ~ I l I I r: t\.~ \" I I ~l I' I~! I - ~. . ,~J\I,...."'"\t<-\r '\ II ~';...) -- I ]1' , H'J \ C'f.. 5"-1 t- 'l ... \ ~ I I ?\/~.P I I - i r--5' _ A.-^L, m J 11, Ii I ~ ~I ~ II ~ I -! I ~ LOT 9 \ ,ra:- ,J I } LOT B I: I I' i , ~.. S AIL\lI\.TlU 11""1 I I I LOT 7 ~ I II li~ 11: ~ ~ rt t 9+59Ss I I END CURB AND GUTTER I I: I: :Z:! I~. ~n. II \~~ IV' "'I\, 'UT~ ~1IIIUlINIJ I ,.( II E2 IL IlIIUlINlI 1 1_ ~EIIlRI"n. iD I ; I.)' ~ r _ FENI:E I I f 1 LGT ~ 807.115 I I 'Iii LIOF JO' ~ I l~ CONe.<1~. =n. Yil 1 I I ! 1m i~~ 4.~ CU4-pE-SACBIT.- ~ CIIIIII _1rAUl-~~r . I I I B1T._ I I Ii I 2~~ vL __ I _ _ ~. n~1 CIIIIII~, 7-3". I I ~_ ! ~ T - -. --1,..' ~3J!..~ uI '1:.''''11. I -- - ~, ~ ~~----...) - __J.!!JL.. __...J ".. . 0 -"" ~ .... ....._...;J;;;,.""]. 'ifillf'"' I , ..rJO" .ak L \ "If{ 7 . _ ..J._ _ IlECIm lINE :1:110;. .. i!lilijli: . i~ I'n~!:j. ::! m: ::. 1/-' f'" f'" ......... I ~ 14_11E i"-, ' . rill!: ,Iii 'Id --.EX.., !!WI.. mwm po .. . _. 4 -- _-\_=:;:.:.~-!~'Ir--~:....w.r. - ~::t-!Ef C8 ~ -\I -~~__ __ T __ . 1*'1" Itf----- ~l ~?"'W"-:;: ~~. 7s81~:-~.:. --r--"'D-'!!l--~ P'1lI 1 +~II I~ t 13+39.78 I ~~I\IZ'. ~..}~I.~ .. _ ':":''':'~~~~_i! \.~...I.. ~I II !IIII 'I ~ let\. o,,:~~ I,,' I'r:I i ~~ J,.:: I 7 ~ ;/ Ii ..,' -'~ ~. \.- t...r \' ~ 1 iii7:31 ,.. _I' I EI1. 'f"..) CONe. PA'IEIIENf I B1f. - - ~ oee~ ! ~I 'Sl~~1 I: I f.:____:.__.:.____~/ Ce~\Jt.,\ I 'I',: '\ I c" \..... \..... I I tl ~ I I ~ \..... ! I I : LOT 2 !! i LOT 1 I' bis\~\(SS e\1 ~ I I I o..~ '* 2' \ ~ net- 'f' J I ; 21 ST AVENUEr~ ! .-..~ I ~ ~18 I ~.)'" r "" \..... I, I \ - ~_-m2-' ~~L. ~~~~ ~'~I n_ --:-. ~--- ._ n -- .- -. - -. Be:- _. __ -- r-- .:._ . --- ---,-- -- -- ---;;;;; ,,- -- __ ---t-o ___. _~ - . - i . ~-:- n:~ or . ~ ." ~ . -7 '-_ -- ---- ..- - -- -- --t-:~ -- .. -- .- 920 . -:::::: ==~.- - .::- -- :.-:;: -- :.---:-==--::_~ .. -'-'~ 910 .- ~.. --1--- :=-- ---. --~- -- --..-- ---- -' .--. .. ---- . ..-. ___m. . -.. - ---- '- . -~_. --- ..- - _._- -- - .:- -- -- -- 1---' -- ---. -=- -- r--' --. . - - --- --~--:=- - -'-- '=1":" -- .-. 1==--_ __ r- _. 1==-- - r-'-' __ _u _. t-- (--. -- :-- -:-. o NO. DAlE BY --:- == ---:-_, -- - t--- .. 1--' ==.. _. ..-t--. --t---o -- --~. --1--- -- 6 -- - f--- -- 1 2 3 4 5 -- PMW I IIEIlEIII' c:ERIIfY 1HAT 1HIS PlM WAS PIlEPAIlED B'I lIE OR UNIIER IIY IlIIlECJ SUPERl/ISIllIII RID 1HAT SE' All_A DUl.Y LICENSED ~........~ ENIlIIIEER OF 1IlE ~ . " QQE . .."'trc. JIlL 2338'1 TKDA DESCRlP1ION OF REVISIONS CHECIIED PMW ENGINEERS. ARCHITECTS · PLANNERS ~- - =-=: ::- -- ====:V-~ ---- --_. -~ . r---- - -. _--0 ,.-- -- --I- -- -~-- f'iJ1U'- -- -.- -- . 1--' -::...---t-- -- - - . ..,. 10=-' _._~-= =.' -- -:-===:: :--- ------1 - .- -- .---= -=-- .. -. -- - ..=== -- - - -=--- ---== 'U _. ._:-:- ::::.:.- .-- -- .-- .:.:: --- ==- -::= ..---= -- -- -- _. -== - -- -- -- -. - -- -'- ._- -- . -= -- -- -.- -- 900 -- ---.. 'n '-'_ _. .--:= --' u_~E_ -- - -- ..-:- -- '--' - -- -_-= ___.__ = __:.:.:f--.. __ _..____ -~_ t-- u._ f--. :..- -:. -- .. ....- - --.. 1-_ ... _. - - --- u -.- r-' :.----:= - -- -- ==---- -- -- .. j=-- ~ ~==-- - -- _. --. -- - --- - - 1-' ";--. ...:::..._ = 1-_:'. .-=-- 1-- -- "f-- _ -- ---- =--r--~=-=t-. -- 1---- t-. ---- ~. - - -- t-- ---=-1=: -- ::::-----:=. (--- -...:..-. '-== --. ..-r----..:: ~- _..n--:- t--;:"== _ :: = --== ~ - -- r-- - 1---' I----lii'--' - ..- -1--'--- r- . f----- -- ---- -- - ---- ~_ __::-. - --::-u __ t-. --1-- --... --. ---- -. ---..:....--:-:: -.- __ -:-I'itiI" - ::- 890 - ---1--' r:-- t--- __ t-- r-' _.: l::: r-' .- .--. 880 "- --_. __:==. .. - ._u .. 1-' -- -- 1----- -::. --.-.= ~u_ ~- - -= -'- ---=. ..::......::: - - c--- -:..:::= u'_ --1-- - --_.. -il!- -. - I- ::::. -- 1------ -:- -II--- - -- 1---' --- u .. t----:-"-- -:: -~- -==~. - -- t=:-"". - --I-' ---:1--- ._~. ..- 1Di -- ~ 13 21ST AVENUE CUL-DE-SAC TO MAIN S1Itt.I c:llIIIIISSIllJlIII. .. --- -.-- - -- - -- 7 8 9 10 21ST AVENUE S1REET AND STORM SEWER IMPROVEMENTS 11 12 14 TOllZ. KING, DUVALL.. ANDERSON AND ASSOClAlES INCORPORATED SAINT PAUL. IiIINNESOTA 12688-01 UNO LAKES MINNESOTA SHEEr NO. 7 OF 13 SHEEIS BALE CHECKS FOR INLEJS EROSION CONTROL SEQUENCE AND SCHEDULE I SEE SHEET 7 I EROSION ::NTROL FENCE ~N 30 DAYS ~ r;t:--------------+-=---:!===:\i ~ . =I~ ~~ P 1\ llll.l\ l V; 'II SEED op~TION ~ I iii ~ f'~~':~ Ii J.1iI I \ I d II D ~;:OFFACH ~:- ~ \ <''60 ~...J '~~~~; Ii __~~:l.f~'--~~, EXCAVATION ~ WITHIN 14 DAYS OF i L( ~ y 1I ~ , FINAL GRADING , --c(.. .\ Is r II; . - '. .w! 1_ . l ~A ....., ~ ~Ia:~': 15 I t ~ r~_ ~ liiiik ~ I I B _~ - ~t.L1- I ~~.~ l ~,.-/ "lI"~~ I T:~o~o - r- -- 1 ~~!g -- I ;2 .~~ {.Ill I I I I Ift~ ! I i I 0: ,---- J II-,ll ~...J S~ Iii _~' ~;~ ~ '= ~ -"!'Pi, ~ DITCH EXCAVATION \ ' -DITCH SLOPEcoO.5:1C FROM I OUTlET PIPE 10 POND. !l I SILT FENCE , -4' WIDE DITCH BOTTOM. 0 , ..... l"'- ,.j L_~~_~_~~_~~~ GRADE El.E.V.) 4"'::'~ No 1'\0 -k aW parJ'('I: fA ~ C1Y ..... OF ~ ~ C1Y '7 lI<<) lNtE ... h jlJ~S'iJY'Ll I PJt '" 0' )(~\ J)trLP ')'}f~ of '1" (."'f,,,raf;f~') _I I ~ 1) ~ NORTHERN LIGHTS BOULEVARD II ~mi I , 1"- k I ~~I N ~4g.rla N. N 28112.68 ( I E 2701~ I r\"~7.'71 .' I ~ J - ----- --_J / / / / / / I / / / / SEEDING AND SOD ~-l " / / ~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - \ \ \tJ' ~~-, \~ H1l TYPE m BARRICADE (3' FROM \ ~ /iEMOO EDGE) FOLLOWING YNDoT sm. PLAW(S) . .. AND 80020 FOR "ToTAU.Y Y' ROADWAYS'. \ \ \ \ \ \ , N E 27H2:l4 NATIVE SEEDING _ :0-............. - . -- ~ . r:r~T I ~.:::T\:J . 0,il ~_. ~~~~I I I 'iJ ;~~ ~ ~ 10' li5i 8. 9 Ii , 6=35"13'29" --~ I ...........) PLACE 4"- AGGREGATE BASE- I ~ I '~.~~ I, ~ 5 FOR 10 LINEAR FEET BEYOND I a i' ,,---- ~ PROPOSED BITUMINOUS PAVEMEta I~i.~"'" ...J . 1 : ~~::;z-----~-----l .. I ~\.J N $ I , L(:-.\ I- I -1.. i"SECTIO~~ 9 I -;' I ~~ 0 I :' ) L-----E:tr-------------I -- " EXISTIN POND rJo.TA " NWL=897.88(DRY POND) . HWL=899.90 ~TER ~ ~~~ ". ~~ ~'\O .. ~~W~ \ ~~'\ , /Q7~ .1... I J a < 11 . CONTROL STRUCJURE PRIOR 10 COUNlY DITCH 155 AND ClEARWATER CREEK. TOP WOOD SKJMMER: 901.20 INVERT OF 15"CMP: 897.90 I- ~ o N 1 \;1Y . AU. SfORMWATER POND INFORMATION PROVIDED BY CENTERW.lE, MN CITY ENGINEER. , I I i , i ~ I o 80 100 SCAI.E IN FEET 1. co llO' I 1150 ~ ~ - ~ .~. j Q?O . Q?O I =: ~ Q10 . = 910 I - - - - - 900 - - - I 900 I R90 ~ ~ __I R90 I ~ In .- Ji. II l 0 1 2 3 4 5 6 ~ DESIGNED IlI!AllN I HEREB'/' CERIIFI' 1HAT 1IlI9 PlAN lIAS PIlEPARBI TKDA 21ST AVENUE NORtHERN UGHTS BOULEVARD ClIIIIIISSIQIINII. PMW II'l' lIE OR UlIDER II'/' IIlRECT SUPEIMSIlIN RID 1HAT I All A DUI.Y LfCENSED PIllIFESSIllNAL ENllIlIEER S1REET AND STORM SEWER IMPROVEMENTS 21ST. AVE. TO 5+00 it ~~, ~~1IIEl~ TOLlZ. lONG, DUVALL. ANDERSON alECICED ~ . uJ\. ~ AN/) ASSOClAlES INCORPORAlED 12888-01 ~i! PMW p, P... ENGINEERS · ARCHITECTS · PLANNERS SAINT PAUL. lIINNESOTA NO. DA 1E BY DESalIP1JON OF REWlIDNS DA7E _ .7o'!i LJC. NO. 233lI1 UNO LAKES MINNESOTA SHEET NO. 8 OF 13 SHEETS I I ~-rJAP~~_~ t PRORlE~ t t 4+23.56:i\:!: SOUD WHITE UNE MAIN ~:mcu.1 'Iii ANOKA C.sAH. NO.14 _ _ _ _ _ _ POSTED ~EED LIMIT: 45M~ _ ....:!'B.J!!P_ -! __\ ---~-- -1 ---~--- -3-JIIIlU ~-~ J "" ' - 'JIB r 'JIB~ . ---:1- ~ -L--:-~:-'~~-~" -------~-----r.~ J--~:+--TI---=5 fJ " 5 I I \.PROPOSED./ I cd -~l.II: oil I I 4- SCUD I ~Ill iEj1' I I : ~~ WHITE LINE l5i I I I INSTALL SIGN .0' ---J -! I~i ,.. '///////.;. Iii ~ ~1 TURN LANE - .15 --i m g!i!. ,~ 3O"X30- _aTY UMffS fY' I~~ii 1 I -----...- I. : I" Ij L______~.1-----------~---J -, ~ ~. fT ........~:....~ l T .JlIQII: ELEVATIONS SHOWN AT ~ ~ CURB - GUnER f\DW ........1 ---- r------------. L I' ~ " I I " I I r II I _VL-~'-l:~J.!A!l-~~. :~-.J L -r------0J------ --~ ".. JI ~ ~ ~ n Q. ~I I~~ ~ I I".. I . 0 ~ ~~ If- - ~ 1 I....905.0J .o'} PT .c:::.. ;"! 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DESIClNED DRAWN PYW TKDA o 1 2 21ST AVENUE STFa:.t.1 AND STORM SEWER IMPROVEMENTS MINNESOTA 3 4 21ST AVENUE MAIN SlREET AND INlERSEC110N GRADES SHEET NOo 9 OF 13 SHEErS 12688-01 I HEREBY ClRIIFT 1IfAT THIS PlAN WAS PREPARED B\' lIE llR UNDER IIY DIRECI' SUPEJl\/IS1lIN AND 1IfAT I All A DULY LaNSED PRIlI'ESSIlIlI. ENllINEER lIGlER ~ aT 1IIE srA1E~ ~ . ~.. om ~ I) o!- P7.c. NIl. 233Bl TOL TZ. KING. DUVAll, ANDERSON AND ASSOCIATES INCORPORAlED SAINT PAUL.. IolINNESOTA CHECICED PMW ENGINEERS 0 ARCHllECTS 0 PLANNERS NO. DAlE BY 0ESatIP1I0N aT REVISIONS UNO LAKES 5 COIIIIISSIllIl NIl. -60 40 20 o 20 40 :t----1~ ~---:!:---t=sf I 1---1: -40 -20 0 20 40 :1 ~----~--;~ I I~---1: -40 -20 0 20 40 ~t----m-' -~---~Io - Rr I r----~~ -40 -20 0 20 40 :1----~.