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Home My WebLink AboutCC November 18, 2003 \ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW,CI.ANDOVER,MN.US Regular City Council Meeting - Tuesday, November IS, 2003 Call to Order - Pledge of Allegiance Resident Forum Agenda Approval 1. Approval of Minutes (11/04/03 Regular; 11/4/03 Exec. Session; 11/05/03 Special; 11/06/03 Special) Consent Items 2. Approve Payment of Claims - Finance 3. Approve Change Order #1 (Compensating)/02-50/Maple Hollow - Engineering 4. Approve Change Order #IR (Compensating)/02-48/Shady Oak Cove - Engineering 5. Declare Costs/Order Assessment Roll/OO-42/ Aztec Estates - Engineering 6. Declare Costs/Order Assessment Roll/02-4 7/foxburgh Crossing - Engineering 7. Declare Costs/Order Assessment Roll/02-50/Maple Hollow - Engineering 8. Declare Costs/Order Assessment RolU02-48/Shady Oak Cove ~ Engineering 9. Approve final Plat/Andover Marketplace East-Planning 10. Authorize Administrative Letter of Credit Reductions - Finance II. Acknowledge Status Change/Building Inspection Department - Administration 12. Accept Petition/Order feasibility Report/03-35/Bunker Lake Village - Engineering "\ '- ) Discussion Items 13. Receive Anoka County Sheriffs Department Monthly Report - Sheriff 14. Consider Lot Split/1869 157'h Lane NW - Planning 15. Approve Design Development/Andover-YMCA Community Center - Administration Staff Item 16. Schedule EDA Board Meeting - Administration 17. Schedule City Council Workshop/Private Development Issues - Administration 18. Youth first Update/Consider Donation - Finance Mayor/Council Input Adjournment ) , ([) \ J CITY OF ANDOVER 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923. WWW.C1.ANDOVER.MN,US TO: Mayor and Councilmembers CC: John Erar, City Administratof FROM: Vicki V olk, City Clerk SUBJECT: Approval of Minutes DATE: November 18,2003 INTRODUCTION The following minutes have been provided by TimeSaver for Council approval: Novernber 4, 2003 Executive Meeting , ) November 4, 2003 Regular Meeting The following minutes have been provided by staff for Council approval: November 5, 2003 Council Workshop Novernber 6, 2003 Council Workshop DISCUSSION Copies of the minutes have been e-mailed to Mayor Gamache and Council Members Orttel and Jacobson with hard copies provided to Council Mernbers Knight and Trude. ACTION REOUIRED The City Council is requested to approve the minutes listed above. Respectfully submitted, LL-L' dr6b Vicki Volk City Clerk , , / CD '\ 1685 CROSSTOWN BOULEVARD N,W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members CC: John Erar, City Administratorrflu FROM: David D. Berkowitz, City Engineer SUBJECT: Approve Change Order #1 (Compensating)/02-S0/Maple Hollow - Engineering DATE: November 18, 2003 INTRODUCTION This item is in regards to approving Change Order #1 (Compensating) to Project No. 02-50, Maple Hollow. DISCUSSION This change order (compensating) identifies a decrease in the original contract by $820.62. ACTION REQUIRED The City Council is requested to approve the resolution approvmg Change Order #1 (Compensating) to Project No. 02-50, Maple Hollow. Respectfully submitted, David D. Berkowitz CU~.:Q CU, c .,..- Attachments: Resolution & Change Order cc: Ty Caswell, Tyson Homes, LLC, 13360 - 2nd Avenue South, Zimmerman, MN 55398 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION APPROVING CHANGE ORDER #1 (COMPENSATING) TO PROJECT NO. 02-50, MAPLE HOllOW. WHEREAS, the City of Andover has a contract for Project No. 02-50 with Redstone Construction Co.. Inc. of Mora, MN NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve the change order to Project No. 02-50. Adopted by the City Council of the City of Andover this 18th day of November , 2003. CITY OF ANDOVER . / ATTEST: Michael R. Gamache - Mayor Victoria Volk - City Clerk CHANGE ORDER TKDA Engineers- Architects-Planners Saint Paul, MN September 18 20~ Cornrn. No. 12714-02 Compensating Change Order No. To Redstone Construction. Inc. for Maple Hollow Street and Utility Improvements (City Proiect No. 02-50) for City of Andover. Minnesota You are hereby directed to make the following change to your contract dated Mav 6 , 20j!L. The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (inerease) (decrease) (not ehange) the contract sum by Eight Hundred Twenty Dollars and 62/100.......................................................................... ($ 820.62 ). COMPENSATING CHANGE ORDER This change order shows the actual quantities installed at the unit price bid amounts (see attached itemization): NET CHANGE = $ (820.62) / Amllmt of Original Contract Additions approved to date (Nos. ) Deductions approved to date (Nos. ) Contract aImunt to date AImunt of this Change Order (A4d) (Deduct) (No CIlange) Revised Contract AImunt $ $ $ $ $ $ 57,3'12.97 57,322.97 (820.62) 56,502.35 Approved City of Andover. Minnesota TIillA Owner By Paul T. Hornby, P.E. " By Contractor White - Owner Pink - Contractor Blue - TKDA Approved Redstone Construction. Inc. COMPENSATING CHANGE OROER NO.1 PERIOD ENDING: September 15. 2003 MAPLE HOLLOW STREET AND UTILITY IMPROVEMENTS " CITY PROJECT NO. 02-50 ./ CITY OF ANDOVER, MINNESOTA COMMISSION NO. 12714-02 ITEM CONTRACT QUANTITY UNIT AMOUNT NET CONTRACT NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE CHANGE AMOUNT SANITARY SEWER 1 MOBILIZATION LS 0.3 0.3 $ 4,563.23 $ 1,368.97 $ $ 1,368.97 2 CONSTRUCT ROCK CONSTRUCTION ENTRANCE LS 1.0 $ 475.00 $ $ (475.00) $ 475.00 3 SILT FENCE LF 210.0 $ 2.00 $ $ (420.00) $ 420.00 4 CONSTRUCT MANHOLE (0'-10') OVER EXISTING SANITARY SEWER EA 1.0 1.0 $ 2,530.75 $ 2,530.75 $ $ 2,530,75 5 8" PVC, SDR 35 SAN. SEW. (10'-12' DEEP) LF 42.0 68.0 $ 28.20 $ 1,917.60 $ 733.20 $ 1,184.40 6 8" PVC, SDR 35 SAN. SEW, (12'-14' DEEP) LF 88.0 75.0 $ 29.89 $ 2,241.75 $ (388.57) $ 2,630.32 7 8" PVC, SDR 35 SAN. SEW. (14'-16' DEEP) LF 63.0 SO.O $ 32.47 $ 1,623.SO $ (422.11) $ 2,045.61 8 CCNSTRUCT 4' DIA. SAN. MH, TYPE 301 (0'-10' DEEP) EA 1.0 1.0 $ 1,780.96 $ 1,780.96 $ $ 1,780.96 9 EXTRA DEPTH OF 4' DIA. SAN. MH (GREATER THAN 10' DEEP) LF 6.0 6.5 $ 68.02 $ 442.13 $ 34,01 $ 408,12 10 4" ON 8" PVC, SCHEDULE 40 WYE BRANCH EA 6.0 6.0 $ 89.32 $ 535.92 $ $ 535.92 11 4" PVC SCHEDULE 40 SERVICE PIPE LF 274.0 287.0 $ 5.09 $ 1,460.83 $ 66.17 $ 1,394,66 12 VERTICAL SERVICE CLEANOUT, 4" PVC, SCH. 40 EA 6.0 6.0 $ 84.51 $ S07.06 $ $ S07.06 13 TRENCH STABILIZATION ROCK CY 60.0 $ 0.01 $ $ (0.60) $ 0.60 14 REMOVE UNSTABLE FOUNDATION MATERIAL CY 60.0 $ 0.01 $ $ (0.60) $ 0.60 15 CLEAN AND JET SANITARY SEWER MAINS LF 193.0 193.0 $ 0.70 $ 135.10 $ $ 135.10 16 TELEVISE SANITARY SEWER MAINS LF 193.0 193.0 $ 0.60 $ 115.80 $ $ 115.80 SUBTOTAL - SANITARY SEWER $ 14,660,37 $ (873,SO) $ 15,533.87 WATERMAlN 1 CONNECT TO EXISTING WATERMAlN EA 1.0 1.0 $ 251.90 $ 251.90 $ $ 251.90 2 6" DIP, CL. 52 WATERMIAN LF 220.0 223.0 $ 13.98 $ 3,117.54 $ 41.94 $ 3,075.60 3 6" RES. SEAT GATE VALVE, VALVE BOX, EXTENSION ROD & ADAPTOR EA 2.0 2.0 $ 823.45 $ 1,646.90 $ $ 1,646.90 4 6" HYDRANT EXTENSION EA 2.0 $ 258.65 $ $ (517,30) $ 517,30 5 6" HYDRANT (8'-6' BURY) EA 1.0 1,0 $ 1,999.99 $ 1,999.99 $ $ 1,999.99 6 I" TYPE "K" COPPER WATER SERVICE LF 265.0 277.0 $ 4.99 $ 1,382.23 $ 59.88 $ 1,322.35 ,7 I" CORPORATION STOP EA 6.0 6.0 $ 106,16 $ 636.96 $ $ 636.96 8 I" CURB STOP & BOX EA 6.0 6.0 $ 128.22 $ 769.32 $ $ 769.32 9 MJ DIP FITTINGS LB 200.0 200.0 $ 3.42 $ 684.00 $ $ 684.00 SUBTOTAL - WATERMAIN $ 10,488.84 $ (415.48) $ 10,904.32 STORM SEWER 1 12" RCP, CL.5 STORM SEWER PIPE LF 152.0 136.0 $ 22.38 $ 3,043.68 $ (358.08) $ 3,401.76 2 15" RCP, CL, 5 STORM SEWER PIPE LF 36.0 16.0 $ 23.69 $ 379.04 $ (473.80) $ 852.84 3 12" FlARED END SECTION WITH TRASH GUARD EA 1.0 1.0 $ 624.96 $ 624.96 $ $ 624.96 4 15' FlARED END SECTION WITH TRASH GUARD EA 2.0 2.0 $ 696.42 $ 1,392.84 $ $ 1,392.84 5 CONSTRUCT CATCH BASIN TYPE 401 EA 1.0 1.0 $ 1,002.17 $ 1,002.17 $ $ 1,002.17 6 CCNSTURCT MANHOLE TYPE 405 (48" DIA.) EA 1.0 1.0 $ 1,222.74 $ 1,=.74 $ $ 1,=.74 7 CONSTRUCT POND SKIMMER STRUCTURE 6-5 EA 1,0 1.0 $ 1,738.41 $ 1,738.41 $ $ 1,738.41 8 CL. 11 HAND PLACED RIP RAP CY 36.0 15.0 $ 70.90 $ 1,063.SO $ (1,488.90) $ 2,552.40 SUBTOTAL - STORM SEWER $ 10,467.34 $ (2,320.78) $ 12,788,12 STREET, TRAILS, AND RESTORATION 1 REMOVE CURB LF 75.0 80,0 $ 2.00 $ 160.00 $ 10.00 $ lSO.00 2 REMOVE BITUMINOUS PAVEMENT SY 2SO.0 2SO.0 $ 2.00 $ SOO.OO $ $ SOO.OO 3 SAW CUT PAVEMENT (FULL DEPTH) LF 60.0 58.0 $ 2.00 $ 112.00 $ (8.00) $ 120.00 4 INSTALL UTILITY CROSSING CONDUIT (4' PVC SCH. 40) LF 72.0 $ 5.08 $ $ (365.76) $ 365,76 5 SUBGRADE PREPARATION FOR STREET RS 2.0 2,0 $ 100.00 $ 200.00 $ $ 200.00 6 COMMON EXCAVATION (FOR STREETS) - 01 CY 32.0 $ 2.00 $ $ (64.00) $ 64.00 7 GRANUlAR BORROW (01) FROM SITE - 01 CY 32.0 $ 2.00 $ $ (64.00) $ 64.00 8 AGGREGATE BASE, CL. 5 TN 195.0 198.0 $ 13.20 $ 2,613.60 $ 39.60 $ 2,574.00 9 CONCRETE SURMOUNTABLE CURB & GUTTER LF 510.0 502.0 $ 10,10 $ 5,070.20 $ (80.80) $ 5,151.00 10 2350 TYPE LV3 NON-WEARING COURSE TN 75.0 130.0 $ SO.OO $ 6,SOO.00 $ 2,7SO.00 $ 3,750.00 11 2350 TYPE LV4 WEAR COURSE TN SO.O 113.0 $ SO.OO $ 5,6SO.00 $ 3,ISO.00 $ 2,500.00 12 TACK COAT GA 80.0 80.0 $ 1.00 $ 80.00 $ $ 80.00 13 TOPSOIL BORROW (LV) CY 93.0 $ 11.50 $ $ (1,069.SO) $ 1,069.50 14 TOPSOIL BORROW, PULVERIZED (LV), AT STORM SEWER APRONS AND SOD LOCATIONS CY 5.0 $ 11.SO $ $ (57.SO) $ 57.50 15 STRAW FIBER BLANKET (FlARED END SECTIONS) SY 125.0 $ 2.SO $ $ (312.SO) $ 312.SO 16 SEED MIXTURE 20B (BOULEVARDS) LB 10.0 $ 25.00 $ $ (250.00) $ 250.00 17 SEEDING WITH FERTILIZER, MULCH, DISC ANCHORING AC 0.2 $ 1,142.00 $ $ (228.40) $ 228.40 18 SODDING, TYPE LAWN SY 120.0 $ 5.SO $ $ (660.00) $ 660.00 SUBTOTAL - STREET, TRAILS, AND RESTORATION $ 20,885.80 $ 2,789.14 $ 18,096.66 TOTAL COMPENSATING CHANGE ORDER NO, 1 $ 56,502.35 $ (820.52) $ 57,322.97 @ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members CC: John Erar, City Adrninistrato~W FROM: David D. Berkowitz, City Engineer SUBJECT: Approve Change Order #lR (Compensating)/02-48/Shady Oak Cove - Engineering DATE: Novernber 18,2003 INTRODUCTION This item is in regards to approving Change Order #IR (Compensating) to Project No. 02-48, Shady Oak Cove. DISCUSSION This change order (compensating) identifies a decrease in the original contract of$725.54. ACTION REOUIRED The City Council is requested to approve the resolution approving Change Order #IR (Compensating) to Project No. 02-48, Shady Oak Cove. Respectfully submitted, Q:::.~,;?~~ K::' . ",,- Attachments: ResolutlOn & Change Order cc: Mike Quigley, Emmerich Development Corp., 1875 Station ParkwayNW, Andover CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. A RESOLUTION APPROVING CHANGE ORDER #1 R (COMPENSATING) TO PROJECT NO. 02-48, SHADY OAK COVE. WHEREAS, the City of Andover has a contract for Project No. 02-48 with Redstone Construction Co., Inc. of Mora. MN NOW THEREFORE, BE IT RESOLVED by the City Council of Andover to hereby approve the change order to Project No. 02-48. Adopted by the City Council of the City of Andover this 18th day of November , 2003. CITY OF ANDOVER ATTEST: Michael R. Gamache - Mayor Victoria Volk - City Clerk CHANGE ORDER TIillA Engineers- Architects-Planners Saint Paul, MN Seotember 25 20~ Com No. 12715-02 Compensating Change Order No. lR To Redstone Construction. Inc. for Shadv Oak Cove Street and Utility Imorovements (City Proiect No. 02-48) for City of Andover. Minnesota You are hereby directed to make the following change to your contract dated Aoril15 . 20j2L The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (increase) (decrease) (not change) the contract sum by Seven Hundred Twenty-Five Dollars and 54/100................................................................. ($ 725.54 ). COMPENSATING CHANGE ORDER This change order shows the actual quantities installed at the unit price bid amounts (see attached itemization): NET CHANGE = $ (725.54) Am:l\Int of Original Contract Additions approved to date (Nos. ) Deductions approved to date (Nos. ) Contract 3lIDillIt to date Amoilllt of this Change Order (Add) (Deduct) (No ~ Revised Contract Amoilllt $ $ $ $ $ $ 162,544.52 162,544.52 (725.54) 161,818.98 Approved City of Andover. Minnesota TKDA Owner By "7 By Contractor White - Owner Pink - Contractor Blue - TKDA Approved COMPENSATING CHANGE ORDER NO, 1R PERIOD ENDING: September 25, 2003 SHADY OAK COVE STREET AND lITlLlTY IMPROVEMENTS CITY PROJECT NO. 02-48 CITY OF ANDOVER, MINNESOTA COMMISSION NO. 12715-02 ITEM CONTRACT QUANTITY UNIT AMOUNT NET CONTAACT NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE CHANGE AMOUNT SANITARY SEWER 1 MOBIUZA TION LS 0.7 0.7 $ 4,813.23 $ 3,369.26 $ $ 3,369.26 2 CONSTRUCT ROCK CONSTRUCTION ENTRANCE LS 1.0 S 475.00 $ S (475.00) S 475.00 3 SILT FENCE LF 310.0 S 2.00 S S (620.00) S 620.00 . REMOVE SANITARY SEWER ClEAN'()UT EA 1.0 1.0 S 126.88 S 126.88 S S 126.88 S CONNECT TO EXISTING SANITARY SEWER EA 1.0 1.0 S 380.61 $ 380.61 S $ 380.61 6 8- PVC, SDR 35 SAN. SEW. (10'-12' DEEP) LF 190.0 S 20.68 S S (3,929.20) S 3,929.20 7 8- PVC, SDR 35 SAN. SEW. (12'-14' DEEP) LF 122.0 135.0 S 22.11 S 2,984.85 S 287.43 S 2,697.42 8 8" PVC, SDR 35 SAN. SEW. (14'-16' DEEP) LF 298.0 472.0 S 24.90 S 11,752.80 S 4,332.60 S 7,420.20 . 8"PVC SDR35 SAN. SEW. (16'-18'CEEP) LF 160.0 176.0 S 28.94 S 5,093.44 S 463.04 S 4,630.40 10 8- PVC PLUG EA 1.0 1.0 S 9.63 $ 9.63 $ S 9.63 11 CONSTRUCT 4' DIA. SAN. MH, TYPE 301 (0'-10' DEEP) EA 6.0 6.0 $ 1,952.04 $ 11,712.24 $ S 11,712.24 12 EXTRA DEPTH OF 4' DIA. SAN. MH (GREATER THAN 10' DEEP) LF 25.0 25.0 $ 68.02 S 1,700.50 S S 1,700.50 13 8- DIP OUTSIDE DROP EA '.0 '.0 S 164.78 S 659.12 S S 659.12 " 4- ON 8- PVC, SCHEDULE 40 WYE BRANCH EA 15.0 16.0 S 89.49 $ 1,431.84 S 89.49 S 1,342.35 16 4- PVC SCHEDULE 40 SERVICE PIPE LF 692.0 636.0 S 4.45 S 2,830.20 S (249.20) S 3,079.40 16 VERTICAl SERVICE CLEANOUT, 4- PVC, SCH. 40 EA 15.0 16.0 S 84.35 S 1,349.60 S 84.35 S 1,265.25 GATE VALVE BOX TOP SECTION AND COVER FOR SANITARY 17 SERVICE CLEANOUT IN PAVEMENT AREA EA 2.0 2.0 134.24 S 268.48 S S 268.48 18 TRENCH STABILIZATION ROCK CY 46.0 12.0 0.01 S 0.12 S (0.34) S 0.46 ,. REMOVE UNSTABLE FOUNDATION MATERIAL CY 46.0 12.0 0.01 S 0.12 S (0.34) S 0.46 20 CLEAN AND JET SANITARY SEWER MAINS LF 770.0 783.0 0.70 $ 548.10 S 9.10 S 539.00 21 TELEVISE SANITARY SEWER MAINS LF 770.0 783.0 0.60 S 469.80 S 7.80 S 462.00 SUaTOT AL. SANlT ARY SEWER S 44,687.59 S (0.27) S 44,687.86 WATERMAIN 1 SALVAGE EXISTING HYDRANT EA 1.0 1.0 S 176.32 $ 176.32 S S 176.32 2 SAlVAGE EXISTING GATE VAlVE AND BOX EA 1.0 1.0 S 75.53 S 75.53 S S 75.53 3 CONNECT TO EXISTING WATERMAlN EA 1.0 1.0 S 251.90 $ 251.90 S S 251.90 . 