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Home My WebLink About1997-07-23 CENTERVILLE CITY COUNCIL AGENDA WEDNESDAY, JULY 23, 1997 6:00 P.M. CALL TO ORDER APPROVAL OF MINUTES: 1. June 9, 1997 Council Meeting Minutes PAYMENT OF CLAIMS 1. City of Centerville - July 10 - 23 2. Pay Estimate - 1997 Seal Coat Improvements 3. Pay Estimate #6 - Eagle Pass Streets and Utilities 4. Centennial Fire District - July Expenditures SET AGENDA PETITIONS AND COMPLAINTS: • APPEARANCES: 1. Mary Capra will be in attendance to present the First Centerville Lifetime Acheivement Awards OLD BUSINESS: 1. Sensus Automatic Meter Reading 2. 20th Avenue Watermain Interconnection /Sanitary Sewer 3. Staff Survey 4. Refuse Contract NEW BUSINESS: 1. Report from CPLPD regarding corner of 73rd and Old Mill 2. Resolution #97 -13 Establishing TIF district #1 -5 3. Resolution #97 -14 Authorizing purchase of Barett Property from TIF Funds COMMITTEE REPORTS ADMINISTRATORS REPORT ADJOURN • r'- }1St ra Howard R, Green Company C8931L198CE1GI1pB8 CONSULTING ENGINEERS Formerly MSA July 16, 1997 Consulting Engineers File: 260 - 095 -20 Mr. Jim March Administrator City of Centerville 1880 Main Street Centerville, MN 55038 RE: FINAL PAY ESTIMATE —1997 SEAL COAT IMPROVEMENTS Dear Mr. March: Enclosed please find the Final Pay Estimate for the above referenced project. This pay estimate includes all items included in the contract for the 1997 Seal Coat Improvements including items in Change Order No. 1, which added Clearwater Drive to the project. All work for this project was completed on June 27, 1997. The payment includes all aggregate and bituminous material for the above referenced project. The total amount earned for this project is $21,210.36. We recommend the City of Centerville approve our certification of the improvements for this period. If you have any questions, please do not hesitate to call. Sincerely, Howard R. Green Company Paul B. Kauppi Staff Engineer for David E. Nyberg, P.E. Project Manager PBKfjI cc: Mr. Bruce Batzer, ASTECH Corp. 095- I615.jui 1326 Energy Park Drive • St. Paul, MN 55108 • 612/644-4389 fax 612/644-9446 toll free 800/888 -2923 PARTIAL PAYMENT ESTIMATE NO. I FROM: JUNE 27, 1997 TO: JUNE 27, 1997 CONTRACTOR: ASPHALT SURFACE TECHNOLOGIES, INC. ADDRESS: 7805 COUNTY ROM) 75, ST. CLOUD, MINNESOTA 56301 OWNER: CITY OF CENTERVILLE, MINNESOTA PROJECT: 1997 SEAL COAT IMPROVEMENTS (260-095 -20) COMPLETION DATE AMOUNT OF CONTRACT: ORIGINAL: ORIGINAL: $ 22,036.95 REVISED: REVISED: $ 22,849.49 r "fTkE.MS:. 9'HliS.kTtF7$ 'YQTAJ;xODA'k tTV14Y NiT DESIKU'fR)N 1R7iT QTY. 7VNIT ZTT1E AMOUNT +F}Py AMOUI4T GWDUJ. 3 0 SFA1, COAT 1 BIT. MATERIAL FOR SEAL COAT, CRS-2 GAL 12,500 0.93 12,852.00 11,952.36 12,852.00 11,952.36 2 SEAL COAT AGGREGATE, FA -2 CLASS C TON 615 16.93 600.00 10.158,00 600.00 10,158.00 T SCHEDULE 10 SEAL COAT —TOTAL 22,110.36 22,110.36 EXTRA ITEMS DEDUCTION FOR AGGREGATE SWEEPING LS 1 - 900.00 1.00 (900.00) 1.00 (900.00) EXTRA ITEMS —TOTAL (900.00) (900.00) TOTAL AMOUNT THIS PERIOD 21,210.36 TOTAL AMOUNT TO DATE 21,210.36 DESCRIPTION TOTAL THIS PERIOD TOTAL TO DATE SCHEDULE 1.0 SEAL COAT- -TOTAL 22,110.36 22,110.36 EXTRA ITEMS- -TOTAL (900.00) (900.00) TOTAL`jTUS P,ERt0�7 TOTAL T(?Y}AYE ,;: AMOUNT EARNED 521 2)036 $21 210 36 AMOUNT RETAINED $000 3000 MATERIAL ON SITE 20.00 5000 MATERIAL DEDUCT. $0.00 1P 00 PREVIOUS PAYMENTS $0 : 00 . AMOUNT DUE $21,210.36 521 210 36 n: clerica11260095#1.xls PAGE 1 I hereby certify that all items and amounts shown by this pay estimate are correct for the work completed to date. CONTRACTOR: ASPHALT SURFACE TECHNOLOGIES, INC. BY: TITLE: DATE: Based on the ENGINEER'S on -site inspections as an experienced and qualified design professional and on review of application for payment and the accompanying data and schedules, the ENGINEER has determined, to the best of his knowledge and belief, that the quantities shown by this estimate are correct and that, based on such inspections and review, that the work has progressed to the point indicated (subject to an evaluation of such work as a functioning Project upon Substantial Completion, to the results of any subsequent tests required by the Contract Documents, and to any qualifications stated in his recommendation), and that payment of the amount recommended is due Contractor(s); but by recommending any payment, the ENGINEER will not thereby be deemed to have reviewed the means, methods, sequences, techniques, or proceedures of construction or safety precautions or programs incident thereto or that the ENGINEER has made any examination to ascertain how or for what purpose any Contractor has used the monies paid on account of the Contract Price, or that title to any of the work, materials, or equipment has passed to the Owner free and clear of any lein, claims, security interests or encumbrances, or that the Contractor(s) have completed their work exactly in accordance with the Contract Documents. ENGINEER: HOWARD R. GREEN COMPANY BY: TITLE: DATE: Approved by Owner /Commission CITY OF CENTERVILLE, MINNESOTA BY: TITLE: DATE: End. xls Howa R , G r ee n Company COISI IGEICItf CONSULTING ENGINEERS Formerly MSA July 16, 1997 Consulting Engineers File: 260 - 078 -30 Mr. Jim March Administrator City of Centerville 1880 Main Street Centerville, MN 55038 RE: PARTIAL PAY ESTIMATE NO. 6 - EAGLE PASS STREETS AND UTILITIES Dear Mr. March: Enclosed please find Partial Payment Estimate No.6 for the above - referenced project. This pay estimate includes payment for work completed up to Friday, July 11, 1997. The majority of the work included in this payment is street construction along Eagle Trail. The total amount earned this period is $139,629.22. The total amount retained is 5% of the total amount earned to date, or $51,412.45. We recommend that the City of Centerville approve our certification of the improvements for this period. If you have any questions, please do not hesitate to call. Sincerely, Howa R. Green Company Paul B. Kauppi Staff Engineer for David E. Nyberg, P.E. Project Manager PBK:jI Enclosure cc: Mr. Bryan Houle, C. W. Houle, Inc. Mr. Mike Quigley, Gor -Em, LLC Mr. Mark Novitski, Premier Bank Ms. Jan Skurdal, Registered Abstracts 078- 1616.ju1 1326 Energy Park Drive • St. Paul. MN 55108 • 612/644 -4389 fax 612/644 -9446 toll free 800/888 -2923 PARTIAL PAYMENT ESTIMATE NO. 6 FROM: JUNE 14. 1997 TO: JULY 11, 1997 CONTRACTOR: C.W. HOULE, INC. ADDRESS: 1300 WEST COUNTY ROAD 1, SHOREVIEW. MN 55126 OWNER: CITY OF CENTERVILLE, MINNESOTA PROJECT: EAGLE PASS - STREET & UTILITY IMPROVEMENTS (260 - 078 -30) COMPLETION DATE AMOUNT OF CONTRACT: ORIGINAL: ORIGINAL: 51,230,708.15 REVISED: REVISED: M 4f3NT7i+S' T"TTRMf9 ` `30810 S)R 1TOTICGDATi& NO. DESC,RIPI ION VfiNIT q'PY VN}'T c NTRACE 4 TY AMO18'fP 42MPL : (}t . AW t)NT 01JNPLnE`. PRlC$ AMI»»ft . , .. s . 