~-~----1 ~JEt t I ~ . 1--1: -40 -20 0 20 40 :I----=---i--:t;j~j:--I -~ 1----1: -40 -20 0 20 40 ,,:1lI ::~----i----i-----~----i---~---t----~ --- r----t----i:: -40 -20 0 20 40 ...F: ::~----I----l --~--~~~f.;t::--i -- r----t----i:: -40 -20 0 20 40 IDle ::t----~-----r----t----1 ~- ~----1----=f----t----~:: -40 -20 0 20 ---4&- IDle ::L----l----i ---I----~ ~~---t----j ~- t I:: -40 -20 0 20 40 :1 I 1 --+---J. ~~--+---~ [---+---]: I . J I I I I II I 8 ~I ~I NO. DAlE BY -40 -60 -40 DESmIP11DN OF REWlIDNS -20 5~OO o 20 40 -20 20 40 CIIECIlED PMW DES1lINED DRAWN I HEREBY CERIIFY TIIAT 1HIS PIAII WAS PREPARED PMW GUla rAII~ ':u~~~TIIAT ~ OF'Il!E~OF TKDA 60 ENGINEERS · ARCHllECTS · PLANNERS -60 -40 -20 o 20 40 60 -40 -20 o 20 40 -40 -20 0 20 21ST AVENUE TOl.TZ. KING, DUVALl., ANDERSON S ItcIZ I AND STORM SEWER IMPROVEMENlS AND ASSOCIAlES INCORPORATED . SAINT PAUl., MINNESOTA UNO LAKES MINNESOTA 40 60 21ST AVENUE Sta. 5+00 to Sta. 11+50 CROSS SECnONS SHEEr NO. 10 OF 13 SHEEIS _NO. 12888-01 ! J I I I I I II I 8 II ~a -60 -60 NO. DA 1E BY -40 -20 o 20 40 ~~-1 I tj~~'9i~=j I /1- I~ -40 -20 . 0 20 40 ~I ~ ~ la:O Htl-- I I~ -40 -20 0 20 40 :~----~-~~ I -40 -20 :1 --a----~ -40 -20 ~l:I l~O o ...lil 1jt o I ~ I J----~: 20 40 H I !----1: 20 40 :~----~ FI ~lt~ F: ~ I 1--1: -40 -20 -40 -20 -40 -20 o o 20 40 20 40 DESIllNED DRAWN PIIW GWG DESCRIP1ION OF REYlSIONS CHECICEIl PMW 20 40 TKDA 60 60 ENGINEERS · ARCHITECTS · PLANNERS TOlTZ, KING, DUVALL, ANDERSON AND ASSOCIA 1ES INCORPORATED SAINT PAUL. MINNESOTA 21ST AVENUE NlIII8 H:IUlJI8 t:IIJIIlI.6lV/I 8Z'IZlDl1 heI """* ... """* ... wr IIU. wr IIU. wr IIU. 5+00 0.00 0.00 0.00 0.00 0.00 0.00 8+&0 0.00 0.00 8+00 0.00 0.00 0.00 0.00 0.00 0.00 &+a.2l 0.00 0.00 0.00 0.00 0.00 0.00 8+&0 0.00 0.00 0.00 0.00 0.00 0.00 8+73.42 18U11 0.00 88.48 0.00 18.48 0.00 7+03 131.78 3.47 1ll8.tI 1.90 222.84 1.90 7+80 1&t.40 0JI8 2lllL18 3.llS 477.8t 5.43 7+74.88 173.41 CI.2II 182.22 CI.39 830.03 lI.82 8+00 14t.l1ll 0.00 148.118 0.13 778.81 5.88 8+14.48 188.83 0.18 313.38 0.18 1011.97 8.14 8+CIO 138.71 0.74 28lL34 0.78 13S2.3'J lI.82 8+47.72 144.87 0.48 211.3'1 1.os 1llO3.82 8.00 8+&0 Q.70 0.00 8.Q ll.O2 1812.89 8.02 8+1lIl.83 134.38 0.00 37.18 0.00 1848.78 8.02 10+00 130.11 D.84 1 lI8.81 0.70 1848.. 8.71 10+80 141Jl3 ll.O2 211.87 u.. 2OlI8.83 8.&0 11+00 131.37 1.28 2S2.22 1.18 UlIll.74 10.79 11+&0 13O.Ol 1.33 242.01 2.39 . 2SlI2.78 13.18 11+71.84 141.41 0.00 1119.77 0.54 2702.a3 13.72 11+81.28 138.12 0.00 48.41 0.00 2710.94 13.72 12+00 128.82 0.00 llO.84 0.00 2841. 13.72 12+&0 107.27 4.88 211U1 4.52 3057.78 18.23 188.24 4.&'1 32118.03 23.15 13+00 1l19.83 0.43 85.28 0.15 3341.29 23.30 1::Jt.19.011 134.34 0.00 78.90 0.00 3418.19 23.30 1::Jt.&o 0.00 0.00 0.00 0.00 3418.19 23.30 *I~ z.-4i+ _ - GS?'L. NORTHERN LIGHTS BOULEVARD c,<;" t 0 _ NlIII8 - ~ II'J1IIJI&S' b "7 <i( lIDS1f III8t """* ... Cr:rM. ... wr IIU. wr IIU. wr IIU. -0+33 0.00 0.00 48.34 0.00 48.34 0.00 0+00 78.84 0.00 183.77 5.08 23CL 11 5.08 0+&0 122.83 1.47 234JIS 1.11 484.. 13.18 1+00 ,.. 3.30 209. 2.40 Q4J12 18.89 1+39.34 157.38 0.00 57.3'1 D.2O 731.84 11.78 1+10 132.98 1.00 1+89.12 11U2 0.00 201.34 0.73 940.17 1ll.11O 2+00 131.41 0.00 57.83 0.00 997.80 1ll.11O 2+13 107. 1.119 57Jl8 D.38 1l1ll5.38 18.89 1l18.38 ~ 1213.72 18.17 2+10 123.44 2.32 22&78 3.89 1442.80 23.28 ::Jt.OO 123.84 1.87 75.13 D.89 1817.83 23.98 3+14.81 114.08 u.. 19D.90 D.58 t7D8.U 24.83 ::Jt.1O 137.22 0.00 ll3.lI9 0.00 18D2.12 24.113 ~.9O 148.19 0.00 177.14 0.00 1979.28 24.13 4+00 151J1l1 0.00 212.18 2.9S 2231.42 27.49 4+110 118.43 3.38 ,... 4.18 2397.30 31.84 4+9D.8I 98.42 2.84 18.71 D.411 2414.011 32.09 1+00 0.00 0.00 8+110 0.00 0.00 0.00 0.00 2414.Ol1 32.09 8+00 0.00 0.00 0.00 0.00 2414.05 32.09 8+110 0.00 0.00 0.00 0.00 2414.01 32.09 8+84.18 0.00 0.00 0.00 0.00 2414.Ol1 32.09 0.00 0.00 2414.Ol1 32.09 21ST AVENUE SIREET AND STORM SEWER IMPROVEMENTS UNO LAKES MINNESOTA 21ST AVENUE Sta. 11+71.84 to sta. 13+50 CROSS SECllONS SHEEr NO. 11 OF 13 SHEEtS ClIIIIIISSIIIII NIl. 12888-01 -60 -40 -20 o 20 40 60 -60 lI08 lI08 ---- -- --- --- 8D4 8D4 -...... -- 800 800 -40 -20 o 20 40 60 :t----1 -~- -+---l- ~~~ I r----t----j - ~- --~: -40 -20 0 20 40 60 :f----j ----~ -+---1 51 I t----f I --+---~: -40 -20 0 20 40 60 ~r l-- f t t9o.1 J ~-- f I --f --1~ -40 -20 0 20 40 60 :~ -- 1 f --I - ~ -:~ ~ r I ~- --j: -40 -20 0 20 40 60 :1----t----i--~t--1~o ~ f t ---1 - -I: -40 -20 0 20 40 60 :,---t---l R~~~1- Ef r - i-- +- -1: -40 -20 0 20 40 60 :~----t----i E - J~- R I -i- -+ /j: -40 -20 0 20 40 60 :~----t----I 8 :J~~ PE }---I-- ~ ---j: -40 -20 0 20 40 60 :t---t---f }9 Jrn r ---1- -1----1: . . . I I - I I I i t . J II I B ~I ~a NO. DAlE BY -60 -60 --<<9 -1M e It 4Ib 21ST AVENUE NOR'DiERN UGHlS BLVD. TOLlZ, KING, DUVALl. ANDERSON S1REET AND STORM SEWER IMPROVEMENlS Sta. -33 to Sta. 8+00 AND ASSOCIAlES INCORPORAlED CROSS SECnONS SAINT PAUl.. IIINNESOTA UNO LAKES MINNESOTA SHEET NO. 12 OF 13 SHEEJS M> COIIIIISSION NIl. IIES1GNI!D IIRAlIN I - CERIlFY 1IIo\T 1HJS PLAN WAS PREPARED TK D~ ....... ...... 8't lIE OR UNDER IIY II1REIlr SUPElMSIIIN AND 1IIo\T ...... -.. I All A DUI.Y I.ICENSED PIllIFlSSIlIIW. ENllIIIEER UNDER ~ IF 1IIE f1r1iIEOIF Ift'IIIESOTA CHECKED ~ \ot\ . ~ ~ PIIW ..m II. 'IINIll.EIl, P.E. DAlE I O~ uc. NIl. 233B1 ENGINEERS. ARCHITECTS . PLANNERS 12688-01 DESmD'llON OF REVISIONS . . ~ I I I I j t J II I I ~I ~i - n ?n 4n Rn _An _?n ?n Rn 92D 920 ". did ia iDliD 810 - 810 - -- --- ]---J---!---~ -Fl +--~ F--i--- [ - -- ~ - - - i , 900 800 I -40 -20 0 20 40 SO 80 -20 0 20 40 eo 80 4+ 73.56 2+50 -8 0 dd ~~ 920 55 920 ]----t----l-- ~----~ 1----+-- I I - ~----[ 810 - -- 810 - -- --- - - --- -20 0 20 40 eo 110 2+00 800 I 800 -40 -20 0 20 40 eo 80 4+50 ...it g; ii ] ~ --~----t I C~----t I ----~-- ~----f 810 - - --- 810 --- - - - - 800 800 -20 0 20 40 eo 80 -40 -20 0 20 40 eo 80 1+50 4+23.56= 13+19.09 .; il ] I ~ I --r+- -~----t----~- 1---[ ] -~ ---r---r---l r--~ I t--t---I I I: -20 0 20 40 so 110 -40 -20 0 20 40 eo eo 1+00 4+00 ii il ] ~ r----t----~-~ --J----~-- I I -f ] ~ I -r--r-- ~ I z:~-- ~ --+---f t----[ -20 0 2D 40 80 ---80 - -40 -20 0 20 40 80 80 0+50 3+50 al i~ J----~----C ]- - t I t --t=:i' r---+---j ---t --[ -- -20 0 -20 0 2D 40 80 80 0+00 3+00 -20 0 20 40 60 -40 -20 0 20 40 60 IlESIllNED DRAWN I IlEREBI' CERIIfY 1HAT 1HIS PINI WAS PREPARED TKDA 21ST AVENUE MAIN STREET COIIIIISSION NO. Sl' lIE OR UNIlER /If IlIRECI' SIJIlEIMSIDJI AND lHAT PIolW GMG I All A DULY LICENSED PRlIFESSIllNAL ENllIHEER S1REET AND S'TORM SEWER IMPROVEMENTS sta. 0+00 TO 4+73.56 WiH.~DF~ TOI.:rz. KING. DUVALl... ANDERSON CROSS SECllONS 12888-01 CHECICEIl AND ASSOCIAlES INCORPORATED PlIW IlI\TE ~ uc. NO. 23311'I ENGINEERS · ARCHITECTS · PLANNERS SAINT PAUl.. IlINNESOTA UNO LAKES MINNESOTA SHEEI' NO. 13' OF 13 SHEEJS NO. DAlE BY DESatiP1ION OF REVISICI'lS r .r r q r ' ' n r ~ r (: L( r C [' [, U - [/-' ~ ! U :1 1, <--. L L Water Tower Feasibility Report Centerville, Minnesota August, 2003 . . File No.616~03-130 ~ 11 ~ Bonestroo ~ Rosene -- ~ Anderllk &. 1 \11 Associates Engineers & Architects ~ ..