6- DIP, CL. 52 WATERMIAN LF 210.0 210.0 S 14.21 S 2,984.10 S S 2,984.10 6 8"DIP, Cl. 52WATERMAlN LF 597.0 600.0 S 16.76 S 10,056.00 S 50.28 S 10,005.72 6" RES. SEAT GATE VAlVE, VALVE BOX. EXTENSION ROD & 6 ADAPTOR EA 3.0 3.0 776.61 2,329.83 2,329.63 8- RES. SEAT GATE VAlVE, VALVE BOX. EXTENSION ROD & 7 ADAPTOR EA 2.0 2.0 S 1,161.74 $ 2,363.48 $ S 2,363.48 8 6" HYDRANT EXTENSION EA 2.0 2.0 $ 276.51 S 553.02 $ S 553.02 . 12" HYDRANT EXTENSION EA 2.0 2.0 S 319.43 S 638.86 S S 638.86 10 .. HYDRANT ("-6" BURY) EA 2.0 2.0 S 2,000.03 $ 4,000.06 S S 4,000.06 11 INSTALL HYDRANT, FROM SAlVAGE EA 1.0 1.0 S 402.n S 402.77 S $ 402.77 12 INSTAlL GATE VALVE AND BOX. FROM SALVAGE EA 1.0 1.0 S 90.51 S 90.51 S S 90.51 13 1- TYPE ~ COPPER WATER SERVICE LF 582.0 615.0 S 4.76 S 2,927.40 S 157.06 S 2,770.32 1. 1- CORPORATION STOP EA 15.0 16.0 S 93.46 S 1,495.68 S 93.48 S 1.402.20 16 ,- CURB STOP & BOX EA 15.0 16.0 S 126.06 S 2,048.96 $ 128.06 S 1,920.90 GATE VAlVE BOX TOP SECTION AND COVER FOR WATER 16 SERVICE CURB BOX IN PAVEMENT AREA EA 2.0 2.0 134.24 $ 268.48 S S 268.48 17 MJ DIP FITTINGS L8 480.0 480.0 3.63 S 1,838.40 S S 1,838.40 18 4-THICKNESS HIGH DENSITY POlYSTYRENE INSUlATION SY 30.0 55.11 24.48 S 1,349.09 S 614.69 S 734.40 SUBTOTAL - WATERMAIN S 33,850.39 S 1,043.59 S 32,806.80 STORM SewER 1 12" RCP, a..5 STORM SewER PIPE LF 104.7.0 166.0 22.38 S 3,715.08 S 425.22 S 3,289.86 2 15" ReP, CL. 5 STORM SEWER PIPE LF 271.0 271.0 23.72 $ 6,428.12 S S 6,428.12 3 18" ReP. CL. 3 STORM SEWER PIPE LF 8.0 17.0 24.51 S 416.67 S 220.59 S 196.08 . 21- RCP, CL. 3 STORM SEWER PIPE LF 128.0 127.0 28.34 $ 3,599.16 S (28.34) $ 3,627.52 5 12" FlARED END SECTION WITH TRASH GUARD EA 2.0 2.0 624.97 S 1,249.94 S S 1,249.94 8 15- FlARED END SECTION WITH TRASH GUARD EA 2.0 2.0 696.42 S 1,392.84 S S 1,392.84 7 21- FlARED END SECTION WITH TRASH GUARD EA 1.0 1.0 974.68 $ 974.68 S S 974.68 8 CONSTRUCT CATCH BASIN TYPE 401 EA 3.0 3.0 1,043.05 S 3,129.15 $ S 3,129.15 . CONSTURCT CATCH BASIN I MANHOLE TYPE 405 (48- DIA.) EA 6.0 5.0 1,199.75 S 5,998.75 S S 5,998.75 10 CONSTRUCT STORM MANHOlE TYPE 409 (60" DIA.) EA 1.0 1.0 2,028.60 S 2,028.80 $ S 2,028.60 11 CONSTRUCT POND SKIMMER STRUCTURE 7-12 EA 1.0 1.0 2,621.27 S 2,621.27 $ S 2,621.27 12 a.. II HAND PLACED RIP RAP CY 32.0 32.0 70.95 S 2,270.40 S S 2,270.40 SUBTOTAl.. STORM SEWER $ 33,824.88 S 617.47 S 33,207.41 STREET, TRAILS & RESTORATION 1 REMOVE CURB LF 20.0 6.0 $ 2.00 S 12.00 S (28.00) S 40.00 2 REMOVE BITUMINOUS PAVEMENT SY 34.0 12.0 $ 2.00 S 24.00 S (44.00) S 68.00 3 SAWClIT PAVEMENT (FULl DEPTH) LF 30.0 28.0 S 2.00 S 56.00 S ('.00) S 60.00 . INSTALL UTILITY CROSSING CONDUIT W PVC SCH. (0) LF 180.0 520.0 S 5.08 S 2,641.60 $ 1,n7.20 S 914.40 6 SUBGRADE PREPARATION FOR STREET RS 8.0 8.0 S 100.00 S 800.00 S $ 800.00 6 COMMON EXCAVATION (FOR STREETS) - DI CY 106.0 S 2.00 S S (212.00) S 212.00 7 GRANULAR BORROW (CV) FROM SITE. 01 CY 106.0 S 2.00 S $ (212.00) S 212.00 8 AGGREGATE BASE, CL 5 TN 836.0 846.0 S 10.00 $ 8,460.00 S 100.00 S 8,360.00 . CONCRETE SURMOUNTABLE CURB & GUTTER LF 1,680.0 1,660.0 S 7.60 S 12,768.00 S S 12,768.00 10 2350 TYPE:. LYJ NON-WEARING COURSE TN 285.0 338.00 S 37.29 S 12,604.02 S 1,976.37 S 10,627.65 11 2350 TYPE LV4 WEAR COURSE TN 190.0 295.00 S 39.10 $ 11,534.50 S 4,105.50 S 7,429.00 12 TACK COAT GA 160.0 270.0 S 1.00 S 210.00 $ 110.00 $ 160.00 13 TOPSOIL BORROW (LV) CY 490.0 $ 11.50 S S (5,635.oo) S 5,635.00 TOPSOIL BORROW, PULVERIZED (lV), AT STORM SEWER ,. APRONS AND SOD LOCATIONS CY 8.0 11.50 S $ (92.00) S 92.00 15 STRAW FIBER BLANKET (FlARED END SECTIONS) SY 560.0 2.50 S S (1,400.00) $ 1,400.00 16 SEED MIXTURE 20B (BOULEVARDS) LB 25.0 25.00 S S (625.00) S 625.00 17 SEED MIXTURE 60B (COUNTY RIGHT-OF-WAY) LB 10.0 10.00 S S (100.00) S 100.00 I 18 SEEDING WITH FERTILIZER, MULCH, DISC ANCHORING AC 0.7 1,142.00 S S (799.40) S 799.4D ,. SODDING, TYPE LAWN SY 280.0 52.0 5.50 $ 286.00 S (1.254.00) S 1,540.00 SUBTOTAl. STREET, TRAILS AND RESTORATION S 49,456.12 S (2,386.33) S 51,842.45 TOTAL COMPENSATING CHANGE ORDER NO.1 R 161,818.98 S (725.54) 162,544.52 @ 1685 CROSSTOWN BOULEVARD N,W, . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Mernbers CC: John Erar, City Administratorft" FROM: David D. Berkowitz, City Engineer SUBJECT: Declare Costs/Order Assessment RoII/OO-42/Aztec Estates - Engineering DATE: November 18,2003 INTRODUCTION The City Council is requested to declare the costs and order the preparation of the assessment roll for Project 00-42, Aztec Estates. J DISCUSSION The Aztec Estates development project has been completed and the project costs are being assessed to the developer in concurrence with the 429 assessment process. The initial estimate of the assessment amount identified in the feasibility report for this project was $19,982.22 per lot. The final cost of the project is $16,486.47 per lot. After declaring the costs the assessment roll will be prepared and presented to the City Council for approval. ACTION REQUIRED The City Council is requested to approve the resolution declaring costs and directing preparation of assessment roll for the improvement of sanitary sewer, watermain, storm sewer and streets for Project 00-42, Aztec Estates. Respectfully submitted, David D. Berkowitz ~0. Attachments: Resolution, Letter from Developer & Assessment Worksheet cc: Marty Harstad, Harstad Hills, Inc., 2195 Silver Lake Rd., New Brighton, MN 55112 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION DECLARING COSTS AND DIRECTING PREPARATION OF ASSESSMENT ROLL FOR THE IMPROVEMENT OF SANITARY SEWER. WATERMAIN, STORM SEWER AND STREETS FOR PROJECT 00-42, AZTEC ESTATES. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES: WHEREAS, a contract has been entered into for the construction of the improvements and the contract price for such improvement is $582,719.96 plus $6,765.00 for seal coat, and the expenses incurred or to be incurred in the making of such improvement amount to $301,114.72 and work previously done amount to $0.00 so that the total cost of the improvement will be $890,599.68 NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Andover, MN: 1. The portion of the cost of such improvement to be paid by the City is hereby declared to be $115,735.38 the amount to be assessed against benefited property owners is declared to be $774.864.30. 2. Such assessments shall be payable in semi-annual installments, together with principal and accrued interest, extending over a period of ~ years. The first of the installments to be payable on or before the 15th day of April 2004, and shall bear interest at the rate of---2- percent per annum from the date of the adoption of the assessment resolution. 3. The City Clerk, with the assistance of the City Engineer shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by law, and she shall file a copy of such proposed assessment in her office for publiC inspection.' 