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1996-10-23 - CC Packet
CITY OF CENTERVILLE CITY COUNCIL AGENDA 4-L October 23, 1996, 6:00 p.m. TO ORDER APPROVAL OF MINUTES September 25, 1996, Meeting October 9, 1996, Meeting PAYMENT OF CLAIMS ty/ Centennial Fire District V!,/ City of Centerville Clea er Meadows - Pay Estimate -- 2 e Pass - soma SET AGENDA PETITIONS AND COMPLAINTS OLD BUSINESS Informational Meeting - Clearwater Meadows Assessments, Brian Drive Water Services ' Eagle Pass Final Plat 1/ Willow Glen Update Floodplain Revision for Gerald Rehbein NEW ;rSS Letter from Randy J. Mancuso Citizen and Business Persor/of the Year Nominat'ons Cv� bW1G dc �iilu +iw `q, Gl .ay+�ve r'c -✓ly �E, ADMINISTRATOR REPORTS 1. CB Commercial - Representing US WEST for antenna placement on watertower CONSENT AGENDA ADJOURN OCT 10 RM TO: City of Centerville,MN FROM: Randy J. Mancuso 7227 Clear Ridge Centerville, MN 55038 Home Phone: 429 -9331 RE: Partial financial reimbursement for bank stabilization on Clearwater Creek as it pertains to my property. TO WHOM IT MAY CONCERN; I am requesting a one third financial reimbursement of my cost of $7900 for rip rapping of Clearwater Creek as it runs through my property. The Rice Creek Watershed District has already approved one third funding for this project. Contrary to the city's stated beliefs that the larger culverts installed on Main Street as it passes over the creek would not increase flow, the water volume and speed has noticeably increased, accelerating the erosion process. The new housing developments upstream will obviously contribute to the increased water volume in the creek due to the added run off. I am therefore forced to stabilize my creek bank to prevent the washing away of my property. I would hope that the City of Centerville will financially support my efforts as I believe that the city's development is partially responsible for the present and future status of this portion of my property. Other municipalities have contributed to similar projects, as stated by the Rice Creek Watershed District. If this requires a hearing before the city council, please schedule me for this. I am hoping these monies will be included in next years budget. Reimbursement would not be expected for this year. I look forward to your response to this letter, and the opportunity of presenting my case before the city council personally. Resp y Yours; Randy I M�icus� R S AF t27"U91L q ... a :emu sna �as� ros�cn�cets���c City of Centerville PUBLIC INFORMATIONAL MEETING CLEARWATER MEADOWS AND BRIAN DRIVE WATERMAIN SERVICES October 23, 1996 6:00 p.m. Centerville Council Chambers Tom Wilharber, Mayor Sanna Buckbee, Council Member Mary Jo Helmbrecht, Council Member Theresa Brenner, Council Member Laura Powers - Rasmussen, Council Member Jim March, City Administrator Gregory Hellings, City Attorney David Nyberg, City Engineer 260 o,7- 170,.oct U a rvi je dfishtd 1857 f0.1SGLfl56f1 NEW AGENDA I. Call to Order II. Proposed Improvements III. Proposed Costs and Assessments IV. Read Correspondence into Record V. Property Owner Questions and Comments VI. Adjourn 260/077 - 1704.= S terville Sstzbhshed IB57 mta�nsc escic�ms PROPOSED IMPROVEMENTS A. Trunk Watermain South of City Hall B. Trunk Watermain Along Cottonwood Court C. Services Provided to Pro erty Line 260/077- 1704.mt lll� a� 11AN IC EICEW PROPOSED ASSESSMENT ANNUAL COSTS TOTAL ASSESSMENT $1,644.91 ASSESSMENT PERIOD: 10 Years INTEREST RATE: 8% (annual compounding) ANNUAL PAYMENT: First Year - $270.38 Second Through Tenth Year - $245.14 260 o77- 1704.af S a terville LstauN d Y857 msn�nr'se�rti�as OTHER (NON- ASSESSMENT) COSTS Water Availability Charge (WAQ Water availability charges are the costs to connect to and become a part of the Centerville water system. This cost pays for the capital costs associated with water systems such as elevated storage, water treatment facilities, and maintenance. Property Owner Casts The individual property owner will be responsible for the connection between the property line and the individual building. Because of the many different configurations this cost varies considerably and is difficult to estimate. Property owners may also have costs associated with taking individual well systems out of service. 260/077- 1704.act ASSESSMENT ROLL FOR: CLEARWATER MEADOWS CITY OF CENTERVILLE lfl�'Pffl, 0. PERTYK i�� Nil M1 I 1� I i'N. Ell atllrM 1 .l .1 m�a'mmql AND, 2331 22 140021 Rockey Goertz 7041 Brian Drive Centerville, MN 55038 LOT 1, BLOCK 1 Municipal 014,232.88 2 2331 22 140022 Rockey Goertz 7033 Brian Drive Centerville, MN 65038 LOT 2, BLOCK I Municipal $14,232.88 3 2331 22 140023 Rockey Goertz 7025 Brian Drive Centerville, MN 55038 LOT 3, BLOCK 1 Municipal $14,232.88 4 2331 22 140024 Rockey Goertz 7017 Brian Drive Centerville, MN 55038 LOT 4, BLOCK 1 Municipal $14,232.88 5 2331 22 14 0025 Rockey Goertz 7005 Brian Drive Centerville, MN 55038 LOT 5, BLOCK I Municipal $14,232.88 6 2331 22 140026 Rockey Goertz 1988 Main Street Centerville, MN 65038 LOT 1, BLOCK 2 Municipal $14,232.88 7 2331 22 14 0027 Rockey Goertz 1970 Main Street Centerville, MN 55038 LOT 2, BLOCK 2 Municipal $14,232.88 8 2331 22 140028 Rockey Goertz 7098 Cottonwood Drive Centerville, MN 55038 LOT 3, BLOCK 2 Municipal 414,232.88 9 2331 22 14 0029 Rockey Goertz 7092 Cottonwood Drive Centerville, MN 55038 LOT 4, BLOCK 2 Municipal 014,232.88 10 2331 22 14 0030 Rockey Goertz 7084 Cottonwood Drive Centerville, MN 65038 LOT 5, BLOCK 2 Municipal $14,232.88 11 2331 22 140031 Rockey