- 1\11 Bonestroo Rosene Anderlik & Associates Bonestroo, Rosene, Ander/lk and Associates, Inc. Is an Affirmative Action/Equal Opportunity Employer and Employee Owned Principals: Otto G. Bonestroo, PE. . Marvin L. Sorvala. PE. . Glenn R. Cook. PE. . Robert G. Schunicht, PE. . Jerry A. Bourdon. PE. . Mark A. Hanson, PE. Senior Consultants: Robert W. Rosene. P.E. . Joseph C. Ander/ik, PE. . Richard E. Turner, PE. . Susan M. Eberlin. C.PA. Associate Principals: Keith A. Gordon, PE. . Robert R. Pfefferle, PE. . Richard W. Foster. PE. . David O. Loskota, PE. . Michael T. Rautmann. P.E. . Ted K. Field, PE. . Kenneth P Anderson. PE. . Mark R. Rolfs. PE. . David A. Bonestroo, M.B.A. . Sidney P Williamson, PE.. L.S. . Agnes M. Ring. M.B.A. . Allan Rick Schmidt, PE. . Thomas W. Peterson. PE. . James R. Maland, PE. . Miles B. Jensen, PE. . L. Phillip Gravel iii, PE. . Daniel J. Edgerton. PE. . Ismael Martinez. PE. . Thomas A. Syfko, PE. . Sheldon J. Johnson. Dale A. Grove, PE.' Thomas A. Roushar, PE. . Robert J. Devery. PE. Offices: St. Paul. St. Cloud. Rochester and Wlllmar. MN . Milwaukee, WI . Chicago. IL Webslte: www.bonestroo.com Engineers & Architects August 20, 2003 ! Honorable Mayor and City Council City of Centerville 1880 Main Street Centerville, MN 55038-9794 Re: Water Tower Feasibility Report Bonestroo File No. 616-03-130 Dear Mayor and City Council: Transmitted herewith is our feasibility report for the proposed 500,000 Gallon Water Tower improvement for the City of Centerville. The water tower is to be located on the Public Works site on the west side of 20th Avenue North, approximately 500 feet south of Main Street. This report recommends 500,000 gallons of elevated water storage at the site. The recommended high water elevation of the water tower is 1054.5. Three alternative types of water towers are evaluated in this report. Trunk water main size recommendations are also presented. Costs for the work outlined in this report have been compiled and are presented for consideration by the City Council. We would be pleased to meet with the City Council and Staff at any mutually convenient time to review the contents of this report. Respectfully submitted, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INe. R. Rolfs, P ~ I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of . nesota. Date: August 20, 2003 Reg. No. 16722 2335 West Highway 36 · St. Paul, MN 55113. 651-636-4600 · Fax: 651-636-1311 WATER TOWER FEASffiILITY REPORT FILE NO. 616-03-130 CENTERVILLE, MINNESOTA Terry Sweeney Mayor Linda Broussard-Vickers Council Member Mary Capra Council Member Tom Lee Council Member Jeff Paar Council Member Kim Moore-Sykes City Administrator Paul Palzer Public Works Director r i I ' I 1l (':; BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ENGINEERS AND ARCmTECTS ST. PAUL, NITNNESOTA TABLE OF CONTENTS Hydraulic Performance 18 Table No.3 - Fire Flow Modeling Results 20 Figure 2 - Existing Water Main System 24 Figure 3 - Ultimate Water Main System 25 Tank Freezing 26 Future Well Consideration 26 AESTHETIC CONSIDERATIONS 28 Style of Elevated Reservoir 28 Composite Tanks 29 Figure 4 - Fluted Column Water Tower 31 Figure 5 - Waterspheroid Water Tower 32 Figure 6 - Composite Water Tower 33 .\ Site Aesthetics 34 Figure 7 - December Sun Shadows 35 Figure 8 - June Sun Shadows 36 COST AND SCHEDULE 37 Table 4 - Estimated Tank Costs 37 0.5 MG Water Tower Cost Estimate 38 Scheduling 39 Potential Water Tower Schedule 39 Introduction and Recommendations Introduction This report reviews the expansion of Centerville' water system through the addition of a 500,000 gallon elevated water tower and trunk water mains. This tower is needed to adequately serve the City as it develops towards saturation and expands into the next decade. The tower is also needed to: · maintain an effective balance between supply and storage, 1:-', · increase and provide reliable fIre flow capabilities within the water distribution network, especially on the outer fringes of the City, · provide a stable hydraulic basis for the operation of the water system, and · maximize efficiency within the water distribution network with the adjacent water system in Uno Lakes. This report reviews the construction of a water tower on City owned property next to the City Public Works Facility on 20th Avenue. Three factors were involved in choosing the size and type of water tower to be constructed - cost, reliability, and system operation. These factors are reviewed in this report. The location of the existing storage site and proposed tower are shown on Figure 1. 1- - l Construction ohhis water tower is consistent with recommendations from the 1997 I -1, ~ ,/ Comprehensive Water Plan preparec.} by MSA Consul~ng Engineers. The 1997 Plan recommended a 400,000 gallon tower be constructed by the year 2000 to give the City a total storage of 500,000 gallons. This report verifIes the planned system expansion and recommends that a 500,000 gallon tower be constructed with the high water level raised 6.5 feet to match the water level of the City of Uno Lakes water system, and recommends that the City's existing water tower be removed from the system. The report also looks briefly at the expansion of supply to meet the anticipated future maximum day demand. r , , Water Tower Feasibility Report 5 Recommendations From an engineering standpoint, the work presented in this report is feasible. The water tower is necessary in the near future to serve the City. The Staff and Council will need to review and analyze the financial aspects of the proposed work. The following recommendations are offered for City Council consideration: ; 1. This report should be adopted as the official guide for the water tower described herein. This report should supplement the data contained in the 1997 Comprehensive Water Plan. ., ~ I 2. A 500,000 gallon water tower with a high water elevation of 1054.5 should be constructed. 3. At a minimum, bids should be received on fluted column and water spheroid water towers to allow a comparison based on as-bid costs. Additionally, the City could look at the composite style of tank, but this would likely cost more for this size of tank. A City Council decision regarding tank type will be required before awarding the contract. l I 4. The tower should be constructed on the existing City owned site at the Public Works Facility since it offers the lowest overall cost. The estimated total project costs for the water tower is between $1,000,000 and $1,100,000. 5. The water tower project will require approximately 18 months to complete. Project completion is required by July 2005. 6. Preparation of a wellhead protection plan in accordance with the rules should be considered. Planning for siting a new well should begin soon when maximum day demands get closer to the well supply firm capacity of 0.9 MOD (625 gpm). Before the well is to be drilled, the City needs to do an aquifer study to make sure the new well can be supported at the existing Well No.2 field. Water Tower Feasibility Report 6 r--'_ ,---/--' { ~ I I ~ I I Water Tower Size and Type Requirements Water Tower Sizing \ .,1 Sizing of the elevated water reservoir required a complete analysis of the Centerville water system. The 1997 analysis determined that a 400,000 gallon elevated tower should be constructed in the City in conjunction with the existing 100,000 gallon elevated tower. I, I ~ " ,- I I New and future home and business construction will cause a corresponding increase in water use. The existing 100,000 gallons of storage contained in the one elevated reservoir is not adequate to meet current water use and storage requirements. The 1997 analysis estimated that the saturated year 2020 would use about 0.93 million gallons per day (MGD) on a peak day and 0.34 MGD on average. Average daily water use in the City, however, has increased gradually since the 1997 report and is currently about 0.22 MGD. The real difference between the actual use and projected use is that the maximum day usage has peaked around 0.60 MGD over the last five years. :1 Even with the new data, we feel that the ultimate average day demand will be 0.53 MGD " with a corresponding maximum day demand of approximately 1.5 MGD. Based on the criteria of providing storage to meet 30% of the maximum demand, the required additional storage is 400,900 MG ~r if you consider removing the existing tower from the system, 500,000 MG. r~~', I' II Water Tower Feasibility Report 8 Type of Reservoir '\ I There are two types of water storage facilities possible at the proposed site - surface storage with booster pumps and gravity feed elevated reservoirs. There are three major factors to be considered when selecting the type of water storage facilities for Centerville - cost, reliability and system operation. Each of these factors is discussed in detail in the following paragraphs. \ ' I I . I : I Elevated Storage Elevated storage reservoirs consist of a tank. supported above the ground by a tower. The height of the tower depends on the system's high water level and on the ground elevation at the construction site. The height of water in the tank. provides pressure on the distribution system. Water flows by gravity out of the tank when the pressure in the system is low. The tank fills when the pressure in the distribution system is greater than the water