4. The Clerk shall, upon the completion of such proposed assessment, notify the Council thereof. MOTION seconded by Councilmember at a reQular meeting this 18th day of November and adopted by the City Council , 2003 , with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Michael R. Gamache - Mayor Victoria Volk - City Clerk NOV-13-03 THU 03:31 PM FAX NO, p, 01 ~ Harstad Hills, Inc. 2195 Silver Lake Road New Brighton, MN 55112 Office (651) 636-9991 Fox (651) 636-3422 November 13, 2003 David Berkowitz City of Andover 1685 Crosstown Blvd. NW Andover, MN 55304 Dear Dave: Please consider this my official letter waiving the public hearing for the assessments on my property in Andover, Minnesota, known as Aztec Estates. The final assessment worksheet in the amount of $774,864.30 is acceptable to me, Sincerely. ~ 4A.U' --. Martin N. Harstad NOU 13 2003 14:28 PAGE.01 " Project Name: Supplemental Feasibility Report II Date: Contract Award Date: Final Contract Cost: Construction Cost: Final Special Assessments Aztec Estates January 21, 2003 April 22, 2003 October 16, 2003 Lateral Sanitary Sewer Lift Station (lateral) (City Cost) (City Cost) Trunk Sanitary Sewer Lift Station (Trunk) Lateral Water Main Stann Sewer Streets Access Drives Total: Total Expenses: Engineering Aerial Mapping (1% of street) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (0%) Bonding (0,5%) Legal and Easement Advertising City Costs (including inspection) Street Signs Testing Construction Interest Total Expenses: Expenses Multiplier Total Project Cost: Trunk Source and Storage Water Main: Connection Charge Area Charge Lateral Charge Connection Charge Area Charge Lateral Charge Total Trunk Source and Storage Cost: Sanitary Sewer: Other Costs Seal Coating City Cost: Trunk Sanitary Sewer & Lift Station Expenses Multiplier $140,074.69 Project No.: Amount: Amount: Amount: 00-42 $1,018,927.07 $570,657.39 $563,213.71 $51,371.12 (Includes Electrical Service Charge = $16,615.00 and ROW Management Permit = $495.25) $35,253,03 (Includes Additional Topo Survey = $2396.00) $57,345,73 99,049.20 92,176.75 99,367,04 8,082.40 $582,719.96 $70,351.61 993.67 574.63 17,481.60 0,00 2,913.60 957.80 489.20 37,416.11 1,997.09 4,776.52 7,645.89 $145,597.72 24,9859% $728,317.68 47 Each $2,146.00 $100,862.00 12 Acre 1,967.00 23,604.00 0 l.F. 0.00 0.00 47 Each 341.00 16,027.00 12 Acre 1,252.00 15,024.00 0 l.F. 0.00 0.00 $155,517.00 6,765 S.Y. $92,598.76 23,136.62 $115,735.38 Construction Cost Expenses 24.9859% Total Amount to be Assessed: Assessment Rate per Lot $774,864.30 47 (Supplemental Feasibility Report II Assessment Rate per lot = $19,982.22/lot) $16,486.47/ Lot AN0101finalassmts -less 10/0.xls Sheet1 Short Elliott Hendrickson = $1.00 (Table A) $6,765.00 (115,735.38) $774,864.30 Page 1 Lateral Benefits 1. Sanitary Sewer & Lift Station Construction Cost $191,445.81 Expenses 24.9859% 47,834.42 $239,280.23 Assessable Sanitary Sewer Cost: $239,280.23 = $5,091.07 1 Lot 47 2. Water Main Construction Cost $99,049.20 Expenses 24,9859% 24,748.32 $123,797.52 Assessable Water Main Cost: $123,797.52 = $2,633.99 1 Lot 47 3. Storm Sewer Construction Cost $92,176,75 Expenses 24,9859% 23,031.17 $115,207.92 Assessable Storm Sewer Cost: $115,207.92 $2,451.23 1 Lot 47 4. Streets Construction Cost $99,367,04 Expenses 24,9859% 24,827.73 $124,194.77 Assessable Street Cost: $124,194.77 $2,642.44 1 Lot 47 5, Access Drives Construction Cost $8,082.40 Expenses 24.9859% 2,019.46 $10,101.86 Assessable Access Drive Cost: $10,101.86 = $214.93 1 Lot 47 J 6. Seal Coating Assessable Cost: $6,765.00 $143.94 1 Lot 47 Area and Connection Charges 1, Water Main Area Charge $23,604.00 = $502.21 1 Lot 47 2. Water Main Connection Charge = $2,146.00 1 Lot 3. Sanitary Sewer Area Charge $15,024.00 = $319.661 Lot 47 4. Sanitary Sewer Connection Charge $341.00 1 Lot Summary Sanitary Sewer & Lift Station Lateral $5,091.07 Water Main Lateral 2,633.99 Storm Sewer Lateral 2,451.23 Street Lateral 2,642.44 Access Drive 214.93 Seal Coating 143.94 Water Main Area Charge 502.21 Water Main Connection Charge 2,146,00 Sanitary Sewer Area Charge 319.66 Sanitary Sewer Connection Charge 341.00 Total Unit Charge: $16,486.47 ILOT (Supplemental Feasibility Report II Assessment Rate per Lot = $19,982.221 Lot) AN0101finalassmts -less 1%.x1s Sheet1 Short Elliott Hendrickson Page 2 City Trunk Costs Worksheet Final Sanitary Sewer Cost = $264,538.32 (Including Lift Station) Final Lift Station Cost = $91,606.60 Final Sanitary Sewer Cost = $264,538.32 - $91,606.60 = $172,931.72 (Less Lift Station) City Trunk Sanitary Sewer Costs = $172,931.72 * 0.19 = $32,857.03 (1) (19% of the Total Sanitary Sewer is Trunk Sanitary Sewer/Overdepth) Additional Topo Survey = $2396.00 (2) Trunk Lift Station Cost = $91,606.60 * 0.626 = $57,345.73 (3) (62.6% of the Total Lift Station is Trunk Lift Station per Supplemental Feasibility Report II) TABLE A / No. Item Cost 1 Trunk Sanitary $32,857.03 Sewer Cost 2 Additional Topo $2396.00 Survey 3 Trunk Lift $57,345.73 Station Cost Total City Cost = $92,598.76 , I CD 1685 CROSSTOWN BOULEVARD N,W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN,US TO: Mayor and Council Members CC: John Erar, City Administrato~ FROM: David D. Berkowitz, City Engineer SUBJECT: Declare Costs/Order Assessment Roll/02-47/Foxburgh Crossing- Engineering DATE: November 18,2003 INTRODUCTION The City Council is requested to declare the costs and order the preparation of the assessment roll for Project 02-47, Foxburgh Crossing. DISCUSSION The Foxburgh Crossing development project has been completed and the project costs are being assessed to the developer in concurrence with the 429 assessment process. The initial estimate of the assessment amount identified in the feasibility report for this project was $17,590.64 per lot. The final cost of the project is $16,031.00 per lot. After declaring the costs the assessment roll will be prepared and presented to the City Council for approval. ACTION REQUIRED The City Council is requested to approve the resolution declaring costs and directing preparation of assessment roll for the improvement of sanitary sewer, watermain, storm sewer and streets for Project 02-47, Foxburgh Crossing. Respectfully submitted, ~=~~rl Attachments: Resolution, Letter from Developer & Assessment Worksheet . I cc: Bill Gleason, Grand Teton Development, 8525 Edinbrook Crossing, Suite 101, Brooklyn Park, MN 55443 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION DECLARING COSTS AND DIRECTING PREPARATION OF ASSESSMENT ROLL FOR THE IMPROVEMENT OF SANITARY SEWER. WATERMAIN, STORM SEWER AND STREETS FOR PROJECT 02-47. FOXBURGH CROSSING. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES: WHEREAS, a contract has been entered into for the construction of the improvements and the contract price for such improvement is $128,570.05 plus $1,938.00 for seal coat, and the expenses incurred or to be incurred in the making of such improvement amount to $106,357.17 and work previously done amount to $0.00 so that the total cost of the improvement will be $236.865.22 NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Andover, MN: 1. The portion of the cost of such improvement to be paid by the City is hereby declared to be $28.462.23 the amount to be assessed against benefited property owners is declared to be $208.402.99. 