Goertz 7072 Cottonwood Drive Centerville, MN 55038 LOT 6, BLOCK 2 Municipal $14,232.88 12 2331 22 140032 Rockey Goertz 7068 Cottonwood Drive Centerville, MN 55038 LOT 7, BLOCK 2 Municipal $14,232.88 13 2331 22 140033 Rockey Goertz 7080 Cottonwood Drive Centerville, MN 55038 LOT 8, BLOCK 2 Municipal 014,232.88 14 2331 22 14 0034 Rockey Goertz 7054 Cottonwood Drive Centerville, MN 65038 LOT 9, BLOCK 2 Municipal $14,232.88 15 2331 22 14 0035 Rockey Goertz 7048 Cottonwood Drive Centerville, MN 55038 LOT 10, BLOCK 2 Municipal $14,232.88 116 2331 22 14 0036 Rockey Goertz 7044 Cottonwood Drive Centerville, MN 55038 LOT 11, BLOCK 2 Municipal $14,232.88 17 2331 22 14 0037 Rockey Goertz 7041 Cottonwood Drive Centerville, MN 55038 LOT 12, BLOCK 2 Municipal $14,232.88 18 23 31 22 14 0038 Rockey Goertz 7049 Cottonwood Drive Centerville, MN 55038 LOT 13, BLOCK 2 Municipal $14,232.88 10/17196 ' ji Nil lA 2331 2%14O039 RonkoyGoortz 7055 Cottonwood Drive Centerville, MN 55038 LOT 14, BLOCK 2 Municipal $14,232.88 20 2331 2214VO40 RookoyGoonz 7083 Cottonwood Drive Centerville, MN 55038 LOT 15. BLOCK 2 Municipal $14`232.88 21 2331 22140041 RookoyGuurtz 7071 Cottonwood Drive Centerville, MN 55038 LOT 16. BLOCK 2 Municipal 014,232.88 22 2331 22 140042 RookoyGoortz 7075 Cottonwood Drive Centerville, MN 56038 LOT 17. BLOCK 1 Municipal $14,232.88 23 2381 22140048 RookovGoortz 70a6 Cottonwood Drive Centerville, MN 65038 LOT 1V^ BLOCK 2 Municipal $14,232.88 24 2331 22140044 RockoyGoortz 7895 Cottonwood Drive Centerville, MN 55038 LOT 19.BLOCK 2 Municipal $14.232.88 25 2331 22 140045 RuokoyGooxz 7O87 Cottonwood Drive Centerville, MN 55038 LOT 20. BLOCK 2 Municipal $14.232.88 26 1331 22140048 RnvkevGuortz 7O40 Brian Court Centerville, MN 55038 LOT 21. BLOCK 2 Municipal $14`232.88 27 2331 22140047 RookoyGvortz 7034 Brian Court Centerville, MN 65038 LOT 22, BLOCK % WYunioivo| $14.232.88 28 2331 22140048 RockuyGourtz 7OZ0 Brian Court Centerville, MN 55038 LOT 23. BLOCK % Municipal $14,232.88 28 2331 22140O43 RookoyGoenz 7O2O Brian Court Centerville, MN 55038 LOT 24. BLOCK 2 Municipal $14'232.88 30 2331 22 140050 RookeyGoortz 7O18 Brian Court Centerville, MN 65038 LOT 25, BLOCK 2 Municipal $14,232.88 31 2331 22140061 RockeyGoortc 7OV8 Brian Drive Centerville, MN 55038 LOT 28. BLOCK 2 Municipal $14 32 2331 2214O052 Ruuko 'Goouz 7V19 Brian Drive Centerville, MN 55038 LOT 37. BLOCK 2 01ooioipu| $14,232.88 33 2331 22 140053 RnokoyGoertz 702A Brian Drive Centerville, MN 5503e LOT 28. BLOCK 2 ;Wuoioipu| $14'232.88 34 2331 22 140015 Johnson, Michael D.& Kathleen 01. 7048 Brian Drive Centerville, MN 55038 Water Service 41,844.91 35 23312214VOOOEdbon;, Mark Stephan 7O72 Brian Drive Centerville, MIN 5503V Water Service $1,644.97 36 23312214OVl4 Paterson, Jerry A.&Phyllis 7O8O Brian Drive Centerville, NYNO5O38 Water Service $1,644.91 37 2331 22140013 Fogarty, Kevin P.& Mary J. 7088 Brian Drive Centerville, MN 55038 Water Service $1,644.81 38 233122140005 Wilson, Gary D.&01.E. 7O94 Brian Drive Centerville, MN5503O Water Service $1.044.91 1N17190 2 .:a; . ,a �, a nap ss ��5 _ ap r ,,,, .. f �.. ) +R d .a „ ¢�R R� (�' ( � D E5,S �1 iI kk��l k� ,f{i R. d �� .,.;,, ,I � Itl�kk 'I,'„ v &I riR k � s Ml�a %9 %m' p• R l( 39 23 31 22 14 0017 Ryan, Craig A. & Christine 7098 Brian Drive Centerville, MN 55038 Water Service $1,644.91 40 23 31 22 14 0012 Rehbein, Richard & Virginia 7049 Brian Drive Centerville, MN 55038 Water Service $1,644,91 41 23 31 22 14 0011 Lundgren, Susan C. 7067 Brien Drive Centerville, MN 55038 Water Service $1,644.91 & 23 31 22 14 0010 SUMMARY Total Assessment $482,844.32 Assessment - Clearwater Meadows - 33 lots $469,685.04 Assessment- Brian Drive Water Services - 8 services $13,159.28 Total Assessment for October 23rd Hearing $482,844.32 10/17/96 3 r . DATE: October 17, 1996 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 October expenses. Your approval of October expenses as listed on the attached copy of the check register, checks #8400 - 8424 and 011397 - 11398, in the amount of $ 5,330.36 is hereby requested. MB /al cc: 7 Circle Pines City Council 7 Centerville City Council 7 Lino Lakes City Council 2 File IE FINOERS - Line up top of check with these numbers, entry wig appear on corresponding line DESCRIPTION A EARNINGS DEDUCTIONS ' ` CHECK CHECK DATE CHECK ISSUED TO ! { ' NUMBER AMOUNT - REGULAR GROSS f f i 530 gq00 +ottaf8$ �" 117 b mo Yk /')\. d I C �h rA 1 r ! qLjo L , 1 }Fill Jr� "115 q� _ -7q 1 14 0 0 '1(0 ' i Lei` LPL Ff` So�vU� P2`NT! (or 21+ I g o 2-1 ��IS b I I 1, C53fl5 I�Z! y% it °IlSf� Mf �� t�✓ a i lbfk 5oU44 n QS nfi L 12 z's5 II,7 !Vrtcc:L fl&fjuo�rrL. f r � 38 _ 0, 1 C h2 ni i cc( 2t) rtk -P L L(I- L - g 7S ?o 0- CC 21z) ry`L r1La Pi,czlt - � o2 l6 h ! to ry r \� - r rr) p a_t' n. ! I MI, 6 ✓LLLASi ve-;K l c'I C . 5312 is a I � A L4 CajS gql g Z" 'GTE ' �i✓o � cJP S� � �IICt)l � /LiCafionS � 53`60 � � �t`� __� BZ �� itS ,�oCc,l,,,,+- «�.�crr�� 3aa TL ktic 23 ° 115 i� �vltc�S c�(�lisi�l, r C�. 