level in the tank.. Elevated storage is a safe source of water during emergencies and power outages, since the water will flow by gravity to the point of demand. r An elevated water tower has the advantage of being virtually 100 percent reliable and easier to operate than a surface reservoir with booster pumps. The height of water in the tank. is always connected to the water system and the chances of anything happening to make this storage unavailable to the distribution system is very remote. I ' ~ Ground Storage and Booster Station A ground storage reservoir requires a booster station to pump water into the distribution system. The reservoir fills at night through a pressure reducing valve and relies on booster station pumps to provide pressure during the day. A ground storage reservoir with booster station has many mechanical components that can and will fail during the life of the structure. The booster station would be designed with multiple pumps and an emergency generator to help reduce the likelihood of a complete booster station failure, but the chances of booster station failures are still much higher than elevated tank. failure. Water Tower Feasibility Report 9 ( i (I l 1 ' i I ['i . \ 1 I ~ f -~ ! , ~'-.t " DEMAND ANALYSIS As mentioned previously, a water demand analysis was performed for the time period since 1997. This analysis was done to compare data used in the 1997 report to data that has been generated to date. Refer to Table No.1, which shows a comparison of the data for the last 6 years. It shows that the average day demands have tracked somewhat below the projected average day demands, and that the peak demands have also tracked below the projected peak demands. Peak demands are influenced primarily by new development and weather. We feel that the 1997 report contained inadequate projected flows for the Commercial and Industrial areas for demand projections in the ultimate system. The lack of Commercial and Industrial developments since 1997 could be the reason that the demands have tracked below the projected demands in the last few years. Large users and houses are expected to continue to increase demand considerably over the next few years, and if this expansion coincides with a hot, dry summer, then higher peak demands will begin to occur. For this reason, we do not concur the report data from the 1997 report can still be used and thus, the recommended inclusion of a 500,000 gallon water reservoir can be justified. Water Tower Feasibility Report 10 , \ l Table No.1 i ./ Centerville, MN Pumping Records Water Pumped (millions of gallons) Month 1997 1998 1999 2000 2001 2002 Januarv 1.890 2.197 2.733 3.942 7.879 4.599 February 1.687 2.111 2.663 3.454 6.279 4.348 March 1.918 3.012 3.222 3.610 6.892 3.824 April 2.159 3.058 3.291 3.999 3.857 4.389 May 2.852 4.289 4.057 8.658 5.718. 7.487 June 5.723 4.286 6.359 6.231 6.506 6.319 Julv 2.373 6.494 7.661 8.615 12.812 12.070 AUIDlst 3.622 4.309 6.325 11.667 11.269 7.205 September 3.015 6.940 5.650 6.825 6.934 6.842 October 2.721 8.466 4.496 8.364 5.329 5.099 November 2.077 3.058 4.191 3.755 4.088 3.979 December 2.429 3.038 3.579 9.341 4.137 5.049 Total (MGIYR) 32.466 51.258 54.227 78.461 81.700 71.210 Max Month 5.723 8.466 7.661 11.667 12.812 12.070 A VI! Month 2.706 4.272 4.519 6.538 6.808 5.934 Min Month 1.687 2.111 2.663 3.454 3.857 3.824 Max Day (MGD) 0.316 0.362 0.415 0.600 0.510 0.491 A VI! Day (MGD) 0.089 0.140 0.149 0.215 0.224 0.195 MaxIMin Dav Factor 3.55 2.58 2.79 2.79 2.28 2.52 Population Served 1,205 1,350 2,476 3,050 3,550 3,700 Per Capita Use 73.8 104.0 60.0 70.5 63.1 52.7 1997 Report Projections I Max Da~ (MGD) I A v~ Da (MGD) 0.8051 0.292 , I Water Tower Feasibility Report 11 t .; ~ r- I The model used in the 1997 report was updated to include all new trunk mains added to the system since the old report. Prior to this model upgrade, field hydrant flow tests were performed at three locations on portions of the City's water sytem. A hydrant was opened to create a demand on the system, the flow from the hydrant was determined, and the residual pressure for that flow rate was measured from a nearby downstream hydrant. This data was then compared with the model. Demands equal to the flows generated at the opened hydrants were incorporated into the model at the same locations. From this, a residual pressure was determined from the model. The following Table No.2 shows the comparison of the actual field test data and the model data in respect to both the static and residual pressures. Refer to Figure 1 for the locations of the nodes. Table No.2 - Pressure Comparisons I. :' , Street Static Pressures Residual Pressures Node Location Actual Model Actual Model J-96 Lakeland Circle 60-66 62.8 48 30.4 J-380 Beaver Pond Way 56-58 55.9 46 46.8 J-41O Deer Pass Drive 55 54.6 46 46.8 j ";.; i, . --, I I -ta-~~ \:- . I } - , As you can see from the data collected and generated in the above table, the pressures compare very favorably for two nodes but the residual pressure at Node J-96 (Lakeland Circle) did not. We cannot determine why the pressures for this node were better in the field than per the model. An extra looped water main that may have been missed or water main sizes shown too small would account for the extra pressure, but sizes and pipes were checked and confirmed by City staff. Another possible explanation to the residual pressures being higher in the field is that possibly one of the wells actually came on during the flow test which caused a greater reading in the field. The updated computer model is validated by the results of the actual field measurements for the other flow data. Water Tower Feasibility Report 12 Alternative Evaluation and Recommendation Using the evaluation criteria of cost, reliability, and system operation, we recommend constructing an elevated water tower at the Centerville Public Works site. , I Elevated storage offers more benefits to the overall water system for approximately the same life cycle cost as ground storage. Even with standby pumps and generators, a ground storage system is less reliable than elevated storage. Elevated reservoirs act as buffers on a water system to smooth the pressure fluctuations caused by pumps turning on and off. Perhaps the most significant consideration of water system operation is the fact that the system benefits the most from a reservoir by providing balanced pressure on the system and control for well pumping. This is the most important argument a!!ainst choosing the ground storage and booster station facility. Right now, the City has only one tank. Although the existing tank is still operational, repainting of the tank is needed and the cost to repaint are more than the cost of making the new tower 500,000 gallon capacity rather than 400,000 gallons. The old tank could be left unused and dry, as this would decrease corrosion. When maintenance is required on the new tank, the old tank could be disinfected and put back into service as a backup. However, with the interconnection to the Lino Lakes water system, the Centerville system could be fed from Lino Lakes during times when the new tower is out of service for maintenance or an emergency. Therefore, the existing 100,000 gallon tower could be demolished and removed if the City so chooses. The removal of the existing tower would take only a week or so of demolition construction and it is estimated to cost approximately $15,000 to remove. The new tower high water level is recommended to be raised 6.5 feet from the old tower to match the elevation of the Lino Lakes water towers. By raising the tower to match Lino Lakes water towers, the two systems will be compatible and can be used in conjunction effectively without loss of storage by either system. This raising of the tank, however, will make using the existing 100,000 gallon water tower and the proposed water tower in conjunction ineffective. r I I I \ . Water Tower Feasibility Report 13 J I i 1 , I c:, J ...