2. Such assessments shall be payable in semi-annual installments, together with principal and accrued interest, extending over a period of ~ years. The first of the installments to be payable on or before the 15th day of April 2004, and shall bear interest at the rate of--.2.... percent per annum from the date of the adoption of the assessment resolution. 3. The City Clerk, with the assistance of the City Engineer shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by law, and she shall file a copy of such proposed assessment in her office for public inspection. 4. The Clerk shall, upon the completion of such proposed assessment, notify the Council thereof. MOTION seconded by Councilmember at a reQular meeting this 18th day of November and adopted by the City Council , 2003 , with Council members voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Michael R. Gamache - Mayor Victoria Volk - City Clerk 1432421$1 ave N. Plymouth, MN 55447 November 12, 2003 City of Andover 1685 Crosstown Boulevard N.W. Andover, MN 33304 Dear David, I have received and reviewed the assessment work sheet for Foxburgh Crossing. I agree with the construction and assessment costs and am willing to waive the right to a public hearing. NOV 12 2003 12:22 PAGE. 02 FINAL ANDOVER SPECIAL ASSESSMENTS TOTAL. EXPENSES(% of Est. Const. Cost) = CONDEMNATION COST FINAL CONSTRUCTION & EXPENSES COST PROJECT NO: 02-47 Amount $148,879.50 Amount $133,003.99 Amount $128,570.05 $36,546.43 615.91 221.82 3,857.10 1,285.70 642.85 50.00 833.54 2,255.00 586.71 3,117.60 1,287.36 $51,300.02 39.9004% + $51,300,02 + $0.00 = $179,870.07 PROJECT NAME: Foxburah Crossina / FEASIBILITY STUDY: Date January 7, 2003 CONTRACT AWARD: Date Mav 20.2003 FINAL CONTRACT COST: $128.570.05 Engineering (includes construction inspection) Aerial Mapping (1% of street) Drainage Plan (0.3% of street/storm) Administration (3%) Assessing (1%) Invoice Bonding (0.5%) Legal & Easement Advertising City Costs Street Signs Testing Construction Interest Total Expenses .I TRUNK SOURCE AND STORAGE: Units Charae/Unit Total Water Main: Connection Charae 13 Units $2,146.00 $27,898.00 Area Charae 7.06 AC 1,967.00 $13,887.02 Lateral Charae o LF 0.00 0.00 San. Sewer: Connection Charae 13 Units 341.00 $4,433.00 Area Charae 7.06 AC 1,252.00 $8,839.12 Lateral Charae o LF 0.00 0.00 Storm Sewer: Area Charae 0.00 AC 0.00 0.00 TRUNK SOURCE AND STORAGE COST + $55,057.14 City of Andover Cost (see sections C.E.G) City of Andover Expenses (39.9004%) TOTAL PROJECT COST OTHER COST Seal Coat: 1938 SY x $1.00/SY $20,344.63 $8,117.60 = $206,464.99 + $1,938.00 = $208,402.99 TOTAL ASSESSMENT TOTAL ASSESSMENT PER LOT: $208,402.99 113 Units = $16,031.001 Unit (Feasibility Report Estimated Assessment Rate = $17,590.641 unit) 1. Sanitary Sewer Total Construction Cost Expenses (39.9004%) Assessable Sanitary Sewer Cost: $25,651.73 = 13 Units 2. Water Main Total Construction Cost Expenses (39.9004% ) City of Andover Cost (see section C) City of Andover Expenses (39.9004%) Assessable Water Main Cost: $48,976.35 = 13 Units 3. Storm Sewer Total Construction Cost Expenses ( 39.9004% ) " City of Andover Cost (see section E) City of Andover Expenses ( 39.9004% ) Assessable Storm Sewer Cost: $14,233.40 = 13 Units 4. Streets & Restoration Total Construction Cost Expenses ( 39.9004% ) City of Andover Cost (see section G) City of Andover Expenses ( 39.9004% ) Assessable Street & Restoration Cost: $62,546.37 = 13 Units / $18,335.70 $7,316.03 $25,651.73 $1,973.21 I Unit $36,295.00 $14,481.87 $50,776.87 $1,287.00 $513.52 $48,976.35 $3,767.41 I Unit $12,347.95 $4,926.89 $17,274.84 $2,174.00 $867.44 $14,233.40 $1,094.88 I Unit $61,591.40 $24,575.24 $86,166.64 $16,883.63 $6,736.64 $62,546.37 $4,811.26 I Unit 2 5. Seal Coatina Seal Coat: 1938 SY x$1.00/SY $1,938.00 Assessable Seal Coating Cost: / $1,938.00 = 13 Units $149.08 / Unit 6. Trunk Water Main Connection Charae Connection: $2146/Unit x 13 Units $27,898.00 Assessable Water Main Connection Cost: $27,898.00 = 13 Units $2,146.00/Unit 7. Trunk Water Main Area Charae Area: $1967/AC x 7.06 AC $13,887.02 Assessable Water Main Area Cost: $13,887.02 = 13 Units $1,068.23 / Unit 8. Trunk Sanitarv Sewer Connection Charae Connection: $341/Unit x 13 Units $4,433.00 Assessable Sanitary Sewer Connection Cost: $4,433.00 = 13 Units $341.00/ Unit 9. Trunk Sanitarv Sewer Area Charae Area: $12521AC x 7.06 AC $8,839.12 Assessable Sanitary sewer Area Cost: $8,839.12 = 13 Units $679.93 / Unit Summary: Assessable Sanitarv Sewer Cost $1,973.21 Assessable Water Main Cost $3,767.41 Assessable Storm Sewer Cost: $1,094.88 Assessable Street & Restoration Cost $4,811.26 Assessable Seal Coatina Cost $149.08 Assessable Water Main Connection Cost $2,146.00 Assessable Water Main Area Cost $1,068.23 Assessable Sanitarv Sewer Connection Cost $341.00 Assessable Sanitarv sewer Area Cost $679.93 TOTAL ASSESSMENT PER LOT: $16,031.00 3 Foxburgh Crossing Utility and Street Improvements City Project 02-47 'Andover, Minnesota / Section A. Sanitary Sewer Improvements ITEM NMBR 1 2 3 4 5 6 7 8 9 10 11 12 , " DESCRIPTION TRENCH STABILIZATION MATERIAL (CV) CONNECT TO EXISTING SANITARY SEWER 8" X 4" PVC WYE 4" PVC VERTICAL CLEANOUT, SCHEDULE 40 4" PVC SANITARY SERVICE PIPE 8" PVC SANITARY SEWER, SDR 35 (0 c10) 8" PVC SANITARY SEWER, SDR 35 (10 -12) 8" PVC SANITARY SEWER, SDR 35 (12 -14) JET CLEAN SANITARY SEWER MAIN TELEVISE SANITARY SEWER MAIN SANITARY MANHOLE, 10' DEEP, TYPE 301A (48"DIA.) SANITARY MANHOLE - EXTRA DEPTH (48"DIA.) UNITS TON EACH EACH EACH L.F. L.F. L.F. L.F. L.F. L.F. EACH L.F. ACTUAL QUAN 100.00 1.00 13.00 13.00 549.00 165.00 225.00 110.00 798.00 798.00 3.00 3.70 Total Sanitary Sewer Construction UNIT PRICE $0.01 $1,500.00 $30.00 $25.00 $6.00 $12.00 $12.00 $12.00 $0.94 $0.71 $1,750.00 $70.00 TOTAL $1.00 $1,500.00 $390.00 $325.00 $3,294.00 $1,980.00 $2,700.00 $1,320.00 $750.12 $566.58 $5,250.00 $259.00 $18,335.70 Foxburgh Crossing Utility and Street Improvements City Project 02-47 Andover, Minnesota Section B. Water Main Improvements ITEM NMBR 1 2 3 4 5 6 7 8 9 10 11 DESCRIPTION CONNECT TO EXISTING WATER MAIN 8" X 8" WET TAP 1" CORPORATION STOP 1" CURB STOP AND BOX 6" GATE VALVE AND BOX 8" GATE VALVE AND BOX HYDRANT 1" TYPE K COPPER TAP SERVICE 6" DIP WATER MAIN, CL52 8" DIP WATER MAIN, CL52 MJ DIP FITTINGS UNITS EACH EACH EACH EACH EACH EACH EACH LF. LF. LF. LBS ACTUAL QUAN 1.00 1.00 13.00 13.00 2.00 1.00 2.00 502.00 39.00 905.00 1542.50 Total Water Main Construction Section C. City Cost for Turn Lane - Water Main Improvements (MSA Funded) ITEM NMBR 1 2 3 4 DESCRIPTION RELOCATE HYDRANT & VALVE ADJUST EXISTING GATE VALVE BOX HYDRANT RISER 6" DIP WATER MAIN, CL52 UNITS EACH EACH LF. LF. ACTUAL QUAN 1.00 1.00 1.50 9.00 Total Estimated Water Main Construction UNIT PRICE $400.00 $1,600.00 $40.00 $100.00 $631.00 $800.00 $1,661.00 $6.00 $18.00 $21.00 $2.00 UNIT PRICE $500.00 $175.00 $300.00 $18.00 TOTAL $400.00 $1,600.00 $520.00 $1,300.00 $1,262.00 $800.00 $3,322.00 $3,012.00 $702.00 $19,005.00 $3,085.00 $35,008.00 TOTAL $500.00 $175.00 $450.00 $162.00 $1,287.00 Foxburgh Crossing Utility and Street Improvements City Project 02-47 , Andover, Minnesota -' Section D. Storm Sewer Improvements ITEM NMBR 1 2 3 4 5 DESCRIPTION 15" RC PIPE APRON WI TRASH GUARD 15" RC PIPE SEWER DESIGN 3006, CLASS V STORM CATCH BASIN I MANHOLE, TYPE 405 (48"DIA) STORM SKIMMER STRUCTURE (48"DIA) RANDOM RIPRAP, CLASS 3 UNITS EACH LF. EACH EACH C.Y. ACTUAL QUAN 3.00 244.00 1.00 1.00 25.43 Total Estimated Storm Sewer Cost Section E. City cost for Turn lane - Storm Sewer Improvements (MSA Funded) ITEM NMBR 1 2 3 4 DESCRIPTION 12" RC PIPE SEWER DESIGN 3006, CLASS V CONNECT TO EXISTING STORM SEWER STORM CATCH BASIN, TYPE 401 STORM MANHOLE, TYPE 409A (48"DIA) UNITS LF. EACH EACH EACH ACTUAL QUAN 18.00 1.00 1.00 1.00 Total Estimated Storm Sewer Cost (MSA Funded) UNIT PRICE $535.00 $19.00 $895.00 $1,385.00 $65.00 UNIT PRICE $18.00 $250.00 $800.00 $800.00 TOTAL $1,605.00 $4,636.00 $895.00 $1,385.00 $1,652.95 $10,173.95 TOTAL $324.00 $250.00 $800.00 $800.00 $2,174.00 1 Foxburgh Crossing Utility and Street Improvements City Project 02-47 Andover, Minnesota Section F. Street and Restoration Improvements ITEM NMBR 1 2 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 55 57 58 59 60 64 65 66 DESCRIPTION MOBILIZATION REMOVE CONCRETE CURB & GUTTER REMOVE BITUMINOUS PAVEMENT REMOVE WATER SERVICE REMOVE SEWER SERVICE SAWING CONCRETE PAVEMENT (FULL DEPTH) SAWING BITUMINOUS PAVEMENT (FULL DEPTH) ABANDON EXISTING SEWER SERVICE ABANDON EXISTING WATER SERVICE COMMON EXCAVATION (E.V.) SELECT TOPSOIL BORROW (L.V.) SUBGRADE PREPARATION AGGREGATE BASE CLASS 5 MILL BITUMINOUS SURFACE (1") TYPE LV 4 WEARING COURSE MIXTURE (C) TYPE LV 3 NON-WEARING COURSE MIXTURE (C) BITUMINOUS MATERIAL FOR TACK COAT 4" CONCRETE WALK CONCRETE CURB & GUTTER SURMOUNTABLE CONCRETE VALLEY GUTTER INSTALL UTILITY CONDUIT TRAFFIC CONTROL SILT FENCE, TYPE PRE-ASSEMBLED EROSION CONTROL BLANKETS CATEGORY 1 SEEDING UNITS L.S. L.F. S.Y. EACH EACH L.F. L.F. EACH EACH C.Y. Cy. R.S. TON S.Y. TON TON GAL S.F. L.F. EACH L.F. L.S. L.F. S.Y. ACRE ACTUAL QUAN 0.83 81.00 383.00 1.00 1.00 5.00 119.00 3.00 3.00 175.00 20.00 5.00 741.00 5.00 156.94 221.48 180.00 1180.00 1027.00 1.00 120.00 0.83 0.00 225.00 0.50 Total Estimated Street & Rest. Cost UNIT PRICE $3,000.00 $2.00 $2.00 $300.00 $300.00 $10.00 $2.00 $50.00 $150.00 $1.00 $12.00 $45.90 $12.19 $10.20 $39.44 $35.64 $1.02 $2.63 $8.21 $1,632.00 $2.00 $1,785.00 $3.00 $2.04 $918.00 TOTAL $2,490.00 $162.00 $766.00 $300.00 $300.00 $50.00 $238.00 $150.00 $450.00 $175.00 $240.00 $229.50 $9,032.79 $51.00 $6,189.71 $7,893.55 $183.60 $3,103.40 $8,431.67 $1,632.00 $240.00 $1,481.55 $0.00 $459.00 $459.00 $44,707.77 Foxburgh Crossing Utility and Street Improvements City Project 02-47 \ Andover, Minnesota Section G. City Cost for Turn Lane - Street & Restoration Improvements (MSA Funded) ITEM ACTUAL UNIT NMBR DESCRIPTION UNITS QUAN PRICE TOTAL 1 MOBILIZATION LS. 0.17 $3,000.00 $510.00 2 REMOVE CONCRETE CURB & GUTTER LF. 333.00 $2.00 $666.00 3 REMOVE CONCRETE SIDEWALK S.Y. 155.00 $2.00 $310.00 4 REMOVE BITUMINOUS PAVEMENT S.Y. 46.00 $2.00 $92.00 5 REMOVE CATCH BASIN EACH 1.00 $350.00 $350.00 8 SAWING CONCRETE PAVEMENT (FULL DEPTH) LF. 9.00 $10.00 $90.00 9 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) LF. 86.00 $2.00 $172.00 12 COMMON EXCAVATION (E.V.) C.Y. 198.00 $1.00 $198.00 13 SELECT TOPSOIL BORROW (LV.) CY. 25.00 $12.00 $300.00 14 SUBGRADE PREPARATION R.S. 2.50 $45.90 $114.75 15 AGGREGATE BASE CLASS 5 TON 170.00 $12.19 $2,072.30 16 MILL BITUMINOUS SURFACE (1") SY. 35.00 $10.20 $357.00 17 TYPE LV 4 WEARING COURSE MIXTURE (C) TON 60.00 $39.44 $2,366.40 18 TYPE LV 3 NONcWEARING COURSE MIXTURE (C) TON 52.00 $35.64 $1,853.28 19 BITUMINOUS MATERIAL FOR TACK COAT GAL 45.00 $1.02 $45.90 55 4" CONCRETE WALK S.F. 1290.00 $2.63 $3,392.70 56 CONCRETE CURB & GUTTER DESIGN B618 LF. 317.00 $9.69 $3,071.73 , 60 TRAFFIC CONTROL LS. 0.17 $1,785.00 $303.45 61 F&I SIGN PANEL TYPE C EACH 1:00 $168.30 $168.30 62 PAVEMENT MESSAGE (RIGHT ARROW) - PAINT EACH 1.00 $56.10 $56.10 63 4" SOLID LINE WHITE - PAINT LF. 66.00 $1.02 $67.32 65 EROSION CONTROL BLANKETS CATEGORY 1 S.Y. 160.00 $2.04 $326.40 Total Estimated Street & Rest. Cost $16,883.63 2 , , CITY OF NDOVE G " 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER,MN,US TO: Mayor and Council Members CC: John Erar, City Administratoqlv FROM: David D. Berkowitz, City Engineer SUBJECT: Declare Costs/Order Assessment Roll/02-50/Maple Hollow - Engineering DATE: November IS, 2003 INTRODUCTION The City Council is requested to declare the costs and order the preparation of the assessment roll for Project 02-50, Maple Hollow. / DISCUSSION The Maple Hollow development project has been completed and the project costs are being assessed to the developer in concurrence with the 429 assessment process. The initial estimate of the assessment amount identified in the feasibility report for this project was $24,336.83 per lot. The final cost of the project is $19,248.09 per lot. After declaring the costs the assessment roll will be prepared and presented to the City Council for approval. , , ACTION REQUIRED The City Council is requested to approve the resolution declaring costs and directing preparation of assessment roll for the improvement of sanitary sewer, watermain, storm sewer and streets for Project 02-50, Maple Hollow. Respectfully submitted, David D. Berkowitz Q~c;J, Attachments: Resolution, Letter from Developer & Assessment Worksheet cc: Ty Caswell, Tyson Homes, LLC, 13360 - 2nd Avenue South, Zimmerman, MN 55398 CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION DECLARING COSTS AND DIRECTING PREPARATION OF ASSESSMENT ROLL FOR THE IMPROVEMENT OF SANITARY SEWER. WATERMAIN, STORM SEWER AND STREETS FOR PROJECT 02-50, MAPLE HOLLOW. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES: WHEREAS, a contract has been entered into for the construction of the improvements and the contract price for such improvement is $56,502.71 plus $1,300.00 for seal coat, and the expenses incurred or to be incurred in the making of such improvement amount to $57,685.84 and work previously done amount to $0.00 so that the total cost of the improvement will be $115.488.55 NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Andover, MN: 1. The portion of the cost of such improvement to be paid by the City is hereby declared to be $0.00 the amount to be assessed against benefited property owners is declared to be $115.488.55. 2. Such assessments shall be payable in semi-annual installments, together with principal and accrued interest, extending over a period of ~ years. The first of the installments to be payable on or before the 15th day of April 2004, and shall bear interest at the rate of---2- percent per annum from the date of the adoption of the assessment resolution. 3. The City Clerk, with the assistance of the City Engineer shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by law, and she shall file a copy of such proposed assessment in her office for public inspection. 