3SS ammwu 5evvias (LrZ2- gr5rb lv� o &W '�� FFIC�St}A�tr�S�P�J I ¢ _L 53 �l{ 632o vfiiV, 5e rv, L' aq i k3-30 3L CCOUNTANT CLIENT i ( PADS ► A i i i 3 TOTALS II tt{ PREYIODS PADE.. - I O uBM1TTEO l I I I 4 TO DATE ► M0. DAY YR. TOTALS ► $CI� 700ATE w� unM usv D35 -EDP - ACCOUNT (t H FORM NO. AJP1 NUMBERS I ! ` I i \ i .r MS1 CUMLLT IG ElCINFERS October 14, 1996 1326 Energy Park Drne File: 260 - 077 -30 St. Paul, MN 55108 612 - 6444389 1- 800888 -2923 Mr. Jim March, Administrator Fax: 612-644-9446 City of Centerville 1880 Main Street Centerville, MN 55038 RE: CLEARWATER MEADOWS PARTIAL PAY ESTIMATE NO. 2 Dear Mr. March: Enclosed please find Pay Estimate No. 2 for the Clearwater Meadows Project. The Pay CIVIL ENGINEERING Estimate includes installation of silt fence along the creek, sanitary sewer along Brian Drive ENVIRONMENTAL and Brian Court, and the completion of the watermain system. NICIPAL PLANNING The total amount due at this time is $113,380.79, with a retainage of $7,859.94, or 5 % of SOUDWASTE the amount earned to date. We recommend payment at this time. STRUCTURAL SURVEYING We will be in attendance at the October 23rd Council meeting if you have any questions TRAFFIC about the project or the Pay Estimate. TRANSPORTATION Sincerely, ELECTRICAL /MECHANICAL ENGNEERW6. MSA, CONSULTING ENGINEERS HVAC A POWER SCADA DISTRIBUTION WVV�- 1 (' SCADA u �, SYSTEM CONTROLS David E. Nyberg, P.E. Project Manager DEN:pd Enclosure cc: Mr. Guy Larson, Lametti & Sons, Inc. 078- 1414.mt FFICESIN: MINNEAPOLIS PRIOR LAKE ST. PAUL WASECA An Equal Opportunity Employer PARTIAL PAYMENT ESTIMATE NO. 2 FROM: SEPTEMBER 14, 1996 TO: OCTOBER 11, 1996 CONTRACTOR: LAMEM & SONS, INC. ADDRESS: 16028 FOREST BLVD. N., HUGO, MN 55038 OWNER: CITY OF CENTERVILLE, MINNESOTA ]PROJECT: CLEARWATER MEADOWS (26"77-30) COMPLETION DATE AMOUNT OF CONTRACT: ORIGINAL: ORIGINAL: $ 350,722.24 REVISED: REVISED: . .. .... ........ . x� SCHEDULE 1.0 STPEW 1 CLEARING AND GRUBBING PER TREE 2 150.00 30D.00 2.00 300.00 100% 2.00 300.00 100% 2 SODDING SY 1,000 1.60 1,600.00 000 0,00 0% 0.00 0,00 0% 3 SILT FENCE LF 1,000 1.80 1,800.00 999.00 I,I80,20 99% 989.00 1,780.20 99% T SCHEDULE 1.0 SYTEWORK - TOTAL 3,700.00 2,08020 2.080.20 PERCENTAGE OF SCHEDULE 1.0 COMPLETED: 56% SCHEDULE 2.0 STREET CTi 1 REMOVE BITUMINOUS PAVEMENT SY 544 1.00 544,00 0.00 0.00 0% 0.00 0.00 0% 2 SELECT GRANULAR BORROW (P) CY 4,895 7.00 34,265.00 0.00 0.00 0% 0.00 0.00 0% 3 GEOTEXTILE FABRIC SY 8,663 1.50 12,994.50 0.00 0.00 0% 0,00 0.00 0% 4 4- PERF. THERMOPLASTIC PIPE DRAIN LF 3,534 2.50 8,835.00 0.00 0.00 0% 0.00 0.00 0% 5 SUBGPADE PREPERATION RD.STA. is 150.00 2,700.00 0.00 0.00 0% 0.00 0.00 0% 6 AGGREGATE BASE CLASS S TN 2,787 6.00 16,722.00 0.00 0.90 0% 0.00 0.00 0% 7 MILL PAVEMENT SURFACE SY 60 4.00 240.00 0.00 0.00 0% 0.00 0.00 0% 8 2331 TYPE 41A BITUMINOUS WEAR COUPS TN 660 23.00 15,180.00 0.00 0.00 0% 0.00 0.00 0% 9 2331 TYPE 31B BITUMINOUS BASE COURSE TN 710 21.00 14,910.00 0.00 0.00 0% 0.00 0.00 0% to BITUMINOUS MATERIAL FOR TACK COAT GAL 395 1.50 577.50 0.00 0.00 0% 0.00 0.00 0% 11 SURMOUNTABLE CURB AND GUTTER LF 3,410 5.75 19,607.50 0.00 0.00 07. 0.00 0.00 0% n:l (ertca0260\26007702.XL5 PAGE 1 260-077-30 I. BITUMINOUS CURB AND GUTTER LF 71 5.00 355.00 0.00 0.00 0% 0.00 0.00 0% 11 6' CONCRETE DRIVEWAY/APRON SY 12 30.00 360.00 0.00 0.00 0% 0.00 0.00 0% 14 BITUMINOUS DRIVEWAY RESTORATION SY 25 15.00 175.00 0.00 0.00 0% 0,00 000 0% 15 4" CONCRETE WALK SF 300 2.60 780.00 0.00 0.00 0% 0.00 0.00 0% 16 AIR VOIDS TEST EA 5 120.00 60.0 0.00 0.00 0% 0.00 0.00 0% 17 CONCRETE CYLINDER (PER SET OF 3) EA 5 40.00 200.00 0.00 0.00 0% 0.00 0.00 0% 18 GRADATION TEST EA 3 120.00 360,00 0.00 0.00 0% 0.00 0.00 0% 19 PROCTOR TEST EA I 40.OD 40.00 0.00 0.00 0% 0.00 0.00 0% 20 INPLACE DENSITY TEST FA 20 30.00 600.00 0.00 0.00 0% 0.00 0.00 0% T SCHEDULE 2.0 STREET CONSTRUC17ION - TOTAL 130,245.50 0.00 0.00 PERCENTAGE OF SCHEDULE 2.0 COMPLETED: 0% SCHEDULE 3.0 WATERMAIN I CONNECT TO EXISTING WATERMAIN EA 2 1,000.00 2,000.00 1.00 1,000.00 50% 1.00 1,000.00 50% 2 VALVE MANHOLE EA 1 1,800.00 1,800.00 1.00 1,800.00 100% 1.00 1,800.00 100% 3 CREEK CROSSING 'A" LS I 4,000-00 4,000.00 1.00 4,00.00 100% 1.00 4.000.00 1009, 4 CREEK CROSSING *B' Ls I 4,500.0 4,500.00 0.00 0.00 0% 0.09 0,00 0% 5 10" PVC WATERMAIN LF 1,100 15m 16,500.09 425,00 6,175.00 39% 425.00 6,375.00 39% 6 6' PVC WATERMAIN LF I ' sm 12.00 21,960.00 1,272.00 15,264.00 70% 1,584.00 19,008.00 87% 7 10" GATE VALVE AND BOX! EA 3 650.00 1,950.00 0,00 0,00 0% 0.00 0.00 0% 8 6" GATE VALVE AND BOX FA 5 350.00 1,750.00 3,00 1,050.00 60% 3.00 1,050.00 60% 9 HYDRANT AND GATE VALVE ASSEMBLY EA 9 2,100-00 18,900.00 5,00 10,500.00 56% 5-00 10,500.00 56% 10 FITTINGS LB 3,015 1.00 3,015.00 2,100,0 2,100.00 70% 2,250.00 2,250.00 75% 11 WATER SERVICE CONNECT EA 31 150.00 4,650.00 18.00 2,700.00 58% 18,00 2,700.00 58% 12 V COPPER SERVICE PIPE LF 1,500 7.00 10,500.00 795,00 5,565.00 53% 795.00 5,565.00 53% 13 GRANULAR FOUNDATION MATERIAL LF 2,764 0101 27.64 0.00 0,00 0% 0,00 0.00 07 14 PROCTOR TEST EA 1 40,00 40.00 Loo 40.00 100% 1.00 40.0 100% 15 INPLACE DENSITY TEST EA 30 30.00 900.09 12.00 360.00 4D% 14.00 420.00 47% SCHEDULE 3.0 WATERMAIN - TOTAL 92,492,64 50,754.0 54,708.00 PERCENTAGE OF SCHEDULE 3.0 COMPLETED: 59% n:N 12601260077#2.XLS GE 2 260-077-30 SCHEDULE d SA NIT ARYMWER I CONNECT TO EXISTING SANITARY SEWER EA 1 900.00 900.00 1.00 900.00 100% 1.00 900.00 100% 2 CONNECT TO EXISTING SANITARY MH EA 1 1,500.00 1,500.00 1.00 1,500.00 100% 1.00 1,500.00 100% 3 JACK13ORE STEEL CASING PIPE LF 75 150.00 11,250.00 37.50 5,625.00 50% 75.00 11,250.00 100% 4 12- PVC SANITARY SEWER LF 125 30.00 3,750.00 125.00 3,750.00 100% 125.00 3,750.00 100% 5 12' PVC SANITARY SEWER (12-14') LF 447 30.00 13,410.00 375.00 11,250.00 84% 375.00 11,250.00 94% 6 8' PVC SANITARY SEWER (M LF 362 26.00 9,412.00 0.00 0.00 0% 719.00 18,694.00 199% 7 8 PVC SANITARY SEWER (8-10') LF 225 26.00 5,850.00 0.00 0.00 0% 0.00 0.00 0% 8 8- PVC SANITARY SEWER (10-12') LF 771 26.00 20,046.00 631.00 16,406.00 82% 631.00 16,406.00 82% 9 8- PVC SANITARY SEWER (12-14') LF 90 26.00 2,080.00 