-~ I ' c~i Site Analysis General The 1997 Comprehensive Water Plan recommended a location of the water tower near City Hall. Sufficient room for a tower is not available at this site, so alternate locations were evaluated. In the initial phases of this report, both the City Public Works site and the Cedar Street County Park site were evaluated as shown on Figure 2. Discussions were held with City CounciVStaff and the Cedar Street County Site was eliminated due to the extra cost it would take to purchase the property from the County and its location in the extreme southeast comer of the City. Soils Investigation One of the most important site design considerations for an elevated storage reservoir is the allowable soil bearing capacity. This capacity directly impacts the foundation design and total project cost. Because the site selection was essentially concentrated at one location, it was decided to perform the normal "design phase" soil borings during this report phase. The soil borings that are typically performed during the design phase for an elevated water reservoir consist of three standard penetration test borings. Normally, two of the test borings are taken to a depth of approximately 40-50 feet and the third boring is taken to a deeper depth in the event that a deep foundation system must be utilized. Ideally, an elevated tank rests on a shallow foundation. This shallow foundation consists of a vertical ring wall section supported on top of a wider spread footing foundation. Under this arrangement, it us desirable to have the inlet/outlet pipe protrude through the vertical ringwall portion of the foundation at seven feet of cover. This typically means that the bottom of the spread footing is 13-14 feet below grade. The standard penetration borings show that the primary geological deposit at the site is a glacially deposited till. Till soils generally include classifications of sandy lean clay, clay Water Tower Feasibility Report 14 sand, and silty sand. Alluvial soils have been deposited above the till. Some mixed till soils and topsoil also appear above the Till, very likely as fill. Normally, a glacial till can provide adequate support for an elevated tank of this size. That is, Till can normally provide a bearing capacity of 3,000 psf with a total settlement of 1" and a differential settlement of approximately Y2". These are acceptable soil properties for an elevated water tank foundation. However, based on the laboratory consolidation testing that was done on the standard penetration boring test samples, the data suggests that this particular (glacial) Till has been significantly over-consolidated by the glaciers as they retreated. Based on the laboratory testing, the total settlement was judged to be on the order of 5". Also based on this testing, the differential settlement was anticipated to be on the order of 2 Yz". The differential settlement value is completely unacceptable for an elevated water tower. Beneath the (glacial) Till, the deep boring encountered Dolostone, which appears to be part of the Shakopee formation. The Dolostone was somewhat weathered and could be a gravity deposited rock, but bedrock maps published by the Minnesota Geological Survey indicate that contact with bedrock should be in the vicinity of the depth that the boring indicated. --, , \ Because the standard penetration borings forced us to conclude that we had unacceptable settlement values, the use of one day's work of an electric cone penatrometer (CPT) was authorized. This allowed the data to include six additional tests to a depth of approximately 45 feet. The goal of the CPT use was to quantify the apparent uniformity of the soft soil in the hope of reducing both the total settlement prediction and more importantly the differential settlement prediction. The results of the CPT testing did, in fact, show that the glacial till at the anticipated foundation depth was in fact very uniform. However, it also verified that it was significantly over consolidated. The total settlement prediction was reduced from 5" to only 4" and the differential settlement prediction was reduced from 2 Y2" to approximately I". Unfortunately, even I" of differential settlement is more than the elevated tank manufacturers will allow. -' Therefore, it does not appear possible to support the elevated tank on a spread footing foundation. It is recommended that the tank be supported on a deep foundation, or more specifically an end bearing pile foundation. This site is conducive to a reasonable length pile Water Tower Feasibility Report 15 ( , I c"'> I t, 'cc ",-~ foundation with bearing. The presence of the bedrock means that the piles can be driven to refusal into the bedrock and can achieve a 100 ton capacity with a high degree of certainty. The piles will be either concrete filled pipe piles or H-piles. The exact pile configuration and type will be determined during the design phase of the project. There is an additional advantage to the pile foundation in that the ringwall portion of the foundation will extend to only 6-7 feet below grade. It is anticipated that this excavation will be reasonably dry. The inlet/outlet fill pipe will then go just below this ringwall foundation between two of the piles. If the spread footing were to be considered at a 13-14 foot depth, it is anticipated that significantly dewatering costs would be encountered. Site Size Requirements The minimum area normally required for maintaining an elevated water tower of this size is approximately 250' x 250'. During construction of the tank, an additional100-foot construction easement is desirable on at least 2 sides (a 350' x 350' square site). This gives the contractor room to centrally store excavation materials and fabricated steel plates around the tower. This site is approximately 150 feet wide by 300 feet long. Additional space for construction equipment and material storage will be necessary either south or east of the tank site. Future maintenance on the tower, such as repainting would also require either additional space or extra care in containment. Site Access ~.. Site access is required for tank maintenance and storage inside the tank structure. The existing Public Works driveway will provide an excellent access point for the tower, and eliminate the need for a permit from Anoka County. Paving of the lot for parking and for public works use has been included in the cost estimates for the proposed tower project. r.~r I i j ; Water Tower Feasibility Report 16 Elevations The high water elevation of the proposed elevated water reservoir should be rasied 6.5 feet above the high water level of the existing tower, to an elevation of 1054.5. This elevation will provide satisfactory pressures in the City and will match the high water level of the Uno Lakes elevated tower system that is interconnected to Centerville's system. The approximate top of the foundation at the base of the reservoir will be approximately 906.0. Therefore, the height to the high water level of the water tower is 148.5 feet. ,"'.. I Trunk Water Mains A short trunk water main from existing piping to the new tower site is required in order to connect the proposed tower to the trunk distribution system. The 10" and 12" trunk water mains along 20th A venue will provide a convenient connection to the existing system and is sized accordingly. A few water services to customers may need to be temporarily discontinued during the connection to the tower. Telemetry The existing telemetry system uses a dedicated phone line from the existing tower and well to a City Hall master system and dialer. Upgrading of the telemetry system should be evaluated at the time of the tower design. A new radio master telemetry system could be centrally located at the Public Works building next to the new tower. The new tower and the wells could be equipped with antennas to s~nd radio signals to the master system. The telemetry system could also be updated to receive signals from all of the lift stations for monitoring and record keeping purposes. The entire radio telemetry system would allow easy monitoring or all systems in the City without relying on a telephone company for service and the radio system would eliminate the monthly charges imposed for the use of the dedicated lines and phone service. Costs for upgrading and updating the telemetry system have not been included in the cost estimate for the new tower. /', Water Tower Feasibility Report 17 "" \_- Other Engineering Considerations ~c ' I {. I , ..."' :-" , ' I , r I -- ,-.