4. The Clerk shall, upon the completion of such proposed assessment, notify the Council thereof. MOTION seconded by Councilmember at a reqular meeting this 18th day of November and adopted by the City Council , 2003 , with Council members voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Michael R. Gamache - Mayor Victoria Volk - City Clerk 11/12/2BB3 15:29 7538555455 TYSON HOME PAGE B2 November 11, 2003 To: City of Andover, Minnesota Dave Berkowitz - City Engineer From: Maple Ridge Development Group, LLC Ty Caswell - Principal Tony Boros - Principal RE: Maple Hollow Development - Andover, MN Project Final Costs - Letter of Agreement with We have reviewed the final assessment worksheet for the Maple Hollow development presented to us by Dave H., Andover City Engineer. We are in agreement with the construction & assessment costs as presented via fax on Nov 1 Ofh, 2003. / Furthermore, we formally waive the right to a public hearing regarding the project construction & assessment costs. Respectfully Yours, Ty Caswell Maple Ridge Development Group, LLC 13360 Second Avenue South Zimmerman, MN 55398 .' NOV 12 2003 16:40 7638566455 PAGE. 02 Final-Andover Special Assessments Project Name: Maple Hollow Project No. : 02-50 Feasibility Report March 4, 2003 Amount: $ 84,161.00 : Contract Award Date: May 6, 2003 Amount: $ 57,322.97 Final Construction Sanitary Sewer $ 14,660.73 Watermain $ 10,488.84 Storm Sewer $ 10,467,34 Streets $ 20,885.80 Amount: $ 56,502.71 Final EXDenses Engineering: $ 12,880.37 Aerial Mapping (1% of street) $ 208.86 Drainage Plan (0.3% of street/storm) $ 94.06 Administration (3%) $ 1,695.08 Assessing (1%) $ 565.03 Bonding (0.5%) $ 282.51 Legal & Easement $ Advertising $ 238.94 City Costs (includes inspection) $ 7,312,23 Street Signs $ 351,24 Testing $ 862.10 Construction Interest $ Total Final Expenses $ 24,490.42 Expenses Multiplier 43.3438% Final Project Cost Amount: $ 80,993.13 Trunk Source and StoraQe , / Watermain: Connection Charge 6EA $ 2,146,00 $ Area Charge 2,06 AC $ 1,967.00 $ Lateral Charge o LF $ $ San. Sewer: Connection Charge 6EA $ 341,00 $ Area Charge 2,06 AC $ 1,252.00 $ Lateral Charge o LF $ $ Storm Sewer: Area Charge OAC $ $ Total Trunk Source and StoraQe $ 12,876.00 4,052.02 2,046.00 2,579.12 21,553.14 Other Costs Seal Coating 1,300 SY $ 1.00 $ 1,300,00 Sanitary Sewer North Extension - City Project 00-39 (one-half share) $ 0.50 LS $ 10,231.93 $ 5,115.97 - (Including ENR Construction Cost Index 2000 to 2003) Watermain North Extension - City Project 00-39 (one-half share) $ 0.50 LS $ 8,336.63 $ 4,168,32 - (Including ENR Construction Cost Index 2000 to 2003) Chesterton Commons Lift Station Lateral Benefit (City Project 98-34) $ 6,00 EA $ 393.00 $ 2,358.00 Total Amount to be Assessed $ 115,488.55 Assessment Rate per Unit Feasibility Report $146020.98 $ 24,336.83 Unit 6 Final Assessment $115,488.55 = $ 19,248.09 Unit , 6 ) City Project 02-50 12714-01 Assessment Rate Calculations 1 Sanitary Sewer / Final Construction Cost Less City Cost Total Cost Plus Expenses 43.3438% Assessable Sanitary Sewer Cost $ 21,015.25 = 6 2 Watermain Final Construction Cost Less City Cost Total Cost Plus Expenses $ 3,502.54 per Unit 43.3438% Assessable Watermain Cost $ 15,035.10 = 6 3 Storm Sewer Final Construction Cost Less City Cost Total Cost Plus Expenses $ 2,505.85 per Unit 43.3438% Assessable Storm Sewer Cost $ 15,004.28 = 6 City Project 02-50 $ 2,500.71 per Unit 2 $ 14,660.73 $ $ 14,660.73 $ 21,015.25 $ 10,488.84 $ $ 10,488.84 $ 15,035.10 $ 10,467.34 $ $ 10,467.34 $ 15,004.28 12714-01 4 Streets \ Final Construction Cost $ 20,885.80 I Less City Cost $ Total Cost $ 20,885.80 Plus Expenses 43.3438% $ 29,938.50 Assessable Street Cost $ 29,938.50 = 6 $ 4,989.75 per Unit 5 Seal Coating Seal Coat Cost $ 1,300.00 Assessable Seal Coating Cost $ 1,300.00 = 6 $ 216.67 per Unit 6 Trunk Watermain Area Total Area Charge $ 4,052.02 Assessable Watermain Area Cost $ 4,052.02 = 6 $ 675.34 per Unit , I City Project 02-50 3 12714-01 7 Trunk Sewer Area Total Area Charge Assessable Sewer Area Cost $ 2,579.12 = 6 $ 429.85 per Unit Assessment Summary 1 Sanitary Sewer 2 Watermain 3 Storm Sewer 4 Streets 5 Seal Coating 6 Trunk Watermain Area 7 Trunk Sanitary Sewer Area 8 Bike Trail 9 Watermain Connection 10 Sewer Connection 11 Sanitary Sewer N. Extension (Project 00-39) 12 Watermain N. Extension (Project 00-39) 13 Lift Station Project 98-34) $ 2,579.12 $ $ $ $ $ $ $ $ $ $ $ $ $ 3,502.54 2,505.85 2,500.71 4,989.75 216.67 675.34 429.85 2,146.00 341.00 852.66 694.72 393.00 Assessment Rate per Unit - Maple Hollow $ 19,248.09 City Project 02-50 4 12714-01 @ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER,MN,US TO: Mayor and Council Members CC: John Erar, City Administrato~ FROM: David D. Berkowitz, City Engineer SUBJECT: Declare Costs/Order Assessment RoII/02-48/Shady Oak Cove - Engineering DATE: November 18,2003 INTRODUCTION The City Council is requested to declare the costs and order the preparation of the assessment roll for Project 02-48, Shady Oak Cove. DISCUSSION The Maple Hollow development project has been completed and the project costs are being assessed to the developer in concurrence with the 429 assessment process. The initial estimate of the assessment amount identified in the feasibility report for this project was $21,775.12 per lot. The final cost of the project is $17,390.58 per lot. After declaring the costs the assessment roll will be prepared and presented to the City Council for approval. ACTION REOUIRED The City Council is requested to approve the resolution declaring costs and directing preparation of assessment roll for the improvement of sanitary sewer, watermain, storm sewer and streets for Project 02-48, Shady Oak Cove. Respectfully submitted, David D. Berkowitz CJ~01 /... V Attachments: Resolution, Letter from Developer & Assessment Worksheet 'I cc: Mike Quigley, Emmerich Development Corp., 1875 Station Parkway NW, Andover CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION DECLARING COSTS AND DIRECTING PREPARATION OF ASSESSMENT ROLL FOR THE IMPROVEMENT OF SANITARY SEWER, WATERMAIN, STORM SEWER AND STREETS FOR PROJECT 02-48, SHADY OAK COVE. THE CITY COUNCIL OF THE CITY OF ANDOVER HEREBY RESOLVES: WHEREAS, a contract has been entered into for the construction of the improvements and the contract price for such improvement is $161,818.98 plus $3,170.00 for seal coat, and the expenses incurred or to be incurred in the making of such improvement amount to $113,260.37 and work previously done amount to $0.00 so that the total cost of the improvement will be $278,249.35 NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Andover, MN: 1. The portion of the cost of such improvement to be paid by the City is hereby declared to be $0.00 the amount to be assessed against benefited property owners is declared to be $278,249.35. 