0.00 0.00 0% 0.00 0.00 0% 10 SANITARY MANHOLE (0 - 8') FA 10 1,250.00 12,500.00 7.00 8,750-00 70% 11.00 13,750.00 110% 11 MANHOLE EXTRA DEPTH (> 8') LF 41 80.00 3,290.00 33.00 2,640.00 80% 41.57 3,325.60 IN % 12 12"x4' WYE EA 8 75.00 600.00 7.00 525.00 88% 7.00 525.00 88% 13 8*x4" WYE FA 23 40.00 920.00 8.00 320.00 35% 26.00 1,040.00 113% 14 4' SERVICE PIPE LF 1,850 6.00 11,100.00 394.00 2,364,00 21% 876.00 5,256.00 47% 15 GRANULAR FOUNDATION MATERIAL LF 1,810 0.01 18.10 0.00 0.00 ()% 000 0.00 0% 16 PROCTOR TEST EA 1 40.00 40.00 1.00 40,00 100% 2.00 80.00 200% 17 INPLACE DENSITY EA 30 30.00 900.00 3,00 90.00 10% 11.00 330.00 37% T SCHEDULE 4.0 SANITARY SEWER - TOTAL 97556.10 54,160.00 88,056.60 PERCENTAGE OF SCHEDULE 4.0 COMPLETED: 90% SCHEDULE 5.0 STORM SEWER I REMOVE 15" CMP LF 60 1.00 420.00 60.00 420.00 100% 60.09 420.00 100% 2 18" RCP STORM SEWER LF 404 32.00 12.928.00 147.00 4,700.00 36% 147.00 4,704.00 36% 3 18" RCP APRON FA 4 500,00 z,ow_m 1.00 500.00 25% 1.00 500.00 25% 4 2'x3' CATCH BASIN EA 4 750.00 3,000.00 0.00 0.00 0% 0.00 0.00 ()% 5 RIP-RAP, CL III CY 8 60.00 480.00 0,00 0.00 0% 0.00 0.00 0% 7 SCHEDULE 5.0 STORM SEWER -TOTAL 18,828.00 5,624.00 5,624.00 PERCENTAGE OF SCHEDULE 6.0 COMPLETED: 30% n. 112601260077#2.XLS AGE 3 260 -077-30 SCHEDULE 64B IAN DRIVE WAUR SERVIC I WATER SERVICE CONNECT EA 9 100.00 900.00 5.00 500.00 56% 5.00 500.00 56% 2 1" COPPER SERVICE PIPE LF 1,000 7.00 7,000,00 890,00 6,210.00 99% 890.00 6,230.00 89% T SCHEDULE 6.0 BRIAN DRIVE WATER SERVICES —TOTAL 7,900.00 6,730.00 6,730.00 PERCENTAGE OF SCHEDULE CO COMPLETED: 95% TOTAL AMOUNT THIS PERIOD 119,348.20 TOTAL AMOUNT TO DATE 157.108,80 DESCRIPTION CONTRACT AMOUNT TOTAL THIS PERIOD TOTAL TO DATE SCHEDULE 1.0 SITEWORK — TOTAL 3,700.00 2,080.20 2,080.20 SCHEDULE 2.0 STREET CONSTRUCTION — TOTAL 130,245.50 om 0.00 SCHEDULE 3.0 WATERMAIN — TOTAL 92,492.64 50,754.00 54,709.00 SCHEDULE 40 SANITARY SEWER — TOTAL 97,556. 10 54,160.00 88,056.60 SCHEDULE 5.0 STORM SEWER — TOTAL 18,929.00 5,624.00 5,624.00 SCHEDULE 6.0 BRIAN DRIVE WATER SERVICES — TOTAL 7,900.00 6,730.00 6,730.00 PERCENTAGE OF CONTRACT COMPLETED: 45% .. . .. ... AMOUNT EARNED $119,348.20 $157,198.80 AMOUNT RETAINED $5,967.41 $7,959,94 MATERIAL ON SITE $0.00 $0,w R .... .... MATERIAL DEDUCF. $0.00 $0.00 . . ... . .... . ... .. .. . . . . NO s PREVIOUS PAYMENTS xztz txttzxtt tztx xztxxzxx xzzx xztz xtx xxxz zz $35,958.07 AMOUNT DUE . . . . . ......... . . . .. .. ........ .. ..... .... . .... . . . ............ . . . ...... . ... ..... . .. . .. ....... . . . ...... .. .. . ... M ..... . .... . . . .... . S . ............... . .. .. ... . . . . ... . ....... ... . .... $113,390.79 $113,380.79 1\260 \260077#2.XLS AGE 4 260-077-30 I hereby certify that all items and amounts shown by this pay estimate are correct for the work completed to date. CONTRACTOR: LAMETTI & SONS, INC. BY: TITLE: DATE; Based on the ENGINEER'S on -site inspections as an experienced and qualified design professional and on review of application for payment and the accompanying data and schedules, the ENGINEER has determined, to the best of his knowledge and belief, that the quantities shown by this estimate are correct and that, based on such inspections and review, that the work has progressed to the point indicated (subject to an evaluation of such work as a functioning Project upon Substantial Completion, to the results of any subsequent tests required by the Contract Documents, and to any qualifications stated in his recommendation), and that payment of the amount recommended is due Contractor(s), but by recommending any payment, the ENGINEER will not thereby be deemed to have reviewed the means, methods, sequences, techniques, or proceedures of construction or safety precautions or programs incident thereto or that the ENGINEER has made any examination to ascertain how or for what purpose any Contractor has used the monies paid on account of the Contract Price, or that title to any of the work, materials, or equipment has passed to the Owner free and clear of any lein, claims, security interests or encumbrances, or that the Contractor(s) have completed their work exactly in accordance with the Contract Documents. ENGINEER: MSA, CONSULTING ENGINEERS BY: TITLE: DATE: Approved by Owner /Commission CITY OF CENTERVILLE, MINNESOTA BY: TITLE: DATE: END.XLS r L MS 1 C09SCLI13 E1GIN68RS October 15, 1996 1326 Energy Park tkive File: 260- 078 -30 51. Poul, MN 55106 612 - 6444389 Mr. Jim March 1- 800 - 8882923 Administrator Fax:612- 644-9446 City of Centerville 1880 Main Street Centerville, MN 55038 RE: PAY ESTIMATE NO. 1 - EAGLE PASS STREETS AND UTILITIES Dear Mr. March: Enclosed please find partial Payment Estimate No. 1 for the above - referenced project. This pay estimate includes payment for work completed up to Friday, October 11th. CIVIL ENGINEERING: ENVIRONMENTAL The payment includes sanitary sewer, watermain, and storm sewer construction. The UNIOPAL total amount earned this period is $165,943.25. The amount retained is 5 % of the amount PLANNING earned, or $8,297.16. We recommend that the City of Centerville approve our SOHD WASTE certification of the improvements for this period. STRUCTURAL SURVEYING We will be in attendance at the October 23rd Council meeting to answer any questions TRAFFIC the Council may have about the project or the pay estimate. If you have any questions, TRANSPORTATION please do not hesitate to call. ELECIRICAL)MECHANICAL .Sincerely, ENGINEERING: HVAC MSA, CONSULTING ENGINEERS POWER DISTRIBUTION SCADA