1' I • 1'1Yt' '. I,7Y1 is I. 1 SUBGRADE PREPARATION RDSTA 59.6 145.00 8,642.00 24.00 3,480.00 40% 59.60 8,642.00 100% 2 SELECT GRANULAR BORROW (CV) CY 13800 8.29 114,402.00 7,24200 60,036.18 52% 13,708.00 113,639.32 99% 3 AGGREGATE BASE, CLASS 5 TN 8250 6.45 53,212.50 3,334.00 21,504.30 40% 7,703.00 49,684.35 93% 4 MILL BITUMINOUS SURFACE SY 75 6.50 487.50 0.00 0.00 0% 0.00 0.00 0% 5 2340 TYPE 41A WEARING COURSE MIXTUR TN 2100 23.40 49,140.00 0.00 0.00 0% 0.00 0.00 0% 6 2340 TYPE 316 BASE COURSE MIXTURE TN 2400 21.85 52,440.00 494.00 10,793.90 21% 1,216.71 26,585.11 51% 7 BITUMINOUS MATERIAL FOR TACK COAT GAL 1250 1.45 1,812.50 100.00 145.00 8% 100.00 145.00 8% 8 CONCRETE CURB & GUTTER, DESIGN 8618 LF 300 10.05 3,015.00 239.00 2,401,95 80% 923.00 9,276.15 308% 9 SURMOUNTABLE CURE &GUTTER LF 11900 6.75 80,325.00 1,510.00 10,192.50 13% 4,827.00 32,582.25 41% 10 CONCRETE VALLEY GUTTER SF 195 5.70 1,111.50 0.00 0.00 0% 0.00 0.00 0% 11 GEOTEXTILE FABRIC SY 24100 1.05 25,305.00 6,624.00 6,955.20 27% 22,507.00 23,632.35 93% 12 4" PERE. THERMOPLASTIC PIPE DRAIN LF 11925 2.75 32,793.75 3,480.00 9,570.00 29% 11,830.00 32,532.50 99% 13 4" CONCRETE SIDEWALK SF 17340 2.42 41,962.80 3,420.00 8,276.40 20% 3,420.00 8,276.40 20% 14 CONCRETE PEDESTRIAN RAMP EA 7 230.00 1,610.00 2.00 460.00 29% 2.00 460.00 29% 15 TYPE 111 BARRICADE EA 2 250.00 50000 0.00 0.00 0% 0.00 0.00 0% 16 MANHOLE ADJUSTING RING EA 50 100.00 5,000.00 6.00 600.00 12% 20.00 2,000.00 40% 17 ADJUST VALVE EA 4 180.00 720.00 4.00 720.00 100% 8.00 1,440.00 200% 18 CONCRETE AIR VOIDS TEST EA 15 67.00 1,005.00 1.00 67.00 7% 3.00 201.00 20% 19 CONCRETE CYLINDER (SET OF 3) EA 15 47.00 705.00 1.00 47.00 7% 3.00 141.00 20% 20 GRADATION TEST EA 5 75.00 375.00 1.00 75.00 20% 3,00 225.00 60% n:IClerical1260\260078#6.xls PAGE I 260-078 -30 • PARTIAL PAYMENT ESTIMATE NO. 6 FROM: JUNE 14, 1997 TO: JULY 11, 1997 CONTRACTOR: C.W. HOULE, INC. ADDRESS: 1300 WEST COUNTY ROAD I, SHOREVIEW, MN 55126 OWNER: CITY OF CENTERVILLE, MINNESOTA PROJECT: EAGLE PASS - STREET & UTILITY IMPROVEMENTS (260 - 078 -30) COMPLETION PATE AMOUNT OF CONTRACT: ORIGINAL: ORIGINAL: 51,230,708.15 REVISED: REVISED: ITEM : NO, IIIQ CRIP71oN I)NI'I' •• z IjYY UNrr E'IQNT AL'i' AKi .M31, ' MIK4iF"I AMOUN ' COMPL$T' SCHRDIJLE 1 0 STREET CONSTRUCTION 1 SUBGRADE PREPARATION RDSTA 59.6 145.00 8,642.00 24,00 3,480.00 40% 59.60 8,642.00 100% 2 SELECT GRANULAR BORROW (CV) CY 13800 8.29 114,402.00 7,242.00 60,036.18 52% 13,708.00 113,639.32 99% 3 AGGREGATE BASE, CLASS 5 TN 8250 6.45 53,212.50 3,334.00 21,504.30 40% 7,703.00 49,684.35 93% 4 MILL BITUMINOUS SURFACE SY 75 6.50 487.50 0.00 0.00 0% 0.00 0,00 0% 5 2340 TYPE 41A WEARING COURSE MIXTUR TN 2100 23.40 49,140,00 0.00 0.00 0% 0.03 0.00 0% 6 2340 TYPE 3113 BASE COURSE MIXTURE TN 2400 21.85 52,440.00 494.00 10393.90 21% 1,216.71 26,585.11 SI% 7 BITUMINOUS MATERIAL FOR TACK COAT GAL 1250 1.45 1,812.50 100.00 145.00 8% 100.00 145.00 8% 8 CONCRETE CURB & GUTTER, DESIGN B618 LF 300 10.05 3,015.00 239.00 2,401.95 80% 923.00 9,276.15 308% 9 SURMOUNTABLE CURB & GUTTER LF 11900 6.75 80,325.00 1,51090 10,192.50 13% 4,827.00 32,582,25 41% !0 CONCRETE VALLEY GUTTER SF 195 5.70 1,111.50 0.00 0.00 0% 0.00 0.00 0% 11 GEOTEXTILE FABRIC SY 24100 1.05 25,305.00 6,624.00 6,955.20 27% 22,507.00 23,632.35 93% 12 4' PERE. THERMOPLASTIC PIPE DRAIN LF 11925 2.75 32,793.75 3,480.00 9,570.00 29% 11,830.00 32,532.50 99% 13 4' CONCRETE SIDEWALK 5F 17340 2.42 41,962.80 3,420.00 8,276.40 20% 3,420.00 8,276.40 20% 14 CONCRETE PEDESTRIAN RAMP EA 7 230.00 1,610.00 2.00 460.00 29% 2.00 460.00 29% 15 TYPE Ill BARRICADE EA 2 250.00 500.00 0.00 0.00 0% 0.00 0.00 0% 16 MANHOLE ADJUSTING RING EA 50 100.00 5,000.00 6,00 600.00 12% 20.00 2,000.00 40% 17 ADJUST VALVE EA 4 180.00 720.00 4,00 720.00 100% 8.00 1,440.00 200% 18 CONCRETE AIR VOIDS TEST EA 15 67,00 1,005.00 1.00 67,00 7% 3,00 201.00 20% 19 CONCRETE CYLINDER (SET OF 3) EA 15 47.00 705.00 1.00 47.00 7% 3.00 141.00 20% 20 GRADATION TEST EA 5 75.00 375.00 1.00 75.00 20% 3.00 225.00 60% n: \clerical\260\260078 #6.8ls PAGE 1 260-078-30 • • :CONk'RkC IT 4 Op II:IT .rSL PC D,V ': nr CRwrION SIT UNIT ,ac QPU,; AM }IJ'fP t tTS' > CCMPI�E'CS ::; A Ol 21 PROCTOR TEST EA 4 100.00 400.00 I.00 100.00 25% 2.00 200.00 50% 22 INPLACE DENSITY TEST EA 25 48.00 1,200.00 15.00 720.00 60% 21.00 1,008.00 84% T SCHEDULE 1.0 STREET CONSTRUCTION -TOTAL 476,164.55 136,144.43 310,670.43 PERCENTAGE; OF SCHEDULE 1.0 COMPLETED: 65% 1 CONNECT TO EXISTING WATERMAIN EA 2 950.00 1,900.00 0.00 0.00 0% 2.00 1,900.00 100% 2 6" PVC WATERMAIN LF 1075 10.00 10,750.00 0.00 0.00 0% 1,075.00 10,750.00 100% 3 8" PVC WATERMAIN LF 3550 12.35 43,842.50 0.00 0.00 0% 3,411.00 42,125.85 96% 4 12" PVC WATERMAIN LF 3110 18.00 55,980.00 0.00 0.00 0% 3,110.00 55,980.00 100% 5 6" GATE VALVE & BOX EA 8 460.00 3.680.00 0.00 0.00 0% 4.00 1,840.00 50% 6 8" GATE VALVE & BOX EA 4 610.00 2,440,00 0.00 0.00 0% 6.00 3,660.00 150% 7 12" BUTTERFLY VALVE & BOX EA 4 915.00 3,660.00 0.00 0.00 0% 7.00 6,405.00 175% 8 HYDRANT W /VALVE EA 17 1,265.00 21,505.00 0.00 0.00 0% 17.00 21505,00 100% 9 HYDRANT EXTENSION LF 3 245.00 735.00 0.00 0.00 0% 0.00 0.00 0% 10 FITTINGS LB 15000 1.50 22,500.00 0.00 0.00 0% 14,965,00 22,447.50 100% 11 WATER SERVICE CONNECT W /CURB STOP EA 128 136.00 17,408.00 12.00 1,632.00 9% 128.00 17,408.00 100% 12 1" COPPER SERVICE PIPE LF 4500 7.70 34,650.00 386.00 2,972.20 9% 4,596.00 35,389.20 102% 13 2" INSULATION SY 50 17.00 850.00 0.00 0.00 0% 45.80 778.60 92% 14 GRANULAR FOUNDATION MATERIAL LF 7000 3.25 22,750,00 486.00 1,579,50 7% 7,000,00 22,750.00 100% I5 PROCTOR TEST FA 1 100.00 100.00 0,00 0.00 0% 1.00 100.00 100% 16 INPLACE DENSITY TEST EA 70 48.00 3,360.00 7,00 336.00 10% 25.00 1.200.00 36% T SCHEDULE. 2.O WATERMAIN -TOTAL 246,110.50 6,519.70 244,239.15 PERCENTAGE OF SCHEDULE 2.0 COMPLETED: 99% ' t : ♦ , 1 d' 1 1 CONNECT TO EXISTING SANITARY SEWER EA 1 3,200.00 3,200.00 0.00 0.00 0% 1.00 3.200,00 10096 2 CONNECT TO EXISTING SANITARY Mil EA 1 2,500,00 2,500.00 0.00 0.00 096 1.00 2,500.00 100% 3 8" PVC SANITARY SEWER (0 -8') LF 1600 12.70 20,320.00 0.00 0.00 0% 1,612.00 20,472.40 101% 4 8" PVC SANITARY SEWER (8 -10') LF 1000 14.70 14,700.00 0.00 0.00 0% 1,000.00 14,700.00 100% 5 8" PVC SANITARY SEWER (10 -12') LF 925 16.70 15,447.50 0.00 0.00 0% 925.00 15,447.50 100% 6 8" PVC SANITARY SEWER (12 -14') LF 1250 18.70 23,375.00 0.00 0.00 0% 1,250.00 23,375.00 100% 7 8" PVC SANITARY SEWER (14 -16') LF 900 20.70 18,630.00 0.00 0.00 0% 900.00 18,630.00 100% 8 8" PVC SANITARY SEWER (16 -18') LE 580 22.70 13,166.00 0.00 0.00 0% 588.00 13,347.60 101% 9 8" PVC SANITARY SEWER (I8 -20') LF 30 24.70 741.00 0.00 0.00 0% 30.00 741.00 100% 10 STANDARD MANHOLE (0 -8') EA 49 1,110.00 54,39000 0.00 0.00 0% 45.00 49,950,00 92% 11 MANHOLE EXTRA DEPTH (>8') LF 190 71.00 13.490.00 0.00 0.00 0% 249.22 17,694.62 131% I n: \clerica112601260078#6. xis PAGE 2 260-078-30 I • • C(NYF74A:CE ITEMS 0 S PI&SIDD ;* YX1 DA`4 TIN'M 6 [Y NO nlsw(,it > t]NI'F Q'F UN1T ' p0N1`FRAi'F QTS' AMOUNV kM ~ rl. + • A;M QVNT COMPF, 12 EXTERNAL MANHOLE SEAL EA 49 180.00 8,820.00 0.00 0.00 0% 14.00 2,520.00 29% 13 8" x 4° PVC WYE EA 128 39.00 4,992.00 0.00 0.00 0% 128.00 4,992.00 100% 14 4' PVC SERVICE PIPE LF 6225 6.70 41,707.50 0.00 0.00 0% 4,710.00 31,557.00 76% 15 GRANULAR FOUNDATION MATERIAL LF 6285 3.25 20,426.25 212.00 689.00 3% 6,285.00 20,426.25 100% 16 PROCTOR TEST EA 1 100.00 100.00 0.00 0.00 0% 1.00 100.00 100% 17 1NPLACE DENSITY TEST EA 100 48.00 4,800.00 5.00 240.00 5% 34.00 1,632.00 34% 'P SCHEDULE 3.0 SANITARY SEWER -TOTAL 260,805.25 929.00 241,285,37 PERCENTAGE OF SCHEDULE 3.0 COMPLETED: 93% 5' , 1 '-2'. ∎ . 