> , \' r Altitude Valves Altitude control valves are essential features of any water system that contains multiple water storage reservoirs. Altitude control valves sense the pressure at the valve, which directly corresponds to the level of the water in the tower. Since hydraulic grade lines between supply and storage facilities are never exactly the same, there needs to be some method of allowing for these differences without overflowing either of the towers on the system. By properly setting the altitude control valves, the furthest towers from the supply points can be filled without overflowing the closer towers. For this reason, we propose to install an altitude valve system at the existing elevated water tower if Centerville decides not to remove the tower from the system. This assures that the new tower can be filled without overflowing the lower existing tower. Considerations for the configuration of the altitude valves will be required due to available space and the actual configuration of influent and effluent water mains from the existing elevated tank. Altitude valves are a significant source of water system maintenance and operator time. The ability to avoid the addition of an altitude valve by removing the existing 100,000 gallon tank from service is another reason that this was recommended. Hydraulic Performance A hydraulic analysis was performed to make s~ that the results of the 1997 Comprehensive Water Plan were still valid with respect to this elevated tower and to check interim performance conditions. Concerns over the availability of flows for fire for the City were analyzed. An analysis from the old system was updated and compared with field measurements as shown earlier in this report. Fire flow analysis of the existing system does currently meet most requirements, but the addition of this tank and the looping of dead end water mains will improve the reliability of water for fighting fires in the City. Water Tower Feasibility Report 18 Existing areas of concern include: Houle Circle (Node J-29), Grange View (Node J-32), Lamotte Drive (Node J-350), Clear Ridge (Node J-34), Lakeland Circle and Mount Court. These areas contain six inch water mains or are located on dead end streets, which causes existing fire flows to be just under the 1,000 gpm fire flow requirement. --., The new tower being 6.5 feet higher will help improve the Houle Circle, Grange View and Clear Ridge deficiencies. However, only increasing the existing main sizes or looping of the dead ends will make these areas surpass 1,000 gpm. " ! I The scheduled Peltier Lake Drive water main loop this year will increase the Lakeland Circle and Mound Court fire flows by over 400 gpm for a total over 1,400 gpm. Completing the Peltier Lake Drive wa~er main loop all the way to node J-385 on CSAH 14 will increase the flow over 600 gpm and put the fire flow around 1,675 gpm. Both of these increases are without the new tower. Completing an 8" water main loop to the MCES lift station via Lamotte Drive and Heritage Street, will increase the MCES area in the ultimate system by 1,800 gpm for a total available fire flow over 2,500 gpm. The new tower and mains to the east side Commercia1lIndustrial areas will provide fire flows just over 3,500 gpm when entirely interconnected with the IDtimate System. The available fire flow for the dead end 8" main to node J-28 on 21st Avenue is only 1,422 gpm. Looping that system to node J-I04 on 20th Avenue will increase the fire flow to above 2,500 gpm. "'-, Refer to Table No. 3 below for a model comparison of the existing sytem fire flows to the ultimate system fire flows. Refer to Figure No.2 and Figure No.3 for the existing and ultimate modeling node locations. 19 Water Tower Feasibility Report Ultimate Existing Available Available Node Fire Flow (gpm) Fire Flow (gpm) Notes: J-37 1,892 2,891 J-38 1,051 3,692 J-39 1,740 3,882 J-40 3,034 3,946 1-41 1,114 1,173 1-42 3,762 6,123 1-43 3,066 5,941 J-44 2,905 5,421 J-50 3,940 6,174 J-51 1,554 1,709 ~ J-52 1,809 2,020 J-53 1,405 1,522 J-54 3,713 6,064 J-55 3,898 6,483 1-56 3,564 5,922 J-57 3,211 4,109 J-58 2,387 2,742 J-59 2,304 2,615 J-60 3,309 4,475 J-61 2,054 2,295 1-62 1,844 2,014 J-63 2,061 2,835 1-64 2,066 2,479 J-65 3,656 6,459 1-66 3,398 6,064 .r J-67 3,350 5,015 1-68 3,151 5,042 J-69 2,646 5,722 J-70 3,263 6,134 1-71 3,313 5,042 J-72 2,333 6,320 J-73 2,527 5,974 J-74 1,161 1,353 J-75 3,096 6,011 J-76 3,032 6,140 J-77 1,577 1,843 J-78 2,205 4,981 J-79 1,999 2,268 Water Tower Feasibility Report 21 ' I Ultimate Existing Available Available Node Fire Flow (gpm) Fire Flow (gpm) Notes: \ I 1-80 3,425 5,018 { '\ 1-81 2,851 3,678 ! 1-82 2,671 4,538 1-83 2,106 2,837 1-84 2,29'8 3,988 1-85 1,910 2,699 1-89 1,661 3,234 1-92 1,467 2,925 1-93 1,231 2,702 1-94 1,163 2,686 1-95 1,072 2,734 1-96 952 2,235 \~ ' 1-98 1,041 2,694 1-103 4,108 6,740 1-104 3,314 9,085 1-105 2,850 7,217 1-106 2,405 5,671 1-107 3,571 6,209 1-108 2,940 5,023 ! ( 1-109 3,502 I 1-305 2,485 6,161 1-310 2,518 6,226 1-315 2,502 6,292 1-320 2,472 6,280 J-325 2,395 6,292 1-330 2,255 6,059 1-335 2,208 5,596 1-340 2,653 4,488 1-345 2,498 4,892 1-350 740 2,741 Existing Dead End 6" Main 1-355 2,041 6,383 I 1-360 1,801 4,897 I 1-365 1,985 6,426 I 1-370 1,804 5,041 i '" 1-375 5,173 1,779 1-380 1,412 3,262 - 1-385 1,048 2,455 1-390 1 ,043 2,308 Water Tower Feasibility Report 22 Node J-395 J -400 J-405 J-4lO J-415 J-420 J-5oo J-505 J-51O J-515 J-520 J-525 J-530 J-535 J-540 J-545 J-550 J-555 J-560 J-565 J-570 J-575 J-580 J-585 J-590 J-595 J-600 J-605 J -610 J-620 J-625 J-630 J-635 J -640 J-645 J -650 Existing Available Fire Flow (gpm) 1,025 1,008 2,339 1,478 1,340 1,666 Ultimate Available Fire Flow (gpm) Notes: 2,158 2,038 2,769 1,586 3,272 4,166 3,310 2,780 3,030 2,877 2,371 10,000 4,043 6,545 4,772 3,466 6,243 6,269 6,514 6,593 6,638 6,781 4,949 3,636 2,860 2,854 3,386 6,185 5,770 5,600 6,118 5,776 4,617 4,779 6,577 5,165 ..,.- Water Tower Feasibility Report 23 I j I. " ---~. ------ [""'- .1 I I I I I I 1 -I I I I I I I 1 I ..... -----4~-_:.. I ,.,... "<;. ~ ... -:. \ \ .. \ \ '1 \ .,.' '" :V,.jA'fOJ EXISTING & FUTURE WATER MAIN SYSTEM "'\ ~ ... ...... FIGURE NO. 1 WATER PLAN UPDATE LEGEND -...- -...- CIllIIJlPl'lll -...- _PIPEIl b\l11\1l8llJl3J\<Iad\4W9V1PoIlo. 1'" 7/'Q~ J. '1illl i Iii f8 ~ I ~ ~ i --l-- I I , I, :1 :=1 -'- 'I -fI' _ -I I 11';;-----:--:- "Il;;:f'~~!:.- N t! .(1. Bonestroo ~ Rosene G Anderlik & ,\I, Associates /:nginDfHs & ArmitocIs r 0".- \ 0" .. 0" 0" :.~ -=--- ~ ~~. r Ire- B ! 0" ~'--..... ~.~. 0" ---:-~ =- - ~ '~~,~~--. -'-i= - 10" - ~-~~~.~ -s --,'.~ - 0" .~'~---~ 'I I &'~ I I I ---1 ~_I I I I I II - I~ -; I 8l I ~I I 0"._ I I 10" Ie" /IJ , I 11t' I 10" i- - ,~ lit' it 1 1lt'- ~ - I ~- _I a l ! ~1J1iIEII' ~ 1~_ I r -- - Eic.liit'8rWnn8Ct I I with Uno l.al<es I 1 -j I I I - -- --- -J_ -ii- -~- a , 11t'/ 1lt' ~ ~ - ! ~ - --'-- 10" ~~- -Proposed ~.ooo 10" 'GGJ Tower Ie" Proposed < Well No. J 1lt' Gl>na,~' It' ~ ~ 0" o z . ; ij . ---t ~ 0" .....It. I I I I 0"1 I I PnOn. I T__ Lttoatlon ~-~- p~ 1,--------- I I 1 I I 1 I I I I I I I I I I I r ?- I I ' , f = ~ ... ...... I1o.0o '._-=-~~ '" ~ .~ '\ ~ \ 'l. \, \ I ",,,, J-3'I!O I~-p;:..f~~-- -. P-4OO J-38Il- , - ..,/' ,;pi_rEf) ------- ------ FIGURE NO. 2 WA TER PLAN UPDATE EXISTING SYSTEM Color Coding LelJend link: DIameter (In) - <= 6 - <= 8 ~ <= 10 <= 12 - <= 16 Color Coding Legend Node: Available Fire Flow (gpm) . <= ',000.00 . <= 2,000.00 . <= 3,500.00 . <= 5,000.00 _\Il8\t1_\aad\doog~..-g 7/a/D L ,:0.;.; , .,S . . iiH i J II IE ~ \ Il' l? ~'S J!la Bonestroo -=- Rosene ~ IInderlik & ,\I, Associates Eng!nems & An:hitects ~ '. ,- :"'-""''''''''- g _I ", _ =--f'ELtlfR ~~ . ~ . - K - -, -' a -1- '" 'f '0 ~ ---'-~--- I I I I -------j I I b r- I rr -- I~ ~ ci z > i . ---I'- ~ ~ . ~ ~ ....62 J-89 P-I08 ~ .... ...... --=i -- ~," -'-- ~ -",.... ,~ -"-, ' . ~, ~ -~~~~~=J-~ ,', " ~ P-6 P-$4.,' P-55 p- ~--:;-, .~. c.' l_, -- ....lIll ----p:; J-ll ~6 ....68 ....IOJ ~ '_L_ -=1 · f---'~f~ , I; . -; - _ .~e,_ - ~ 7 .' .;-~-~~;---- P-7 P-ll2 --. P-6lI .- ":70i --I .. _--:--=-~ -- S1'RtZT .Fol> _.- 11 g I -J ....za I' J-_ I I 1 I ~1>JD,"f7 I Ji-l04 n..,. "'OQ '-"'I>JD, 1 ....1 I I I I I I r I I 1 I I I --.