SYSTEM CONTROLS David E. Nyberg, P.E. Project Manager DEN: tw Enclosure cc: Mr. Bryan Houle, C. W. Houle, Inc. FFICES IN: Mr. Mike Quigley, Gor -Em, LLC MINNEAPOLIS Mr. Mark Novitski, Premier Bank PRIOR LAKE 078- 1509.oct ST. PAUL WASECA An Equal Opportunity Employer PARTIAL PAYMENT ESTIMATE NO. I FROM: SEPTEMBER 24, 1996 TO: OCTOBER 11, 1996 CONTRACTOR: C.N. HOULE, INC. ADDRESS: 1300 WEST COUNTY ROAD 1, SHOREVIEW, MN 55126 OWNER: CITY OF CENTERVILLE, MINNESOTA PROJECT. EAGLE PASS - STREET & UTILITY IMPROVEMENTS (260-078-30) COMPLETION DATE AMOUNT OF CONTRACT: ORIGINAL: ORIGINAL: $1.230.708.15 REVISED: REVISED: SCHEDULE 1.0 MEET CONSTRUCTION I SUBGRADE PREPARATION RDSTA 59.6 145.00 9,642.00 6.60 957.00 11% 6.60 957.00 11% 2 SELECT GRANULAR BORROW (CV) CY 13800 8.29 114.402.00 0.00 0.00 0% 0.00 0.00 0% 3 AGGREGATE BASE, CLASS 5 TN 8250 6.45 53,212.50 0.00 0.00 0% 0.00 0.00 0% 4 MILL BITUMINOUS SURFACE SY 75 6150 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 31B BASE COURSE MIXTURE IN 2400 21.85 52,440.00 0-00 0.00 0% 0.00 0.00 0% 7 BITUMINOUS MATERIAL FOR TACK COAT GAL 1250 1.45 1,812.50 0.00 0.00 0% 0.00 0.00 0% 9 CONCRETE CURB & GUTTER, DESIGN 8619 LF 300 10.05 3,015.00 0.00 0,00 0% 0.00 0.00 0% 9 SURMOUNTABLE CURB & GUTTER LF 11900 635 80,325,00 0.00 0.00 0% 0.00 0.00 ()% 10 CONCRETE VALLEY GUTTER SF 195 5,70 1,111.50 oloo 0.00 0% 0.00 0.00 0% It GEOTEXTILE FABRIC SY 241W 1.05 25.305.00 0.00 0.00 0% 0.00 0.00 0% 12 4' PERF. THERMOPLASTIC PIPE DRAIN LF 11925 275 32.793.75 oloo 0.00 0% 0.00 0.00 0% 13 4'CONCRETE SIDEWALK SF 17140 2.42 41,962-80 0.00 0.00 0% 0.00 0.00 0% 14 CONCRETE PEDESTRIAN RAMP EA 7 230.00 1,610.00 0.00 0.00 0% 0.00 0.00 0% is TYPE III BARRICADE EA 2 250.00 500.00 0.00 0.00 0% 000 0.00 0% 16' MANHOLE AD3USTING RING EA 50 100.00 5,000.00 0.00 0.00 0% 0.00 0.00 0% 17 ADJUST VALVE EA 4 190.00 720.00 oloo 0.00 0% 0.00 0.00 0% is CONCRETE AIR VOIDS TEST EA is 67.00 1,005.00 0.00 0.00 0% 0.00 O,OD 0% 19 CONCRETE CYLINDER (SET OF 3) EA 15 47.00 705.00 0.00 0.00 0% 0.00 0.00 0% 20 GRADATION TEST EA 5 75.00 375.00 0.00 0.00 0% 0.00 0.00 0% nAclerlcoI12601260078#I.XLS PACE 260-077-30 21 PROCTOR TEST EA 4 100.00 400.00 0.00 0.00 0% 0,00 0.00 0% 22 INPLACE DENSITY TEST EA 25 48.00 1,200.00 0.00 0.00 0% 0.00 0.00 0% T SCHEDULE LO STREET CONSTRUCTION - TOTAL 476,164,55 957.00 957.00 PERCENTAGE OF SCHEDULE 1.0 COMPLETED: 0% SCHEDULE 2.0 WATFRMAI I CONNECT TO EXISTING WATERMAIN EA 2 950.00 1.900.00 1.00 950.00 50% 1.00 950.00 50% 2 6' PVC WATERMAIN LF 1075 10.00 10.750.00 50.00 500.00 5% 50.00 500.00 5% 3 8' PVC WATERMAIN LF 3550 12.35 43,842.50 1,395.00 17,104.75 39% 1,385.00 17.104.75 39% 4 12" PVC WATERMAIN LF 3110 18.00 55,980.00 719,00 12.9142.00 23% 719,00 12,942.00 23% 5 6* GATE VALVE & BOX EA 8 460.00 3,680.00 0.00 0.00 0% 0.00 0.00 0% 6 8' GATE VALVE & BOX EA 4 610.00 2,440.00 3.00 1,830.00 75% 3.00 1.930.00 75% 7 12" BUTTERFLY VALVE & BOX EA 4 915.00 3,660.00 100 1,830.00 50% 2.00 1,830.00 50% 8 HYDRANT W/VALVE EA 17 1,265.00 21.505.00 4.00 5,060.00 24% 4.00 5,060.00 24% 9 HYDRANT EXTENSION LF 3 245.00 735.00 0.00 oleo 0% 0.00 0.00 0% to FITTINGS LB 15000 1.50 22,500.00 1,210.00 1 8% 1,210.00 1,815.0D 8% I I WATER SERVICE CONNECT WICURB STOP EA 128 136.00 17,408.00 42.00 5.712.00 33% 42.00 5.712.00 33% 12 1' COPPER SERVICE PIPE LF 4500 7,70 34,650.00 1.395.00 10,741.50 31% 1,395.00 10,741.50 31% 13 2' INSULATION SY 50 17,00 850.00 7.00 119.00 14% 7.00 119,00 14% 14 GRANULAR FOUNDATION MATERIAL LF 7000 3.25 22,750.00 0.00 0.00 0% 000 0.00 0% Is PROCTOR TEST FA 1 100.00 100.00 1.00 100.00 100% 1.00 100.00 100% 16 INPLACE DENSITY TEST EA 70 49.00 3,360.00 12.00 576.00 17% 12.00 576.00 17% T SCHEDULE 2.0 WATERMAIN - TOTAL 246.110.50 59.280.25 59,280.25 PERCENTAGE OF SCHEDULE 2.0 COMPLETED: 24% SCHEDULE 3.0 SANITARY SEWER I CONNECT TO EXISTING SANITARY SEWER EA 1 3,200.00 3,200.00 1.00 1.2000() 100% 1.00 3,200.00 100% 2 CONNECT TO EXISTING SANITARY MH FA 1 2,500.00 2,500.00 000 0.00 0% 0.00 0.00 0% 3 8 PVC SANITARY SEWER (0-8 LF 1600 12.70 20,320.00 0.00 0.00 0% 0.00 00 0% 4 8- PVC SANITARY SEWER (8 -10') LF low 14.70 14,700-00 0.00 0.00 0% 0.00 0.00 0% 5 8' PVC SANITARY SEWER (10-12') LF 92S 16.70 15.447.50 0.00 0.00 0% 0.00 0.00 0% 6 8' PVC SANITARY SEWER (12-14') LF 1250 18.70 23,375.00 642.00 12,005.40 51% 642.00 12,005.40 51% 7 9' PVC SANITARY SEWER (14-16') LF 900 20.70 18,630.00 900.00 19,630.00 t00% 900.00 18,630.00 100% 8 8 PVC SANITARY SEWER LF 580 22.70 13.166.00 588.00 13,347.60 101% 588.00 13,347.60 101% 9 S' PVC SANITARY SEWER (18-20') LF 30 24.70 741.00 30.00 741.00 100% 30.00 741.00 100% 10 STANDARD MANHOLE ("') EA 49 1.110.00 54,390.00 16.00 17,760.00 33% 16.00 17,760.00 33% It MANHOLE EXTRA DEPTH (> 8) LF 190 71.00 13,490.00 122.00 8.662.00 64% 122.00 8,662.00 64% n:kI"ka112605260078#I.XLS PAGE 2 260-077-30 { q 3 t f 3 Y s s .. • � s L'A" �'.�kX9 Y F '" ° e ! 9' � T z ' S: -, S r t s 4• o £ L a- �.. � � z zls� ,� s� > z . ti ? s asifi s.