1 1 12' RCP STORM SEWER LE 175 19.25 3,368.75 0.00 0.00 0% 234.00 4,504.50 134% 2 15" RCP STORM SEWER LF 1970 20.30 39,991.00 - 200.00 - 4,06000 -10% 1,388.00 28,176.40 70% 3 18' RCP STORM SEWER LF 422 22.30 9,410.60 0.00 0.00 0% 587.00 13,090.10 139% 4 24" RCP STORM SEWER LF 1014 26.00 26,364.00 0.00 0.00 0% 1,215.00 31,590.00 120% 5 30" RCP STORM SEWER LF 292 38.00 11,096.00 0.00 0.00 0% 259.00 9,842,00 89% 6 36" RCP STORM SEWER LF 650 51.25 33,312.50 0.00 0.00 0% 676.00 34,645.00 104% 7 42" RCP STORM SEWER LF 205 69.00 14,145.00 0.00 0.00 0% 170,00 11,730.00 83% 8 15" RC APRON EA 2 445.00 890.00 0.00 0.00 0% 2.00 890.00 100% • 9 24" RC APRON EA 3 540.00 1,620.00 0.00 0.00 0% 5.00 2,700.00 167% • 10 36" RC APRON EA 1 950.00 950.00 0.00 0.00 0% 1.00 950.00 100% 11 42" RC APRON EA 1 1,050.00 1,050.00 0.00 0.00 0% 1.00 1,050.00 100% 12 15" TRASHGUARD EA 2 225.00 450.00 0.00 0,00 0% 2.00 450.00 100% 13 24" TRASHGUARD EA 3 320.00 960.00 0,00 0.00 0% 5.00 1,600.00 167% 14 36" TRASHGUARD EA 1 550.00 550.0.1 0.00 0.00 0% 1.00 550.00 100% 15 42" TRASHGUARD EA 1 650.00 650.00 0.00 0.00 0% 1.00 650.00 100% 16 48" DIA. STORM MANHOLE EA 25 1,130.00 28,250.00 0.00 0.00 0% 20.00 22,600.00 80% 17 54" DIA. STORM MANHOLE EA 2 1,570.00 3,140.00 0.00 0.00 0% 2.00 3,140.00 100% 18 60" DIA. STORM MANHOLE EA 5 1,680.00 8,400.00 0.00 0.00 0% 9.00 15,120.00 180% 19 66" DIA. STORM MANHOLE EA 4 1,920.00 7,680.00 0.00 0.00 0% 0.00 0.00 0% 20 72" DIA. STORM MANHOLE EA 1 2,260.00 2,260.00 0.00 0.00 0% 2.00 4,520.00 200% 21 78" DIA. STORM MANHOLE EA 1 2,900.00 2,900.00 0.00 0.00 0% 2.00 2,900.00 100% 22 90' DIA. STORM MANHOLE EA 1 3,600.00 3,600.00 0.00 0.00 0% 0.00 0.00 0% 23 27" DIA. CATCH BASIN EA 3 680.00 2,040.00 0.00 0.00 0% 2.00 1,360.00 67% 24 24" x 36' CATCH BASIN EA 12 820.00 9,840.00 -2.00 - 1,640.00 -17% 10.00 8,200.00 83% 25 EXTERNAL MANHOLE SEAL EA 39 18000 7,020.00 21.00 3,780.00 54% 21.00 3,780.00 54% 26 EXTERNAL CATCH BASIN SEAL EA 14 210.00 2,940.00 8.00 1,680.00 57% 20,00 4,200.00 143% 27 INLET STRUCTURE EA 5 2,400.00 12,000.00 0.00 0.00 0% 5.00 12,000.00 100% 28 BAFFLED WEIR EA 1 2,300.00 2,300.00 1.00 2,300.00 100% 1.00 2,300.00 100% 6:1clerica11260\260078#6. xls PAGE 3 260 - 078-30 • • I i • • CONTTh%CV ITEMS 7TSIS PERIOD TOt6L'TO DATli -LTFM n g. 9'a NI. U11S&IUPTION UNIT (JTV ; UNIT ?W "PR.4CT QTY ., AMOty GONM eT QTY, AA413:QN J' . COMP7.1$`FE ' - i :' PRkt .3 AMOUNT '{ ., :_ , , .. . , 29 10" DIP PIPE LF 50 24.00 1,200.00 0.00 0.00 0% 42.00 1,008.00 84% 30 12" 1)1P PIPE LF 50 26.00 1,300.00 0.00 0.00 0% 50.00 1,300.00 100% 31 RIP RAP - CLASS III TN 150 53,00 7,950.00 25.00 1,325.00 17% 136,00 7,208.00 91% T SCHEDULE 4.0 STORM SEWER — TOTAL 247,627.85 3,38500 232,054.00 PERCENTAGE OF SCHEDULE 4.0 COMPLETED: 94% E TRA ITP:MS 1 REMOVE & REPLACE CLASS 5 FOR C 5r G LS 1 3281 0.00 0.00 0% 1.00 3,281 00 100% T EXTRA ITEMS — TOTAL 0,00 3,281.00 TOTAL AMOUNT THIS PERIOD 146,978.13 TOTAL AMOUNT TO DATE 1,028,248.95 DESCRIPTION CONTRACT AMOUNT TOTAL THIS PERIOD TOTAL TO DATE SCHEDULE 1.0 STREET CONSTRUCTION -- TOTAL 476,164.55 136,144.43 310,670.43 SCIEDULE 2.0WATERMAIN - -TOTAL 246,110.50 6,519.70 244,239.15 SCHEDULE 3.0 SANITARY SEWER -- TOTAL 260,805,25 929.00 241,285.37 SCHEDULE 4.0 STORM SEWER -- TOTAL 247,627.85 3,385.00 232,054.00 EXTRA ITEMS- -TOTAL 0.00 000 PERCENTAGE OF CONTRACT COMPLETED: 84% •? , , TOTAL'1H.S F'tR20D `.' i. TOTAL, Y0 DA •— AMOUNT EARNED S146,978.13 $1,028,248.95 AMOUNT RETAINED $7,348.91 $51,412.45 MATERAAI. ON SITE .. $0•00 ..: .. ... .. ' 50.00 " •• .. MATERIAL DEDUCT. $000 $000 PREVIOUS PAYMENTS ....*********,**********************************44 $837,207.28 AMOUNT DUE $139.629.22 $139,629.22 6:1cicrical ■260\260078X6. xis PAGE 4 260- 078.30 • • I i I hereby certify that all items and amounts shown by this pay estimate are correct for the work completed to date. CONTRACTOR: C.W. HOULE, INC. BY: TITLE: DATE: Based on the ENGINEER'S on -site inspections as an experienced and qualified design professional and on review of application for payment and the accompanying data and schedules, the ENGINEER has determined, to the best of his knowledge and belief, that the quantities shown by this estimate are correct and that, based on such inspections and review, that the work has progressed to the point indicated (subject to an evaluation of such work as a functioning Project upon Substantial Completion, to the results of any subsequent tests required by the Contract Documents, and to any qualifications stated in his recommendation), and that payment of the amount recommended is due Contractor(s); but by recommending any payment, the ENGINEER will not thereby be deemed to have reviewed the means, methods, sequences, techniques, or proceedures of construction or safety precautions or programs incident thereto or that the ENGINEER has made any examination to ascertain how or for what purpose any Contractor has used the monies paid on account of the Contract Price, or that title to any of the work, materials, or equipment has passed to the Owner free and clear of any Lein, claims, security interests or encumbrances, or that the Contractor(s) have completed their work exactly in accordance with the Contract Documents. ENGINEER: HOWARD R. GREEN COMPANY BY: TITLE: DATE: End.xls DATE: July 15, 1997 TO: City Council City of Circle Pines City Council City of Centerville City Council City of Lino Lakes FROM: Milo Bennett SUBJECT: Ratification of expenditures and approval for payment of July expenses. Your approval of July expenses as listed on the attached copy of the check register, checks #9052 - 9078, in the amount of $ 4,833.32 is hereby requested. MB /al cc: 7 Circle Pines City Council 7 Centerville City Council 7 Lino Lakes City Council 2 File 07/15/97 at 09:36AM CENTENNIAL FIRE DISTRICT PAGE 1 BANK CHECK REGISTER Checking account All Periods Up To 07/31/97 CK NO DATE TYPE PAID TO / DESCRIPTION CHECK AMOUNT 9052 07/14/97 AP -D METRO FIRE INC. 386.44 9053 07/14/97 AP -D OXYGEN SERVICE COMPANY, INC. 103.00 9054 07/14/97 AP -D US WEST COMMUNICATIONS 64.93 9055 07/14/97 flP -D US WEST COMMUNICATIONS 82.04 9056 07/14/97 AP -D SIGNS BY NORTHLAND 266.25 9057 07/14/97 AP -D J.C. AUTO SUPPLY 12.81 9058 07/15/97 AP -D INT'L ASSOC OF ARSON INVEST. 