- --=-- -~ _ ] - - . ----- _._~-~-~ ~ l' I~- I - - - I 1 I I I I I I- I. I~- I P-43O I I I I I 1 I I I I I 1- -L P-310 _ J-310 -=-=--CENTER--S7REE1--~ - ~,- r:: --- I -~ _R - ( I - - ...... '" ,Q 1 Q ~ R ....1011 '.....nDT .t-42D -- -,- i :+.:.-=- i i i ~_./' J-38Il" - P-202 " ~I- -=1 z '" /.. I -I ~ -t-- I ~.- I I I -l 1 I I -__J ....106', ~ ~- p~ i ~ r~ r- I ' (-, J I ,#"" ~ vJ<,1FfJ ..", -- - ----- - _._~ ----- - - .E~_-_ """" '" ';. ~ \ ~ \. ~ \. <l. \ \ P-4CIll ..... 12" fi' 4>~'7 ~'S I p;...g - ....Z4 --- ------ ~--~ -------------------- ~ '" "'... FIGURE NO. 3 WA TER PLAN UPDA TE ULTIMATE SYSTEM LEGEND PRlII'OSID __ EIISlIi8 __ ClUIEIlPlPlll EIISlIi8 __ IlDER PIPIll Color Coding Legend Node: Available Fire Flow (gpm) . . . . ~\1Il8\lll_3O\aaoI\dwg~... ,..5 ,iSn 8 Ii 1-'-------- I I I I I I I I [ I I I I I I I I 7/ZS/ISS <= <= <= <= 1,000.00 2,000.00 3,500.00 10,000.00 ~ Bones/roo ,qosene II IInderlik & 1\J1 Associates EnqlnefN~" ~ /lJchtllJCtS ~ . .. ~ DCAfD1 _I~/ZZI -~ ---! P- iG" .hl04 p..,711 ~..12- =- p;.7III- 12'- .H48 :'r7lO - ~ E II pl 12"11 ~ i .....1I7lI JI-.o&lQ '0 "'1 -~ I J-ICIlI P-ZQ6 12' > -Q- :=1 .. /' .I-all8 ~roposed ~ p-rsJIG1 No. 3 ~ 12" I I I I I I I I _1 ~ .I-8lIO - -;' ~ - I- I J-l08 P-84O 12' ~ -- r--- I I I -1 I I I -__J ! ....1180 I I I I I -----1 I I ~ g ~ . ~ a r -- ~ ~ ~ ~ J-2B P-lI8O r .......~ "'"....."'00 P-lI8O 12' I I..... I I P-Mll r I J-42ll P-I7O 1....___ ~ .. ----- r ~~~- - .-- ~~ Tank Freezing r A concern that should be noted for any style or type of tank is the possibility that a tank may have ice formations during extended cold winter days. The freezing of a tank could be threatening to both the tank and the availability of water to the system for fire fighting. For this reason, we recommend that during the cold winter months, the water level in the tower be lowered, and that the bounce be increased to allow warmer water to mix with the colder water. Additionally, it is recommended that a submersible mixer be installed in the tank to help circulate water and thus reducing ice buildups. Future Well Consideration '1 : Water supply for a City should have a total well firm capacity equal to 100% of the maximum day demand. Total firm capacity is defined as the capacity available with the largest well out of service. The ultimate system will require a firm capacity for Centerville of about 1.5 MGD or 1,040 GPM. Peak. hourly demands are supplied by storage on the system. I One well will be required to meet the required ultimate total production capacity of 1.5 MGD. Centerville's current firm capacity is near 625 GPM, this is the capacity of Well No. 1. Well No.2 has a capacity of approximately 650 GPM. The current maximum day demand in Centerville is near 0.6 MGD or 420 GPM, which has nearly doubled in the last 5- 10 years. Therefore, the City should consider construction of a new well in the near future. -1 I Two current options exist for placement of the new well and should be considered when designing and evaluations are made in the future. The following are the two options to be considered and their advantages or disadvantages. Option 1 - Locate the future well along 20th A venue. The advantage of placing the new well along 20th A venue is that placement of the well around this location will mean that the well is on a separate power grid system from the other two wells. The other two wells are located on the Excel Energy system and placement of the new well along 20th A venue will Water Tower Feasibility Report 26 put the well on the Anoka County Electrical system. Having the well on a different power source will give the City a higher likelihood that at least one well may maintain normal electric power during power outage situations. Option 2 - Locate the future well at the Well No.2 site. The advantage of placing the new well on the existing Well No.2 site is the cost savings of not having to acquire and purchase a new site. Before the new well is drilled, the City should plan to do an aquifer study. This study will help determine if the future well is feasible and that additional water is available at the existing sites. This will also be a good time to search for a new well site along 20th A venue for preparations for land acquisition can begin. I 27 Water Tower Feasibility Report 1 : f 'I " \ I --r { , { I Aesthetic Considerations Style of Elevated Reservoir Three alternate types of water towers are presented in this report. The alternates include a fluted column tank, a water spheroid, and a composite tower. These types of water towers are available in a 500,OOO-gallon size, from at least four independent water storage manufacturers for the steel tanks and two independent water . storage manufacturers for the composite tank. Drawings of the alternates are presented on Figures 4 through Figure 6. The fluted column tank and the water spheroid style tanks have been available for many years and are common in the industry. The composite style tank is a more recent addition and is less common. For this reason, the composite style tank is discussed in more detail. A 500,000 gallon fluted column water tower consists of a 57-foot diameter storage tank supported by a single fluted column. The column is approximately 30 feet in diameter and contains the riser pipe connection to the storage tank. A garage door could be installed in the column to allow access and would provide approximately 700 square feet of storage area. A garage door adds approximately $18,000 to the cost of the tank. A fluted column tower is shown on Figure 4. The water spheroid tower has a tubular support pedestal, flared out at the top and bottom. The water storage portion of the tower is approximately 56 feet in diameter. The lower flared portion of the support pedestal would be approximately 24 feet in diameter. Like the fluted column tower, the water spheroid could be designed with a double door. This would provide approximately 450 square feet of storage area; however, the sides slope inward quickly, so the storage area is not as usable as witli the other styles of tanks. Due to the design of this style tank, a garage door is not available on this style of tank.. A water spheroid tank is shown on Figure 5. The composite style tank consists of a concrete support column and a steel water storage portion. The concrete support column is approximately 28 feet in diameter and contains the riser pipe connection to the storage tank. The steel water storage portion is approximately Water Tower Feasibility Report 28 50 feet in diameter. An overhead door and condensate ceiling could be installed in the column to allow truck access and would provide approximately 615 square feet of storage area. The composite tank is shown on Figure 6. t Composite Tanks The composite style tank support pedestal material is changed from a steel pll;lte material to a reinforced concrete material. The main reason that concrete is used instead of steel is that the pedestal portion of an elevated tank is really a large compression member and concrete is a good material for resisting compressive loads. The water holding compartment is primarily a shell in tension that must contain water without leaking. Steel performs very well in tension, and welded seams make for very leak proof jointing. The overall intent of a composite tank is to use materials of construction that are best suited for the particular task that they are being asked to perform. The capital cost of a composite tank should be higher than the steel tanks. This will be discussed in the cost estimate section of this report. One of the promoted advantages of a composite tanks is that the maintenance costs (Le. painting costs) of the tank are less than all steel tanks because the concrete pedestal does not need to be painted. This mayor may not be true. In the rawest sense, the City could have an elevated tank with a plain concrete pedestal in which case the maintenance costs would be lower. But, from an aesthetic point of view a plain concrete pedestal with a painted steel water compartment in certain colors may not be very pleasing. Therefore, it is felt that the concrete pedestal may need to be painted or receive some other surface treatment in order to be aesthetically pleasing and to be comparable with the steel tanks. With this premise, the maintenance cost savings issue tends to be reduced substantially. There would still be some savings, as the interior dry portion of the composite tank could be left unpainted. This would result in an approximate savings of $60,000 every time this portion of the tank had to be painted. The interior dry portion of the tank is also the least severe exposure and it is safe to say that this area is typically painted only every other time that the tank is repainted. Assuming a 15-year general paint life, this means that the interior dry portion of the tank gets painted once very Water Tower Feasibility Report 29 30 years. At an effective rate of return (interest rate minus inflation rate) of 4%, this yields a present worth of approximately $26,000 over a 100 year life of the structure. This value is relatively small in comparison to the overall value of the tank. The last point to be made about composite tanks is the status of any standards governing the design of these styles of tanks. The A WW A (American Waterworks Association) has been the body that is primarily responsible for setting standards for the elevated tank industry. 