< $z s � s s? x > <'2•s a f h'f f et wa ' �,�..: i � • '. ,� f S s V >c ' ; at y1�,�; s ^t Sr � c > . s s � : F ��" ' 12 EXTERNAL MANHOLE SEAL EA 49 180.00 8,820,00 0.00 0.00 0% 0.00 0.00 0% 13 8' x 4' PVC WYE EA 128 39.00 4,992.00 42.00 1,638.00 33% 42.00 1,638.00 33% 14 4' PVC SERVICE PIPE LF 6225 6.70 41,707,50 1,930.00 12,931.00 31% 1,930.00 12,931.00 31% 15 GRANULAR FOUNDATION MATERIAL LF 6285 3.25 20,426.25 0.00 0.00 0% 0.00 0.00 0% 16 PROCTOR TEST EA l 100.00 100.00 1.00 100.00 100% 1,00 100.00 100% 17 INPLACE DENSITY TEST EA 100 48.00 4,800.00 15.00 720.00 15% 15.00 720.00 15% T SCHEDULE 3.0 SANITARY SEWER - TOTAL 260,805.25 89,735.00 89,735.00 PERCENTAGE OF SCHEDULE 3.0 COMPLETED; 34% SCHEDULE 4-0 FORM SEWER 1 12" RCP STORM SEWER LF 175 19.25 3,368.75 0.00 0.00 0% 0.00 0.00 0% 2 15' RCP STORM SEWER LF 1970 20.30 39,991.00 0.00 0.00 0% 0.00 0.00 0% 3 18' RCP STORM SEWER LF 422 22,30 9,410.60 0.00 0.00 0% 0.00 0.00 0% 4 24' RCP STORM SEWER LF 1014 26.00 26,364.00 0.00 0,00 0% 0,00 0.00 0% 5 30" RCP STORM SEWER LF 292 38.00 11,096.00 0.00 0.00 0% 0.00 0.00 0% 6 36' RCP STORM SEWER LF 650 51.25 33,312.50 32.00 1,640.00 5% 32.00 1,640.00 5% 7 42' RCP STORM SEWER LF 205 69.00 14,145.00 170.00 11,730.00 83% 170.00 11,730.00 83% 8 15' RC APRON EA 2 445.00 890.00 0,00 0.00 0% 0.00 0,00 0% 9 24' RC APRON EA 3 540.00 1,620.00 0.00 0.00 0% 0.00 0.00 0% 10 36' RC APRON EA 1 950,00 950.00 0.00 0.00 0% 0.00 0.00 0% 11 42' RC APRON EA 1 1,050.00 1,050.00 1.00 1,050.00 100% 1.00 1,050.00 100% 12 15' TRASHGUARD FA 2 22500 450.00 0.00 0.00 0% 0.00 0.00 0% 13 24' TRASHOUARD EA 3 320.00 960.00 0.00 0.00 0% 0.00 0.00 0% 14 36' TRASHGUARD EA 1 550.00 550,00 0.00 0.00 0% 0.00 0.00 0% 15 42' TRASHGUARD EA 1 650.00 650.00 1.00 650.00 100% 1.00 650.00 100% 16 48' DL4. STORM MANHOLE EA 25 1,130.00 28,250.00 0.00 0.00 0% 0.00 0.00 0% 17 54" DIA. STORM MANHOLE EA 2 1,570.00 3,140.00 0.00 0.00 0% 0.00 0.00 0% 18 60' DIA. STORM MANHOLE EA 5 1,680.00 8,400.00 0.00 0.00 0% 0.00 0.00 0% 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% 0.00 0.00 0% 21 78' DIA. STORM MANHOLE EA 1 2,900.00 2,900.00 0,00 0.00 0% 0.00 0.00 0% 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 FA 3 680.00 2,040.00 0.00 0.00 0% 0,00 0.00 0% 24 ' 24" x 36" CATCH BASIN EA 12 820.00 9.840.00 0.00 0.00 0% 0.00 0.00 0% 25 EXTERNAL MANHOLE SEAL FA 39 180.00 7,020.00 0.00 0.00 0% 0,00 0,00 0% 26 EXTERNAL CATCH BASIN SEAL EA 14 210.00 2,940.0 0.00 0,00 0% 0.00 0.00 0% 27 INLETSTRUCTURE EA 5 2,400.00 12,0W.00 0.00 0.00 0% 0.00 0.00 0% 28 BAFFLED WEIR EA 1 2,300.00 2,300.110 0.00 0.00 0% 0.00 0.00 0% 9:Wcrtca11260U60078N1.XLS PAGE 3 260-077 -30 �Qf s s:; R s tr�a 3 � r -a Tl�" .�a c �C� x£� `�ssG`�5tr :� s %Y. t 5 � tA3 iPlTIsS'1` t'`'�'htP s a�"�'�'s� •L��� � 29 10' DIP PIPE LF 50 24.00 1,200.00 0.00 0.00 0% 0.00 0.00 0% 30 12' DIP PIPE LF 50 26.00 1,300.00 0.00 0.00 0% 0.00 0.00 0% 31 RIP RAP - CLASS Ill TN 150 53.00 7,950.00 17.00 901.00 11% - 17.00 901.00 11% T SCHEDULE 4.0 STORM SEWER -TOTAL 247,627.85 15,971.00 15,971.00 PERCENTAGE OF SCHEDULE 4.0 COMPLETED: 6% TOTAL AMOUNT THIS PERIOD 165,943.25 TOTAL AMOUNT TO DATE 16$,943.25 DESCRIPTION CONTRACT AMOUNT TOTAL THIS PERIOD TOTAL TO DATE SCHEDULE 1.0 STREET CONSTRUCTION -TOTAL 476,164.55 957.00 957.00 SCHEDULE 2.0 WATERMAIN -TOTAL 246,110.50 59,280.25 59,250.25 SCHEDULE 3.0 SANITARY SEWER -TOTAL 260,805.25 89,735.00 89,735,00 SCHEDULE 4.0 STORM SEWER - TOTAL 247,627.85 15,971.00 15,971.00 PERCENTAGE OF CONTRACT COMPLETED: 13% 7'DTA'Y.`I S'.€§Rid3R1< :t: 31a' txi 7 ?TL1L'F©D+TJR s y .. r t AMOUNT EARNED 943,25 5165 .n ".:.�;e.j.f•. r., r "Q: yy -.. .::ci:n:�..;.:1iso:tpl.:::::::r a,.�:......t 943 75i .4.. x 4 $165 nn. ..t. <,....,: 'w.'..'..., ., ..: 8•cmtr>..z. t3 %'.o- ..'.e. ,c".�.r,:,3 .. .. :w. 5 :.5 ., .. xi...5 AMOUNT RETAINED $8,297.16 $8.297.16 .w.�F. H.....Lk .4.... <•,: .x2 ,. :n..tr :.. .. ..<• >A:.,' , "u. ., a. � k au• w.,' .u. ':'.. i, amid• ,' .tr. . �:..5 . >:'tS' MATERIAL ON SITE $0.00 $0.00 .:�.:.'. ".ytrNS.'F.,ttw tr ,:. Y.:>... tu:.,<.:.:.... 3Y ... >...:..yanb.5.:::`:L:: %;y %9: r. >sbY; q:^ n s. %:>:..f:»xJ'a5a:a>.q'9:x ;; . >.:'...,zs >xu uxl.,•r':: r :.... MATERIAL DEDUCT k � $000 W s$s $. y,Ny > 3•t' z a•xc vgtg r,�'m:g s.%aT Fi s y4 t F tE.,w„..:1.3:o w..,. ..¢..,..; 3 , „t >tr:..,.:, ? ..tr > r ,.w .s:,..¢.s..:.,. s ..:e3: , 'w....t PREVIOUS PAYMENTS srrrrs rrrrrr rrrrrrrrrrrrrrrrrurprr ♦•nrrrrrurrr $0.00 'siai::x: ax.ac 2No-:. •... cf:8f: :was:i:<: , .ayir';:b� »J::C «ka. :.». mir «.>:v%. > %trx.:.:.:.:.,� .. AMOUNT DUE $157,646.09 .::. ,. . $157,646.09 a..< , A • �. •. KC:< }.'.i..• ..0 "'3.':'� .. C SKf;:,aa. . "'S>.. 'S89'tr` : 5�: aqa>r eLSid: P>.: :2i'f:•:n:vi's.'tcx<a::R::g:..5 :».BEY %:.•imvtYi.> % ?..liR: }9: n:ar2Et a %o .m %tun %..x::a.....:.. ar,:.. nAlc1criuI%260126007UI.XLS PAGE 4 260,77.30 OCT 15 '96 15 :26 FR C W HOLL.E 612 484 8895 TO 6449446 P. * vex wi. _ 90 Id "Wei I hereby certify that all Items and amounts shown by this pay estimate am correct for the work completed to date, COAMUCTM C.W. HO'ULE, INC. BY: Av [-1 A'=: DATE: Based on the tNOWEER'S ovrsite inspections as an experienced and qualified design Professional and oa review of appk(t A11M for payment and the aceompaayiog data and schedules, the ENGINEER has determined, to the best of his knowledge aW belief, that the quantities shown by this estimate are correct and that, based on such inspectlons and review, that the work bas progressed to the point indicated (subject to au evaluation of such work as a ftrzdonft Projcd upon Substantial Completion, to the resuha of any subsequent tests rcgm ed by the Contract Documem, and to any qua11r=UOW stated in his recommendation), and that Paytueat of die Mount recommended is due Corntactor(s); but by reaoaimendhig any Pay toe ENGWM will not thereby be deemed to h reviewed tho ntM=, methods, sequences, mcbmirgses, orproeeedtues of consuncdon or safety precautions or programs incident theroto or rims the ENGkk MM has trade arty examination to ascertain bow or for what purpose any Contractor has used the monies Paid on account of the Contract Price, or dtat tide to any of