50.00 9059 07/15/97 AP -D STEPHENS PUBLISHING COMPANY 562.50 9060 07/15/97 AP -D NORTHERN STATES POWER COMPANY 583.32 9061 07/15/97 RP -D I.T.L. PATCH COMPANY, INC. 291.75 9062 07/15/97 AP -D ANOKA - HENNEPIN TECH COLLEGE 240.00 9063 07/15/97 AP -D FRATTRLLONE'S HARDWARE STORES 48.15 t4 07/15/97 AP -D B & S INDUSTRIES, INC. 133.86 9065 07/15/97 AP -D FINA OIL & CHEMICAL COMPANY 26.00 9066 07/15/97 RP -D HUGO FEED MILL & ELEVATOR 8.48 9067 07/15/97 AP -D PRESS PUBLICATIONS 55.10 9068 07/15/97 RP -D MINNCOR CENTRAL 476.64 9069 07/15/97 PP -D MINNCOMM PAGING 12.14 9070 07/15/97 RP -D MINNCOMM PAGING 17.54 9071 07/15/97 AP -D CY'S UNIFORMS 128.64 9072 07/15/97 AP -D AIRTOUCH CELLULAR 19.62 9073 07/15/97 RP -D C.R. OFFICE PRODUCTS 184.33 9074 07/15/97 RP -D POLAR CHEVROLET 432.74 9075 07/15/97 AP -D ANOKA ELECTRIC COOPERATIVE 125.93 76 07/15/97 AP -D TOM THUMB 185.09 9077 07/15/97 AP -D MILO BENNETT 86.02 07/15/97 at 09:36AM CENTENNIAL FIRE DISTRICT PAGE • BANK CHECK REGISTER Checking account All Periods Up To 07/31/97 .CK NO DATE TYPE PAID TO / DESCRIPTION CHECK AMOUNT 9078 07/15/97 AP -D PEHL, HINSCHBERGER ASSOCIATES 250.00 TOTAL MANUAL CHECKS (M): 0.00 TOTAL COMPUTER CHECKS (C): 0.00 TOTAL DIRECT DISBURSEMENTS (D): 4,833.32 TOTAL CHECKS: 4,833.32 . V.S.FILT ER U.S FI JER /vvATERPRO, 1nIC. 15601 WEST ?$TH STREET 1ELEPHGNE 612.937 '26 EDEN PRAIRIE, MN 5534418 :4 FACSMIIE t1 2 9378065 July 17, 1997 City of Centerville Attn. Jim March 1880 Main St, Centerville, MN 55038 Re: Sensus Technologies Automatic Meter Reading Systems Proposal. Thank you for the hospitality afforded to me at the February 12th council meeting during which you were presented with several different forms of Automatic Meter Reading or AMR. As discussed, your community has roughly 325 metered services now with the potential for nearly 350 more in the next 2 -3 years. Many communities including the City of Hugo are taking advantage of this growth period to install Phonkead (as in the case of Hugo) or RadioRead because the contractors are paying for the system equipment in the building permit fee. Every account that isn't initially equipped with some form of AMR when newly built, will perhaps be converted with the total cost being covered and accounted for by the utility in Some surcharge or rate structure adjustment. As you know, public relations can suffer when these discussions present themselves. The water meters in your system are manufactured by Sensus and are equipped with Electronic Communications Registers or ECR's. The meters have the capability of being incorporated into any of the following systems without any modification or reprogramming. Please review the following opportunities available to you and accept my recommendation at the close of this correspondence with the confidence that this course of action has the ability to benefit your community as much as it has for many of your neighbors. Based on the demographics of your community and the growth potential, the PhonRead System would be a logical approach for several reasons. Firstly, the system allows for the ability to read your existing TouchRead type meters. Secondly, you are on the front end of your growth years. The PhonRead system field hardware is a very simple installation at the time of construction. Thirdly, the PhonRead MW has no batteries that would need future replacement. At anytime should you wish to convert your existing accounts from TouchRead to PhonRead, our company can provide complete installation services. Since the meter in the account is already compatible to the PhonRead system, we would only need to install the MIU and related items. That being the case, the cost per install would be $30.00 for labor plus any additional costs for hardware. Normal installation cost for PhonRead including the labor for installing the meter is $55.00ea. Thank you again for your consideration of this technology. Looking forward to hearing from you. Sincerely, VA Ed Wiegert USF/WaterPro U F1LIERANATERPRO, INC 15801 WEST 78TH STREET TELEPHONE 012-9374MXi EDEN PRAIRIE, MN 55344- 1894 FACSMLE 01 202,21305 TOUCHREAD The TouchRead System is comprised primarily of an ECR meter connected to a remote device located on the exterior of the account. The meter reader uses a TouchGun connected to a handheld to electronically read the meters. The handheld is interfaced to the computer to automatically download the information collected on route. This system requires a meter reader to walk the route. Cost: $ 8995.00 The system includes: Model 3001 SSI (handheld), Comm. Stand TouchGun, Software, and Training. RADIOREAD The RadioRead System is comprised of the same meter as above connected to a Meter Transceiver Unit or MXU. The meter reader reads the meter from the truck while driving at normal speed with the use of a Radio Frequency Solid State Interrogator or RFSSI. This system also allows for TouchRead Capability as well at no additional cost. Cost: $ 14,995.00 "MXU ...... $125.00ea (one per account). The System includes: Model 3003 RFSSI (radio read handheld) Comm. Stand, TouchGun, Software Training. PHONREAD The PhonRead System is comprised of the same meter as above connected to a Meter Interface Unit or MIU, The MIU calls the computer at the utility at predetermined intervals and delivers the reading for billing. TouchRead is also possible with this system and is included in the price. Cost: $ 16,500.00 *MIU $ 105.00ea (one per account). The System includes: Model 3001 SSI (handheld), Comm. Stand TouchGun, Software, Training, Modem, & Programming Software. 20 Avenue Watermain Interconnection and Trunk Sanitary Sewer Assessments and Cost Estimates Prepared for the City of Centerville, Minnesota July 1997 TABLE 1 ASSESSMENTS FOR WATERMAIN INTERCONNECTION TOTAL PROJECT ASSESSED Assessment Assessment Area peracre Front per FF Property Type acre $ 2,423.32 Footage $ 54.89 West Side of 20th Avenue Clearwater Meadows Outlot Commercial 4.7 11389.62 690 37876.98 Lake Area Utilities Commercial 17.6 42650.48 650 35681.21 Kenko "A" Commercial 2.9 7027.64 350 19212.96 Kenko "13" Commercial 1.7 4119.65 220 12076.72 Carpenter Commercial 5 12116.61 320 17566.13 Reel Manufacturing Commercial 3.6 8723.96 340 18664.02 Rehbein Inc "A" Commercial 6.6 15993.93 380 20859.78 Rehbein Inc "B" Commercial 6.6 15993.93 100 5489.42 Rehbein Inc "C" Commercial 1.2 2907.99 160 8783.07 East Side of 20th Avenue Sheehy industrial 18.1 43862.14 650 35681.21 Herman Strehlow Industrial 21.1 51132.11 675 37053.56 Joyce Stevens Industrial 21.1 51132.11 675 37053.56 Gerald Rehbein Industrial 38.4 93055.59 1350 74107.13 Total Property Assessments 360105.75 360105.75 Total City Cost 0.00 0.00 TOTAL ASSESSMENT 360105.75 360105.75 TOTAL PROJECT COST 360105.75 360105.75 NOTES: If it is determined that any of the properties will or will not be served by the watermain constructed under this project, the assessments should be re- evaluated. TABLE 2 ASSESSMENTS FOR WATERMAIN INTERCONNECTION CITY PAYS FOR WATERMAIN OVERSIZING Ass93smenf Assessment Area per acre front per FF Property Type acre $ 1,999.97 Footage S 45.30 West Side of 20th Avenue Clearwater Meadows Outlot Commercial 4.7 9399.87 690 31259.92 Lake Area Utilities Commercial 17.6 35199.50 650 29447.75 Kenko "A" Commercial 2.9 5799.92 350 15856.48 Kenko "B" Commercial 1.7 3399.95 220 9966.93 Carpenter Commercial 5 9999.86 320 14497.35 Reel Manufacturing Commercial 3.6 7199.90 340 15403.44 Rehbein Inc "A" Commercial 6.6 13199.81 380 17215.61 Rehbein Inc "B" Commercial 6.6 13199.81 100 4530.42 Rehbein Inc "C" Commercial 1.2 2399.97 160 7248.68 East Side of 20th Avenue Sheehy