1 : The A WW A is currently generating a standard for this relatively new style of tank. A Standard does not guarantee the success of an elevated tank; that responsibility rests on the builder and the engineer. A Standard does set a minimum design criteria to be used and - ensures that all tank manufacturers are designing to these same minimum criteria. The A WW A standard tends to be conservative, but this is an area which conservatism is justified due to the working difficulties involved with actually constructing these tanks and to the catastrophic consequences of failure. Steel tanks constructed since, and in conformance to the A WW A D-lOO Standard, have had an excellent success rate. For these reasons, it is recommended that bids not be received on the composite style of water tank for this project. Water Tower Feasibility Report 30 ~ ~ ELEV. 1054.5 HIGH WATER UNE CENTERVILLE N I") ~ / ELEV. 1022.5 LOW WATER UNE - - . 10 I io v .... ELEV. 906.0 I' 57' -0" -I I. 30' .1 TOP OF FOOTING FLUTED COLUMN WATER TOWER .11. Bonestroo ~ Rosene 8 Anderlik & . \J' Associa tes CENTERVILLE, MINNESOTA FIGURE 4 500,000 GALLON WATER STORAGE FACILITY 61 603130RO 1.DWG JULY 2003 COMM. 616-03-130 56' , I I 'I I' ELEV. 1054.5 HIGH WATER UNE CENTERVILLE . to I ~ I") ELEV. 1017.0 LOW WATER UNE 10' . to I ~ .... m ..... I, 23.5' I I ELEV. 906.0 TOP OF FOOTING WATERSPHEROID WATER TOWER a Bonestroo Rosene G Anderlik & 1\l1Associates CENTERVILLE, MINNESOTA FIGURE 5 500,000 GALLON WATER STORAGE FACILITY 61603130R01.DWG JULY 2003 COMM. 616-03-130 50' 'f{}IIIIIIII',\\'{\ -I ELEV. 1054.5 HIGH WATER UNE ELEV. 1017.0 LOW WATER UNE ELEV. 906.0 28' TOP OF FOOTING COMPOSITE WATER TOWER D co I r-.. I"') CENTERVILLE, MINNESOTA FIGURE 6 500,000 GALLON WATER STORAGE FACITILY 61603130R02.DWG JULY 2003 COMM. 616-03-130 " .I D co I ix:l ~ - , I I I J[Jj Bonestroo Rosene 8 Ander.ik " 1 \J 1 Associates Site Aesthetics Figures 7 and 8 shows the proposed water tower location per lot dimensions. Although the tower cannot be hidden from view, several methods will make the tower blend with the surrounding property. These methods include landscaping and screening, ornamental designs and painting schemes. The amount of landscaping and screening desired depends on an aesthetic value judgement made by the adjoining property owners. No attempt has been made in this report to estimate these potential costs. Shadows cast by the proposed water tower have been analyzed and are summarized on Figures 7 and 8. As shown, shadows will periodically cover some of the adjacent residential properties and businesses. The longest shadows occur during the winter months when the sun achieves the least altitude above the horizon. Note that the longest shadows are cast in the early morning and late evening when the intensity of the shadows is diminished and therefore less noticeable. 1" - I I \: t I ~ Water Tower Feasibility Report 34 2 13 MAIN STREET " , 20'" , ., 3 , I- , "< , , 0 , 19 0 0 3; 18 Z 0 l- I- 17 0 U 16 " , DECEMBER SUN SHADOW 1 o 10...- 100 C.S.A.H. NO. 14 ..-- N o z I <( (f) U Scale in feet 200 ~ ~~ ~ ~ ~ ~ ~ ~ ~~.,---- ~~ ./ ......---- ~ ..' ~ .'..- ~ . ~~ ~ ~ ~ ~ ~ ~ , ~ ~ ~~ , ~ ~ ...,~ ~~~~ ~ ,,~~ ~~~~ ~ 2 3 . . , . .' : . , , . , . .. : . . . . . . . . .' .. . , : .. . . . , . . , , : " l: /i /~/ // r \ /-, \ \ I I \ \ I \ \ ,,-, " I 2\ \ (l I I \ \ 121 ,',' 101 I I \/\ 101 '~' \ 0 \ I 2 I I n~ I \~\ I I ,'c\jl / \ ~ \ I I ~" " \\ \ II I I I ~~ <>~ \. , \ I I I " ~ bc""~; , ..0' \ \ I I' I ~~ ,,~ ',\J.L1 ' " v' I~~ ,,~ ''::'7,,1 ~ 1\" I- ~~ ~, 1\ II ~~ ~" , \ '~ \ I L~ I ~ \ I'^~I" I ~~ \ ~ I ~ " \ 01 I ~~ ,\ I~ " ... CENTERVILLE, MINNESOTA WATER TOWER WATER STUDY SUNSHADOWS.DWG DATE: July, 2003 FIGURE 7 COMM: 61603130 JL]j Bonestroo Rosene U Anderlik & . \J. Associates EngIneers & Architects ...... ...... - 6 ...- ..................... 'PM..................... ...................... --" ................. I'" ..- ............-----' .... . . . , : " i ... . . . . . . . . . . . . . . . . -. _'''__. ._"_._._,._.. --__. _ __.._._._.._.__ .____._. ~ _____.__.....0....-.._.___.___.. ____~. __.._..___....... MAIN STREET 20 f- U 3 2 f 19 4 JUNE SUN SHADOW o 100 200 ~ Scale in feet C.S.A.H. NO. 14 ..-- C'\J 0 z :r <( (f) U 2 --'I 4PM / --- --...... 3 J[]J Bonestroo Rosene 8 Anderlik & . \J' Associates Engineers & Architects CENTERVILLE. MINNESOTA WATER TOWER WATER STUDY FIGURE 8 SUNSHADOWS.DWG DATE: July, 2003 COMM: 61603130 Cost Estimates It is recommended that the City receive bids on whichever style of steel water tower the community opinion is strongly in favor of. It would be possible to bid more than one style of tanle Bids would be received for major options such as a truck door, a condensate ceiling and a concrete floor. These alternatives should provide informative water tower bid costs for the City Council to consider. After receiving the bids, the Council and Staff will need to evaluate the functional, financial, and aesthetic value of the water tower alternatives. Table 4. Estimated Tank Costs (500,000 Gallon) Tank 20% Eng.. Legal. Total Tvpe Costs Admin.. Etc. Cost Spheroid $840,000 $168,000 $1,008,000 Fluted Column $855,000 $173,000 $1,028,000 Composite $905,000 $181,000 $1,086,000 Water Tower Feasibility Report 37 500,000 Gallon Water Tower Cost Estimate Water Fluted Composite Spheroid Column Tower - Foundation, Fabrication, $710,000 $735,000 $775,000 Erection, Painting Site Work - Water Main, Access 90,000 90,000 90,000 Driveway, Pave Parking Lot Electrical and Controls 40,000 40,000 40,000 Total Estimated Construction 840,000 865,000 905,000 20% Engineering, Legal, 168,000 173,000 181.000 Administrati ve Total Estimated Cost Sl,008,-0~m $!!:038,00O, $1.086,000 Options available on Fluted Column Tower and Composite style towers. Double Pedestrian Door $5,000 Overhead Garage Door $18,000 Condensate Ceiling $7,000 $5,000 Concrete Floor The Spheroid style tower could also include an option for a Double Pedestrian Door but it would be estimated to be near $7,500 to include. Water Tower Feasibility Report 38 Scheduling It is difficult to complete large water towers in one construction season due to the relatively short painting season available in our climate. A 500,000 gallon tower will require approximately 18 months to complete after the start of construction. This is due to the fact that by the time the tank is erected, the weather is not acceptable for painting. Assuming that this tower is bid in the winter of 2003-2004, construction can be completed during 2004 and the painting of the tank can occur during the spring and early summer of 2005. The tower should be in-service by mid-summer of 2005. Potential Water Tower Schedule Complete Feasibility Report Public Hearing Council Authorize preparation of construction Plans & Specifications Approve Plan and Specifications Send in Ad to newspaper Bid Award Begin Construction: Foundation Steel Paint Fill Tower August, 2003 September, 2003 September, 2003 January, 2004 January, 2004 February, 2004 February, 2004 May 2004 to June 2004 July 2004 to March 2005 (not continuous) May 2005 to mid-July 2005 July 2005 Water Tower Feasibility Report 39