the work, materials, or equipment has passed to the Owner free and clear of any leh%, clabW, security inAMM or eatvmbrances, or that the Contractors) have completed their work exactly in accordauee with the C=*Z Documents. ENGINEER: MSA, CON STJkTING EN BY: TITLE: �D riU4- am zr yU- DATE: CITY OF CENTERVILLE CITY COUNCIL MEETING OCTOBER 9, 1996 Pursuant to due call and notice thereof, the City Council of the City of Centerville held a regular council meeting on October 9, 1996, at the City Hall. Mayor Wilharber called the meeting to order at 6:00 P.M. PRESENT: Tom Wilharber Theresa Brenner Sanna Buckbee Mary Jo Helmbrecht Laura Powers - Rasmussen STAFF /CONSULTANTS: Jim March Ry -Chel Gaustad Dave Nyberg APPROVAL OF MINUTES: MOTION by Brenner, seconded by Helmbrecht to table the minutes. Motion carried unanimously. PAYMENT OF CLAIM: Centennial Fire District - MOTION by Helmbrecht, seconded by Brenner to approve the Centennial Fire District claims from October 1. Motion carried unanimously. City of Centerville - MOTION by Helmbrecht, seconded by Brenner to approve the receipts and disbursements from September 26 through the 30th. Motion carried unanimously. City of Centerville - MOTION by Brenner, seconded by Powers - Rasmussen to approve the receipts and disbursements dated October 1 through the 9. Motion carried unanimously. SET AGENDA: 1. Recycling Budget 2. Recommendation letter to authorize city staff to work with Ehlers to solicit proposals fro $655,000 G.O and refunding bonds, series 1996 3. MM Home Builders - Rick and Tim 4. Place the Wall of Fame on the consent agenda MOTION by Brenner, seconded by Powers - Rasmussen to approve the consent agenda. Motion carried unanimously. PETITIONS AND COMPLAINTS: City of Centerville City Council Meeting October 9, 1996 • APPEARANCES: Representative for Don Opp - Heidi and Randy Gnadke of 7124 Progress Rd #9, they presented and read a letter to the council. (See Attached) Mayor Wilharber acknowledged receipt of the letter. UNFINISHED BUSINESS: Bonding Clearwater Meadows - Sid Inman of Ehlers and Associates explained the bonding process and suggested combining the Clearwater Meadows bond and refunding the 1991 improvement. MOTION by Helmbrecht, seconded by Brenner to do as the letter dated October 9, indicates. Motion carried unanimously. MMHome builders - Rick Lewandowski and Jim Barker requested the council to lift the stop work order on 7008 Brain Drive. Lewandowski explained the elevation grade was tainted due to E.J. Rud surveying which indicated the wrong grade. Therefore the garage floor was laid at the indicated grade. Further, the 65 year old home buyers were pleased with the minimal stairs leading into the home. Lewandowski explained the grade was at 8.2% which is within a foot of the requirements. MM home builders would appreciate lifting the stop work order as they have a closing date they're hoping to meet. Paul Palzer, Building Official, indicated the garage is 1.7 feet above grade at 11.4% which does not comply with the grading plans approved by the council. Further, there could be potential problems with the grade of the driveway. Wilharber indicated Palzer was doing his job requiring the builders to comply with the grade plans. Lewandowski stated, of the lots, 28 have a 10% grade, since the home has been sold to an elderly couple who like the grade as is could the grade remain. March commented he had spoke with Rockey Goertz and he does not want one home a foot higher than the others. Nyberg stated the grade is fine but the council approved the grading plan and Paul is holding all the builders to the plans. Palzer stated the builder originally requested a 10.5% elevation which was denied. Palzer had sent back the certification of survey and with red pen indicated a elevation of 9.11 would be acceptable. Lewandowski requested the city to lift the stop work order - it was an honest mistake, he did not do it intentionally. Further, with the surrounding grade requirements the neighboring homes will be similar plus the home is sold. Wilharber questioned Hellings on the legalities. Hellings stated if the city approves this grade and another builder requests a grade change this city will not have too many options. MOTION by Brenner, seconded by Powers - Rasmussen to deny the request to lift the stop work order. Motion carried unanimously. Vacation of Erkenbrack's property - Resolution 96 -33 Wilharber asked Hellings his opinion. Hellings stated the resolution had his approval. MOTION by Helmbrecht, seconded by Brenner to approve resolution 96 -33. Motion carried unanimously. 2 City of Centerville City Council Meeting October 9, 1996 Livable Communities Act - Resolution 96 -34 MOTION by Helmbrecht, seconded by Brenner to approve resolution 96 -34. Motion carried unanimously. Rehbein's preliminary plat approval for Willow Glen - Helmbrecht stressed the idea of a park. Gerald Rehbein suggested the association decided of and where they would like to put the park. Powers - Rasmussen asked Bright Key developer Dave Grimmelman the percentage of children in the other developments. Grimmelman said approximately 25% of the townhomes in Woodbury have children, although the homes are not designed for children. Helmbrecht stated there is another park across 20th Avenue which is a 50 mile an hour road. Wilharber addressed the concerns of the Planning and Zoning: road width, play area, unit density and if the association would have rental units. Nyberg suggested inserting additional parking in the