Industrial 18.1 36199.48 650 29447.75 Herman Strehlow Industrial 21.1 42199.40 675 30580.36 Joyce Stevens Industrial 21.1 42199.40 675 30580.36 Gerald Rehbein Industrial 38.4 76798.90 1350 61160.71 Total Property Assessments 297195.75 297195.75 Total City Cost 62910.00 62910.00 TOTAL ASSESSMENT 360105.75 360105.75 TOTAL PROJECT COST 360105.75 360105.75 NOTES: If it is determined that any of the properties will or will not be served by the watermain constructed under this project, the assessments should be re- evaluated. TABLE 3 ASSESSMENTS FOR WATERMAIN INTERCONNECTION ' CITY PAYS FOR INTERCONNECT METER VAULT Assessment Assessment Area per acre Front per FF Property Type acre $ 2,086.85 Footage $ 47.27 West Side of 20th Avenue Clearwater Meadows Outlot Commercial 4.7 9808.19 690 32617.83 Lake Area Utilities Commercial 17.6 36728.54 650 30726.94 Kenko "A" Commercial 2.9 6051.86 350 16545.28 Kenko "B" Commercial 1.7 3547.64 220 10399.89 Carpenter Commercial 5 10434.24 320 15127.11 Reel Manufacturing Commercial 3.6 7512.66 340 16072.55 Rehbein Inc "A" Commercial 6.6 13773.20 380 17963.44 Rehbein Inc "8" Commercial 6.6 13773.20 100 4727.22 Rehbein Inc "C" Commercial 1.2 2504.22 160 7563.55 East Side of 20th Avenue Sheehy Industrial 18.1 37771.97 650 30726.94 Herman Strehlow Industrial 21.1 44032.51 675 31908.75 Joyce Stevens Industrial 21.1 44032.51 675 31908.75 Gerald Rehbein Industrial 38.4 80135.00 1350 63817.49 Total Property Assessments 310105.75 310105.75 Total City Cost 50000.00 50000.00 TOTAL ASSESSMENT 360105.75 360105.75 TOTAL PROJECT COST 360105.75 360105.75 NOTES: If it is determined that any of the properties will or will not be served by the watermain constructed under this project, the assessments should be re- evaluated. TABLE 4 ASSESSMENTS FOR WATERMAIN INTERCONNECTION CITY PAYS FOR WATERMAIN OVERSIZING & INTERCONNECT METER VAULT Assessment Assessment Area per acre Front per FF Property Type acre S 1,663.50 Footage $ 37.68 West Side of 20th Avenue Clearwater Meadows Outlot Commercial 4.7 7818.44 690 26000.77 Lake Area Utilities Commercial 17.6 29277.56 650 24493.48 Kenko "A" Commercial 2.9 4824.14 350 13188.80 Kenko "B" Commercial 1.7 2827.95 220 8290.10 Carpenter Commercial 5 8317.49 320 12058.33 Reel Manufacturing Commercial 3.6 5988.59 340 12811.97 Rehbein Inc "A" Commercial 6.6 10979.08 380 14319.27 Rehbein Inc "B" Commercial 6.6 10979.08 100 3768.23 Rehbein Inc "C" Commercial 1.2 1996.20 160 6029.16 East Side of 20th Avenue Sheehy Industrial 18.1 30109.31 650 24493.48 Herman Strehlow Industrial 21.1 35099.80 675 25435.54 Joyce Stevens Industrial 21.1 35099.80 675 25435.54 Gerald Rehbein Industrial 38.4 63878.31 1350 50871.08 Total Property Assessments 247195.75 247195.75 Total City Cost 112910.00 112910.00 TOTAL ASSESSMENT 360105.75 360105.75 TOTAL PROJECT COST 360105.75 360105.75 NOTES: If it is determined that any of the properties will or will not be served by the watennain constructed under this project, the assessments should be re- evaluated. I TABLE 5 ASSESSMENTS FOR TRUNK SANITARY SEWER TOTAL COST ASSESSED Assessment Assessment Area ' per acre Front per FF P rope rty : Type acre $ 1,824.98 Footage $ 43.87 West Side of 20th Avenue Clearwater Meadows Outlot Commercial 4.7 8577.43 690 30272.19 Lake Area Utilities Commercial 17.6 32119.73 650 28517.29 Kenko "A" Commercial 0 0.00 0 0.00 Kenko "B" Commercial 0 0.00 0 0.00 Carpenter Commercial 5 9124.92 320 14039.28 Reel Manufacturing Commercial 3.6 6569.94 340 14916.73 Rehbein Inc "A" Commercial 6.6 12044.90 380 16671.64 Rehbein Inc "B" Commercial 6.6 12044.90 100 4387.27 Rehbein Inc "C" Commercial 1.2 2189.98 160 7019.64 East Side of 20th Avenue Sheehy Industrial 18.1 33032.22 650 28517.29 Herman Strehlow Industrial 21.1 38507.17 675 29614.10 Joyce Stevens Industrial 21.1 38507.17 675 29614.10 Gerald Rehbein Industrial 38.4 70079.40 1350 59228.21 Total Property Assessments 262797.75 262797.75 Total City Cost 0.00 0.00 TOTAL ASSESSMENT 262797.75 262797.75 TOTAL PROJECT COST 262797.75 262797.75 NOTES: The Kenco "A" and "B" properties were not used in calculating the assessments as they may have been already provided with a service stub from the Center Oaks 2nd Addition. If it is determined that any of the properties will or will not be served by the sanitary sewer constructed under this project, the assessments should be re- evaluated. TABLE 6 ASSESSMENTS FOR TRUNK SANITARY SEWER LIFT STATION AND FORCEMAIN AS CITY COST i Assessment Assessment I Area per acre : Front per FF Property Type acre $ 1,107.80 Footage $ 26.6$ West Side of 20th Avenue Clearwater Meadows Outlot Commercial 4.7 5206.65 690 18375.74 0.00 0.00 Lake Area Utilities Commercial 17.6 19497.23 650 17310.48 0.00 0.00 Kenko "A" Commercial 0 0.00 0 0.00 0.00 0.00 Kenko "B" Commercial 0 0.00 0 0.00 0.00 0.00 Carpenter Commercial 5 5538.98 320 8522.08 0,00 0.00 Reel Manufacturing Commercial 3.6 3988.07 340 9054.71 0.00 0.00 Rehbein Inc "A" Commercial 6.6 7311.46 380 10119.97 0.00 0.00 Rehbein Inc "13" Commercial 6.6 7311.46 100 2663.15 0.00 0.00 Rehbein Inc "C" Commercial 1.2 1329.36 160 4261.04 0.00 0.00 East Side of 20th Avenue 0.00 0.00 0.00 0.00 Sheehy Industrial 18.1 20051.12 650 17310.48 0.00 0.00 Herman Strehlow Industrial 21.1 23374.51 675 17976.27 0.00 0.00 Joyce Stevens Industrial 21.1 23374.51 675 17976.27 0.00 0.00 Gerald Rehbein Industrial 38.4 42539.40 1350 35952.54 Total Property Assessments 159522.75 159522.75 Total City Cost 103275.00 103275.00 TOTAL ASSESSMENT 262797.75 262797.75 TOTAL PROJECT COST 262797.75 262797.75 NOTES: The Kenco "A" and "B" properties were not used in calculating the assessments as they may have been already provided with a service stub from the Center Oaks 2nd Addition. If it is determined that any of the properties will or will not be served by the sanitary sewer constructed under this project, the assessments should be re- evaluated. COST ESTIMATE Watermain and Sanitary Sewer 20th Avenue City of Centerville 260-085 -10 �, _ UNIT TOTAL HO ITEM UNIT QTY PRICE PRICE SCHEDULE 1.0 WATERMAIN 1 CONNECT TO EXISTING WATERMAIN EA 2 500.00 1000.00 2 6" PVC WATERMAIN LF 1395 12.00 16740,00 4 10" PVC WATERMAIN LF 4920 20.00 98400.00 5 16" PVC WATERMAIN LF 1320 30.00 39600.00 3 JACK WATER PIPE EA 10 1000.00 10000.00 6 HYDRANTS W/ VALVE EA 15 2000.00 30000.00 7 10" VALVE EA 5 800.00 4000.00 8 16" VALVE EA 1 1500.00 1500.00 9 FITTINGS LBS 5000 1.20 6000.00 10 METER VAULT EA 1 50000.00 50000.00 11 CREEK CROSSING EA 1 6500.00 6500.00 12 STANDARD PROCTOR EA 2 85.00 170.00 13 IN -PLACE DENSITY EA 63 45.00 2835.00 T SCHEDULE 1.0 WATERMAIN - TOTAL $ 266,745.00 SCHEDULE 2.0 SANITARY SEWER 1 CONNECT TO EXISTING SANITARY MH EA 1 1000.00 1000.00 2 8" PVC SANITARY SEWER (0 -8) LF 1000 18.00 18000.00 3 8" PVC SANITARY SEWER (8 -10) LF 700 20.00 14000.00 4 8" PVC SANITARY SEWER (10 -12) LF 200 22.00 4400.00 5 8" PVC SANITARY SEWER (12 -14) LF 300 24.00 7200.00 6 8" PVC SANITARY SEWER (14 -16) LF 1500 26.00 39000.00 7 SANITARY MANHOLE (0 -8') EA 7 1400.00 9800.00 8 MANHOLE EXTRA DEPTH (> 8') LF 35 80.00 2800.00 9 4" FORCEMAIN LF 2650 10.00 26500.00 10 LIFT STATION LS 1 50000.00 50000.00 11 8" X 6 "WYE EA 19 15.00 285.00 12 6" SANITARY SEWER SERVICE LF 1110 9.00 9990.00 13 JACK BORE SANITARY SERVICES EA 9 1000.00 9000.00 14 STANDARD PROCTOR EA 2 85.00 170.00 15 IN -PLACE DENSITY EA 56 45.00 2520.00 T SCHEDULE 2.0 SANITARY SEWER - TOTAL $ 194,665.00 Page 1 COST ESTIMATE Watermain and Sanitary Sewer 20th Avenue City of Centerville 260 - 085 -10 I ITEM UNIT TOTAL NO. ITEM UNIT QTY PRICE PRICE WATERMAIN CONSTRUCTION COST SCHEDULE 1.0 WATERMAIN $ 266,745.00 OVERHEAD - 35% $ 93,360.75 WATERMAIN CONSTRUCTION COST - TOTAL $ 360,105.75 SANITARY SEWER CONSTRUCTION COST SCHEDULE 2.0 SANITARY SEWER $ 194,665.00 OVERHEAD - 35% $ 68,132.75 SANITARY SEWER CONSTRUCTION COST - TOTAL $ 262,797.75 Page 2 /\ \I 0 600 W 40 n I n . l N.a. � o } -- MAIN STREET — - - — C.S.A.H. NO. 14 r a C , P te — a r ...-- — Nap ,.v. , . 1 . �� \ o SHEEHY Y LIJ a J — 2 • 0 PR cY' 1. Z � �� \ \'' J ig HERMAN STREHLOW J IQ u_ n • • a " I� 0 a , i a KE,NCO = > y 1 • " A" g JOYCE STEVENS 0 0 5 , ' n KENCO I n CARPEVTER REEL MANUFAdTURIN N.__ I z GERALD REHBEIN REHBEIN < INC. _ "A"_._ _ 1 c REHBEIN INC. — _�•B — ° C " - -. CEDAR S TREE T — C I T Y O F LINO LAKES cwesoc 1U 7/97 MST Milt wTe 20111 AVENUE IMPROVEMENTS 1 PK m 260 -O85 -M Hoped R Oven Carper& ennlle LOCATION MM iwrmo ,oe xa carauao ea.®s / N LEGEND: - 0 gill' 600 - EXISTING WATERMAIN PROPOSED WATERMAIN w in n A. �: _ Z _ m.m• � 1 0 . Al.' • 1 ' _ . C.S.A.H. NO. 14 [ = O0 L PA "K rt gin. a„.. !7v f ■ _ • A FSYI ,US t kW:Tier . 0 EXISTING 10 "WATERMAIN v) w �1 n O * Z in 10" I Z J II .9 n u u a u I ¢ O ,.r , v Z >- ff .7_111 • I U QA U — v 10" I 1 Z 10' 16" / //''�� \ I z METER VAULT N 1 . CEDAR STREET CITY O F LINO LAKE ii EXISTING 16" WATERMAIN MJ 7/97 away MMM: MM 20TH AVENEUE IMPROVEMENTS pi( 260- 085 —M Rued R peen ely 12 P TVille PROPOSED WATERMAN 2 APPROVED: aoe N0. coxvRVa e1a®v ® LEGEND: • EXISI1NG FORCEMAIN 0 600 EXISTING SANITARY SEWER mile PROPOSED SANITARY SEWER • ■ ■ ■ • PROPOSED 4 "FORCEMAIN 0 ca ro I ( I / o z MAIN STREET - . _ 0 . . GSAH. NO. 14 r • r, ° 1 I / x " ?ARK • • - I • IN9OSTg J vi y N EXISTING • I y w SANITARY \ - I MANHOLE _a - -_ - . I J ¢ — _ O PROPOSED 4" FORCEMAIN ,° u' _ z J t O z 4 i O " " " • n 1. 1 } P ROPOSED 4" FORCEMAIIN 1 _ , �_ o P � S _ „_ • I o — — _______A • • LIFT STATION I PROPOSED SANITARY z SEWER / ///�� W / \ Z Ict _ _ . _ _ I . __ __ _ _ (IDAR STREET . . __-- �-�- C I T Y O F LINO LAKES MI 7/97 Pr OMR •,••,• aae 20rN AVENEUE IMPROVEMENTS 3 PR 2130- 'toad R Oeen CanperN L - PROPOSED SANITARY SEWER ER JOB Kt wwnw e+O•mn li _ DATE: 06 -20 -97 FROM: CIRCLE PINES/LEXINGTON POLICE max" TO: JIM MARCH RE:TRAFFIC CONTROL CHANGE- 73 AVE AND OLD MILL ROAD CC: CENTERVILLE CITY COUNCIL Mr. March Per your request, we are evaluating the possibility of placing stop signs at East and West bound 73 Ave. at Old Mill Rd. As you know this will change this intersection to an all way stop. It is our understanding that some residents in that area have concerns about the safety of their children due to the current control of that intersection, stop sign at South bound Old Mill Road at 73` Ave. only. We are sympathetic with the concerns of the residents in the area and will attempt to explore this problem based on guide lines set forth by the Manual on Uniform Traffic Control Devices, M.U.T.C.D. Section 2B -6 In the M.U.T.C.D. Guide Lines, studies have shown that (all way) stops do not have a significant impact on vehicle speeds. In midblock areas, where most accidents involving young pedestrians occur, speed increases are frequently the cause. In some cases accidents actually increase, possibly due to the stop signs being unexpected or deemed unnecessary thereby encouraging rolling stops, or by instilling a false sense of security in crossing motorists and pedestrians. This study defines the "Warrants" or justification for (all way stops), as follows: 1) An accident problem, as indicated by five or more reported accidents of a type susceptible of correction by a multiway stop installation in a 12 month period. These include Right and Left turn collisions, as well as Right angle collisions. 2) Minimum traffic volumes: Average of 500 Vehicles per hour for any eight hours /average day. Combined vehicle /pedestrian volumes from the minor street or highway (Old Mill Road) must average 200 units per hour for the same eight hours, with an average delay to minor street (Old Mill Road) vehicular traffic of at least 30 seconds per vehicle during the maximum hour. 3) When 85% of approach speed of the major street, (73 Ave.) exceeds 40 MPH, the minimum vehicular volume warrant is 70% of the above requirements. To clarify the above requirements: 1) 5 or more reported accidents that are avoidable during a 12 month period with the installation of all way stop signs. 2) 500 or more vehicles using that intersection per hour within an eight hour period, and 200 units ( vehicle and pedestrian) are using Old Mill Road within that same period, and this heavy traffic volume is causing Old Mill Road traffic delay of 30 seconds or more per vehicle. 3) If 85% of the vehicles on 73 Ave. exceed 40 MPH, the minimum volume needed will drop to 350 Vehicles instead of 500, and the Minor street volume will drop to 140 combined vehicle and pedestrian rather than 200. This study also advises of more noise where an intersection is "All way stop ", as speeders tend to speed up to make up time. They also refer to the fact that unnecessary stops reduce the efficient movement of traffic flow, by increasing travel time on the route. Three traffic studies have been performed at the above intersection; 06 -20 -97 1500 to 1545 Hrs -19 vehicles, 4 pedestrians were observed. 06 -21 -97 1817 to 1858 Hrs -12 vehicles, highest speed of 37 MPH 06 -22 -97 0905 to 0947 Hr.- 9 vehicles, highest speed of 35 MPH Using the above recommendations, it is clear that the intersection of 73 Rd Ave. and Old Mill Road does not meet the requirements of an all way stop intersection. Though it is not mentioned in this study, 73 Ave. does have a walk way. This should eliminate the need to walk in the streets. An alternative to the stop sign may be a posted/marked crosswalk at the intersection. It is not our intention to deter citizen input and recommendations. We know it is an attempt to make our city a safer place to live. The officers of the Circle Pines/Lexington police department have been alerted to the concerns of the residents in the area and will spend as much time patrolling that intersection as calls will allow. We welcome your input. CITY OF CENTERVILLE STATE OF MINNESOTA RESOLUTION 97 -13 RESOLUTION CALLING FOR A PUBLIC HEARING BY THE CITY ON THE PROPOSED ADOPTION OF THE MODIFICATION TO THE DEVELOPMENT PROGRAM FOR DEVELOPMENT DISTRICT NO. 1, AND THE PROPOSED ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO. 1 -5 THERIN, AND THE PROPOSED ADOPTION OF A TAX INCREMENT FINANCING PLAN THEREFOR. BE IT RESOLVED by the City Council (the "Council ") for the City of Centerville, Minnesota (the "City "), as follows: Section 1. Public Hearing. This Council shall meet on Wednesday, August 27, 1997, at approximately 7:00 p.m. to hold a public hearing on the proposed adoption of the Modification to the Development Program for Development District No. 1, the proposed establishment of Tax Increment Financing District No. 1 -5, (an economic development district), and the proposed adoption of a Tax Increment Financing Plan therefor, all pursuant to and accordance with Minnesota Statutes, Sections 469.124 through 469.134, inclusive, as amended, and Minnesota Statutes, Sections 469.174 through 469.179, inclusive, as amended, in an effort to encourage the development and redevelopment of certain designated areas within the City; and Section 2. Notice of Public Hearing. Filing of Program and Plan. City staff is authorized and directed to work with Ehlers and Associates, Inc., to prepare the Modification to the Development Program and the Tax Increment Financing Plan (the "Program and Plan ") and to forward documents to the appropriate taxing jurisdictions including Anoka County and Independent School District No. 12. The City Administrator is authorized and directed to cause notice of the hearing, together with an appropriate map as required by law, to be published at least once in the official newspaper of the City not later than 10, nor more than 30, days prior to August 27, 1997, and to place a copy of the Program and Plan on file in the City Administrator's office at City Hall and to make such copy available for inspection by the public. Dated: Adopted: Mayor ATTEST: Ry -Chel Gaustad, City Clerk 0 Ehlers and Associates, Inc. LEADERS IN PUBLIC FINANCE SCHEDULE OF EVENTS ' CENTERVILLE CITY COUNCIL FOR THE MODIFICATION OF DEVELOPMENT DISTRICT NO. 1 AND THE ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO. 1.5 • (an economic development district) As of July 17, 1997 July 23, 1997 City Council calls for public hearing on the modification of Development District No 1 and the establishment of Tax Increment Financing District No. 1 -5. July 28, 1997 Fiscal/economic implications received by School District and County Board (at least 30 days prior to public hearing). (Sent by July 25, 19971 August 6, 1997 Planning Commission finds Program and Plan to be in compliance with City's comprehensive plan. August 12, 1997 Date of publication of hearing notice and map (at least 10 days but not more than 30 days prior to hearing). (Quad Community Press publication deadline August 6, 19971 August 27, 1997 City Council holds public hearing on the modification of Development District No. 1 and the establishment of Tax Increment Financing District No 1.5 and passes resolution approving the Program and Plan. (Council packet information sent by August 18, 1997) September, 1997 Ehlers certifies Program and Plan with county and state. • M \NINNSOTA CE%' ERMNTIf 1-3\3046M/ OFFICES IN MINNEAPOLIS, MN AND BROOKFIELD, WI 2950 Norwest Center . 90 South Seventh Street. Minneapolis. MN 55402 -4100 Telephone 812- 339 -8291 . FAX 612. 339 -0854 Ehlers and Associates,lnc. LEADERS IN PUBLIC FINANCE DISTRIBUTION LIST CENTERVILLE CITY COUNCIL FOR THE MODIFICATION OF DEVELOPMENT DISTRICT NO. 1 AND THE ESTABLISHMENT OF TAX INCREMENT FINANCING DISTRICT NO. 1-5 (an economic development district) CITY; Jim March, City Administrator City of Centerville (612) 429 -3232 Phone 1880 Main Street (612) 429 -8629 Fax Centerville, MN 55038 DEVELOPMENT Steve Bubul f niN'Svr,; Kennedy and Graven (612) 337 -9300 Phone 470 Pillsbury Center (612) 337 -9400 Fax 200 South Sixth Street Minneapolis, MN 55402 DEVELOPMENT Sid Inman ADVISOR' Ehlers and Associates, Inc (612) 339.8291 Phone 2950 Norwest Center (612) 339 -0854 Fax 90 South Seventh Si. Minneapolis, MN 55402-4100 DFVF1.OPFR: Rich Tuomi ESOX Holdings, LLC (612) 653 -6810 Phone 1890 Center Street (612) 653 -6881 Fax Centerville, MN 55038 N:\ht¢JNsOTA\CHNTERVDTG 1- SDISTLIST OFFICES IN MINNEAPOLIS, MN AND BROOKFIELD, WI 2950 Norwest Center • 90 South Seventh Street • Minneapolis. MN 55402 -4100 Telephone 612.339 -8291. FAX 612- 339 -0854 CITY OF CENTERVILE PARK & RECREATION COMMITTEE MEETING MINUTES June 3, 1997 Pursuant to due call and notice thereof, the Park and Recreation Committee of the City of Centerville did not hold their regular meeting on June 3, 1997 at City Hall due to a lack of a quonun. PRESENT: Michael Navin Steve Brown ABSENT: Dale Larson Rick Thompson Kevin Fogarty STAFF'CONSULTAN'TS: Jim March, City Administrator Respectfully Submitted, Ry -Chel Gaustad City Clerk e . CITY OF CENTERVILE PARK & RECREATION COMMITTEE MEETING MINUTES June 16, 1997 Pursuant to due call and notice thereof, the Park and Recreation Committee of the City of Centerville held their regular meeting on June 16, 1997 at City Hall. Meeting was called to order at 6:30 p.m. by Chairperson Richard Thompson. PRESENT: Richard Thompson Kevin Fogarty Michael Navin Dale Larson STAFF: Jim March ABSENT: Steve Brown Chairperson Richard Thompson gave a brief overview of the potential LaMotte Park development project Chad Bruner, from Forest Lake Area Athletic Association, which represents girls softball, commented that the field length of 28011. may be a little short for baseball, but is adequate for softball. The Forest Lake Area Athletic Association is looking for additional space - probably two fields. Currently the Lino Lakes girls team is scheduled for six nights per week. One option to fit the fields on the parcel would he to create two smaller and two larger fields? The Forest Lake Area Athletic Association represents Columbus, Linwood, Forest Lake and Lino Lakes. The money their organization raises goes towards equipment. Dan Kieger - President of Forest Lake Area Athletic Association is willing to help with the project and with raising donations. He can be contacted at: 780 -3387. The consensus of the board was that it would be the goal of the committee to eventually have the fields lighted. Michael Navin commented that Park and Rec. is interested in acquiring donations in f exchange for playing time or exclusive rights to the fields. It was mentioned that Fete Des Lacs City Celebration would need to have priority on the appropriate weekend. This year the city celebration is scheduled for July 25 - 27th. The Forest Lake Area Athletic Association's season is over on July 10th. Michael Navin would like to invite Anoka County Soil and Water Conservation District to the public hearing. John Vondelinde (Anoka County Park and Recreation Director) will be invited to the meeting on the 24th. Motion by Kevin Fogarty to send a letter to organizations stating that the Park and Rec. Committee is going to proceed with its plans to develop LaMotte Park. Seconded by Richard Thompson. Motion Carried. Meeting adjourned at 7:00 p.m. Respectfully Submitted, 9 )1; 4 ,04 4 Jim March City Administrator CENTERVILLE ECONOMIC DEVELOPMENT COMMITTEE REGULAR MEETING MINUTES TUESDAY June 17,1997 Pursuant to due call and notice thereof, the Centerville Economic Development Committee held their regular scheduled