plans. Rehbein could, but it would eliminate some berms. Nyberg felt the north side should have more bems because Lino can build light industrial right up to the north side of the development. Wilharber asked about the letter from Nyberg. Nyberg addressed concerns with drainage easements, grading, off street parking; suggesting additional parking, private streets to each townhome without curb and gutter and staging the buildings. March asked how does the timing of this project and TIF work together. Rehbein will prepare a 150 foot pad for a spring project and the city and him could talk about T.I.F. all winter. Nyberg suggested Rehbein make a commitment to the city when the whole development will be completed. Helmbrecht stated she would like to see a park. Rehbein said they could put in a park if that is what the city wants. Pamela Bums, 7961 W Robin Lane suggested the council address the need for parks with the growth the city is experiencing. Rehbein said if the city wants a park they will have a park. Cathleen Rodgers 7175 W. Robin Ln, asked what would happen if the builder built half of the homes and they couldn't sell the townhomes. March explained the disbursement agreement would help insure the development of the area. Nyberg said the area would be more appealing to another developer with the streets and utilities in place. Further, the area could be developed with single family homes. The City would have to address T.I.F. to know forsure. Nyberg said several things would remain undone like Eagle Pass that would be completed as they go. Council elected to allow Rehbein to grade and do excavating, prior to final plat approval. March stated if the preliminary plat is approved and Gerald elects to begin to work on the project he does so at his on risk. Rehbein said yes he understands. Letter from Gerald Rehbein - Nyberg explained Gerald Rehbein would like MSA to work with him on the flood plain issue on the 80 acre parcel off 35E. Brenner questioned what benefit would this be to Centerville. MOTION by Helmbrecht, seconded by Brenner to have staff work with the Attorney and Engineers as what does this mean to Centerville and what is the benefit. March suggested doing some research and receiving a memo back from Nyberg and bring it back to council. 3 City of Centerville City Council Meeting October 9, 1996 Joyce Steven's utility hook up - Nyberg said Joyce Stevens would like to have a utility connection to her property. Gerald Rehbein said she was willing to pay $5,000.00. MOTION by Powers - Rasmussen, seconded by Brenner to charge $3,500 for sewer and $1,644.91 for water which would be $5,144.91. Motion carried unanimously. Interconnect/Water Tower - Nyberg explained the Centerville's comprehensive water plan options from a letter dated October 9. The issues Nyberg would have to develop by doing a feasibility study as are follows: - Location - Different types of towers - Electrical configurations - Paint Scheme - Financing Options Nyberg would propose a 500,000 gallon size water tower. Cost estimates are around $600,000. to $675,000. The watermain interconnect would either rundown 20th or 21st Avenue corridor, There would be issues to address with highway easements and other easements. Project cost would include improvements, watermain and valve meter manhole and potential assessments. The city would have to consider an inter -city agreement with Lino Lakes, such as, cost to purchase water. The city may want to consider Projection of costs with and without a new water tower. NEW BUSINESS: Recommendation from P&R for Seasonal Park Manager - Kevin Fogerty was present to represent P &R. Fogerty spoke with Paul Palzer and they have discussed the plowing, snow removal and flooding the ice rink. In the past the P &R committee members have volunteered their time to over see the management of the ice rink. P &R requested the council to consider a part time seasonal rink manager for scheduling of attendees, accident follow up, enforcing policies and over see the attendance of the rink attendants. In the past the rink attendant were left on their own and there have been some problems. The ice rink is open 42 hours, every week for 8 weeks of the year. The ice rink is open two weeks in December, all of January and two weeks in February. They are proposing a managers for 8 to 10 hours a week. Fogerty, last year, put in about 8 hours a week, doing sidewalk and rink maintenance and he would show up an half hour before closing to complete snow plowing. Wiiharber thanked Fogerty and the other committee members for the many years of volunteering and help. Helmbrecht asked March if he had spoken to Palzer. March had not spoke with Palzer but would like to before committing. March asked what were the past rink attendants paid. Fogerty explained last year the total wages spent on rink attendants was $1,370.00 - they start at $6.50 an hour and every year they get a .25 cent increase. March asked what position was P &R looking at. Fogarty said Head Rink Attendant, Rink Manager. Helmbrecht asked March to talk to Paul and check into it. Council wages - March checked with Hellings on the procedures. Hellings stated the pay increase would not go into effect until after the 1 st of the year. Gaustad said the 4 MOTION by Brenner, seconded by Helmbrecht to approve the consent agenda. Motion carried unanimously, MOTION by Helmbrecht, seconded by Brenner to adjourn the meeting. Motion carried unanimously. Meeting adjourned at 9:10 P.M. Respectfully Submitted, Ry -Chel Gaustad