meeting on June 17, 1997. Acting Chairperson John Magill called the meeting to order at 9:30 P.M. Present: Dan Tourville, Theresa Brenner, Paul Montain, Jim March, Mary Capra, Tim Rehbine. Downtown Revitalization Meeting Tim explained the reason for the meeting was to have an informal meeting with the committee looking for feedback and ideas on what people would like to see happen to the downtown area such as: themes, trails, downtown center, zoning requirements, covenants. Concerns: * *Would residential lots be squeezed out to commercial? * *Will redevelopment be pushed through at the expense of the residential property owners expense? * *Safety, noise, policing traffic, costs, streetscape, types of businesses that would be allowed, current zoning and setback requirements... Ideas: The church will need to expand some day. The Father would love to see the church build over by the lake and have all the buildings tie together, parking would be a problem though. Tim feels we need to get a committee together of business owners and residential property owners to work on this revitalization to get ideas and draw some conclusions of what people would like to see happen to the downtown area. Anybody willing to work on this project can get together. The committee would like to have the information from Anoka County on the new proposed trailway system for the next meeting. On July 14, 1997 at 6:30 P.M. anybody interested may get together at the public works building and take a look at the new property acquired for addition to LaMotte Park and the public works site. Tim Rehbine felt it would be beneficial to have a person from Park & Rec on this committee for input. Approval of May 1997 Minutes Motion by John Magill to approve the May 1997 meeting minutes, second by Dan Tourville, Tim Rehbine AYE, Paul Montain and Mary Capra abstained. Star City Goals and Objectives Welcome Neighbor - Mary Capra reported the Welcome Neighbor packets are done. Chief Van Burkleo agreed to have the police deliver the exchange for playing time or exclusive rights to the fields. It was mentioned that Fete Des Lacs City Celebration would need to have priority on the appropriate weekend. This year the city celebration is scheduled for July 25 - 27th. The Forest Lake Area Athletic Association's season is over on July 10th. .he list is not sold to any telemarketers. Michael Navin would like to invite Anoka County Soil and Water Conservation District : Award - The award special e o be given to Joseph La to the public hearing. John Vondelinde {Anoka County Park and Recreation Director) rque with a special recognition going to Father -ds will be done during the Fete des Lacs will be invited to the meeting on the 24th. Motion by Kevin Fogarty to send a letter to organizations staring that the Park and Rec. Water /Downtown Zoning Committee is going to proceed with its plans to develop LaMotte Park. Seconded by we are still waiting on final approval of the Richard Thompson. Motion Carried. Counci 1 . They are /20uesting some changes be sistent with thei nson complete them. r 20/20 plan but are willing to to have Dean Joh Meeting adjourned at 7:00 p.m. Respectfully Submitted, s held at City Hall and it went very well. We (S- ,`�� >re paid registrants. 7 /; 4 4.V4 Jim March l in *250.00 from which he had collected from welcome neighbor ads. City Administrator / Water Tower araid Rehbein has petitioned for water to be ran or his industrial property. d the new Lino Lakes tower was to be operating as i i 0: 5 P.M. tain to adjourn the meeting at 1 4 P.M., second L in Favor. fitted, Q O L I CE Circle Pines Lexington c. Da oid O. Van Burkteo Police Department Ch t�Jgjpullce ZO0 Ci H Circle • Ginty pines, AIN 35014 • (813) 784-2501 Gerry Rtemoen � r Administrative �4 Secretary July 3, 1997 Officer Michael A. Jensen Circle Pines - Lexington Police Department Circle Pines, MN 55014 Dear Officer Jensen; Just a brief note of appreciation for your efforts on June 28, 1997, during the Waterworks Summer Jam. This event was particularly complicated due to severe weather. I was particularly pleased to see the decision made to shut down the event and evacuate citizens to the elementary school upon the approach of severe thunderstorms. This was an excellent decision on your part. Congratuons on a fine effort. Since e , - @avid 0. VanBurkleo Chief of Police DOV /ggr c.c.: Commission Centerville Council 4 O L IC E Circle Pines Lexington David O. Van Durkin, at Police Department Chief gjPolice A ht ` i t 200 Civic Heights Greek • Circle Pines, MN 55014 • (812) 784-2501 Gerry Rismoen Administrative f Cre Secretary July 3, 1997 Officer Todd Gleason Circle Pines- Lexington Police Department Circle Pines, MN 55014 Dear Officer Gleason; Just a brief note of appreciation for your efforts on June 28, 1997, during the Waterworks Summer Jam. This event was particularly complicated due to severe weather. I was particularly pleased to see the decision made to shut down the event and evacuate citizens to the elementary school upon the approach of severe thunderstorms. This was an excellent decision on your part. Congratt rations on a fine effort. Sinc -r•ly, David 0. VanBurkleo Chief of Police DOV /ggr c.c.: Commission Centerville Council I PETITION FOR SAFE STREETS IN THE CITY OF CENTERVILLE We would like to bring to the attention of the City of Centerville Public Works Department, the desperate need for an upgrading and resurfacing of our neighborhood streets. As you are probably aware of the numerous injuries incurred by the children of our city due to the current surface materials used on our streets, we would like to elaborate on these concerns and our desires for an immediate improvement: - Many of our children have been hurt repeatedly on these rocks. - There are many families with young children in our neighborhood, some of these children/toddlers have not yet fully developed their coordination skills, making them even more susceptible to injuries while engaging in play - for some of these kids, even walking on this surface can result in major injury trauma. - These families have chosen to build on this cul -de -sac street partially because of the safety for our children and the fact that it is a non - through traffic location. Although it may be pointed out that it is a safety issue to allow our kids to play in the street, there are certain activites in which there are no other areas in which to do so; learning to ride a bike, skateboarding, roller skating, etc. - We believe that for the taxes we as homeowners in Anoka County are paying, the city should budget for safe materials for our streets and allow the residents to have an impact on the materials chosen. d— i ' rtht.V � CO • LC a�. - t fRCL 111 tip • ., tJ tt.uQt Gam' awn, • \J A I A -N I We would greatly appreciate immediate action on this matter. Sincerely, Residents of Centerville If you support the above request for our street surface upgrade, please sign your name and address below, and also, feel free to add your comments and personal experiences/injuries. Thank you.