1. Such assessments shall be payable in semi-annual installments, together with principal and accrued interest, extending over a period of!! years. The first of the installments to be payable on or before the 15th day of April 2004, and shall bear interest at the rate of-2..... percent per annum from the date of the adoption of the assessment resolution. 2. The City Clerk, with the assistance of the City Engineer shall forthwith calculate the proper amount to be specially assessed for such improvement against every assessable lot, piece or parcel of land within the district affected, without regard to cash valuation, as provided by law, and she shall file a copy of such proposed assessment in her office for public inspection. 3. The Clerk shall, upon the completion of such proposed assessment, notify the Council thereof. MOTION seconded by Councilmember at a reQular meeting this 18th day of November and adopted by the City Council , 2003 , with Councilmembers voting in favor of the resolution, and Councilmembers voting against, whereupon said resolution was declared passed. CITY OF ANDOVER ATTEST: Michael R. Gamache - Mayor Victoria Volk - City Clerk NOV, 12,2003 11: 29AM November 12, 2003 City of Andover David Berkowitz City Engineer 1685 Crosstown Blvd. Andover, l.V1N 55304 Dear Mr. Berkowitz, NO. 72 0 EMMERICH D~VELO~MENT CORfORATlON I have reviewed the assessments for Shady Oak Cove as submitted and agree with the conclusion. Therefore I agree to accept the results and waive the right for a public hearing. Thank you, ~L-~~ Mike Quigley Emmerich Development Corp. 1875 STATION PARIl.'WAY NW. ANOOVllII. MN 55304 0 PHONB 763.755.6554 0 fAX 763.755.6311 NOU 12 2003 11:13 P. 2 PAGE. 02 Project Name: Shady Oak Cove Project No. : Feasibility Report February 18, 2003 Amount: $ Contract Award Date: April 15,2003 Amount: $ Final Construction Sanitary Sewer $ 44,687.59 Watermain $ 33,850.39 Storm Sewer $ 33,824,88 Streets and Restoration $ 49,456,12 Amount: $ Final Expenses Engineering: Aerial Mapping (1 % of street) Drainage Plan (0.3% of streeUstorm) Administration (3%) Assessing (1 %) Bonding (0.5%) legal & Easement Advertising City Costs (includes inspection) Street Signs Testing Construction Interest Total Final Expenses Expenses Multiplier Final Project Cost Trunk Source and Storaae Watermain: San. Sewer: Storm Sewer: Total Trunk Source and Storaae Other Costs Final-Andover Special Assessments 02-48 203,269.00 162,544.52 161,818.98 $ 24,818.55 $ 494,56 $ 249.84 $ 4,854.57 $ 1,618.19 $ 809.09 $ $ 333,98 $ 11,882.17 $ 731.39 $ 2,428.11 $ $ 48,220.46 29,7990% Amount: $ 210,039.44 Connection Charge Area Charge Lateral Charge Connection Charge Area Charge lateral Charge Area Charge 16 EA $ 2,146,00 $ 5.89 AC $ 1,967,00 $ o LF $ $ 16 EA $ 341.00 $ 5.89 AC $ 1,252,00 $ o lF $ $ o AC $ $ $ Seal Coating Chesterton Commons 3rd Addition - lift Station lateral Benefit (City Project 98-34) 3,170 SY 16 Units $ $ 1.00 $ 393.00 $ Total Amount to be Assessed Assessment Rate per Unit Feasibility Report Final Assessment City Project 02-48 $348401.99 16 $ 21,775.12 Unit $278,249.35 16 $ 17,390.58 Unit 34,336.00 11,585.63 5,456,00 7,374.28 58,751.91 3,170.00 6,288.00 $ 278,249.35 12715-01 Assessment Rate Calculations 1 Sanitary Sewer Final Construction Cost Less City Cost Total Cost Plus Expenses 29.7990% Assessable Sanitary Sewer Cost $ 58,004.05 = 16 2 Watermain Final Construction Cost Less City Cost Total Cost Plus Expenses $ 3,625.25 per Unit 29.7990% , / Assessable Watermain Cost $ 43,937.47 = 16 3 Storm Sewer Final Construction Cost Less City Cost Total Cost Plus Expenses $ 2,746.09 per Unit 29.7990% Assessable Storm Sewer Cost $ 43,904.36 = 16 City Project 02-48 $ 2,744.02 per Unit 2 $ 44,687.59 $ $ 44,687.59 $ 58,004.05 $ 33,850.39 $ $ 33,850.39 $ 43,937.47 $ 33,824.88 $ $ 33,824.88 $ 43,904.36 12715-01 4 Streets - " Final Construction Cost Less City Cost Total Cost Plus Expenses Assessable Street Cost $ 64,193.56 = 16 5 Seal Coating Seal Coat Cost 29.7990% $ 4,012.10 per Unit Assessable Seal Coating Cost $ 3,170.00 = 16 6 Trunk Watermain Area Total Area Charge $ 198.13 per Unit Assessable Watermain Area Cost $ 11,585.63 = 16 City Project 02-48 $ 724.10 per Unit 3 $ 49,456.12 $ $ 49,456.12 $ 64,193.56 $ 3,170.00 $ 11,585.63 12715-01 7 Trunk Sewer Area Total Area Charge $ 7,374.28 Assessable Sewer Area Cost $ 7,374.28 = 16 $ 460.89 per Unit 8 Bike Trail Final Construction Cost Plus Expenses $ 29.7990% $0.00 Note: Trail is 100% City Cost Assessable Bike Trail Cost $0.00 16 = $0.00 per Unit , \ Assessment Summary 1 Sanitary Sewer $ 3,625.25 2 Watermain $ 2,746.09 3 Storm Sewer $ 2,744.02 4 Streets $ 4,012.10 5 Seal Coating $ 198.13 6 Trunk Watermain Area $ 724.10 7 Trunk Sanitary Sewer Area $ 460.89 8 Bike Trail $ 9 Watermain Connection $ 2,146.00 10 Sewer Connection $ 341.00 11 Lift Station Charge ( City Project 98-34) $ 393.00 Assessment Rate per Unit Shady Oak Cove $ 17,390.58 City Project 02-48 4 12715-01 CITY OF NDOVE @ \ I 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.C1.ANDOVER.MN.US TO: Mayor and Councilmembers CC: John Erar, City Administratolfb Will Neumeister, Community Development Director uI-- FROM: SUBJECT: Approve Final Plat / Andover Marketplace East/Bunker & Martin St.--Planning DATE: November 18, 2003 INTRODUCTION The City Council is asked to approve the final plat of the project to be known as "Andover Marketplace East". This is the land currently owned by the Andover EDA and is being developed by United Properties. DISCUSSION The final plat has been found to be in compliance with the preliminary plat and applicable City codes. ACTION REQUIRED Adopt the attached re~tion approving the final plat with conditions. Respectfully submitted, ~ Will Neumeister Attachments Final Plat (II" x 17" size plan in packet) CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO R A RESOLUTION APPROVING THE FINAL PLAT OF "ANDOVER MARKETPLACE EAST" BEING DEVELOPED BY UNITED PROPERTIES, INe. LOCATED AT THE SOUTHWEST CORNER OF BUNKER LAKE BOULEVARD AND MARTIN STREET IN SECTION 34, TOWNSHIP 32, RANGE 24, ANOKA COUNTY, MINNESOTA, LEGALLY DESCRIBED AS FOLLOWS: Outlots A and B, Andover Marketplace, Anoka County Minnesota; and also Lot lA, Block 3, Andover Station, Anoka County, Minnesota. WHEREAS, the City Council has approved the preliminary plat of the project to be known as "Andover Marketplace East"; and WHEREAS, the Developer has presented the final plat of "Andover Marketplace East"; and WHEREAS; the City Engineer has reviewed such final plat for conformance with the preliminary plat. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover to hereby approve the final plat of "Andover Marketplace East" contingent upon the following: I. All conditions indicated in the preliminary plat resolution. 2. The City Attorney presenting a favorable title opinion. 3. Security to cover legal and engineering costs as determined by the City Engineer. 4. The Developer escrow for the uncornpleted grading of the site which is to be determined by the City Engineer or ifthe site grading is completed, a letter from the developer's engineer stating that all lots are graded in accordance with the approved grading plan. 5. The final plat shall not be signed by the Mayor and Clerk until there is an executed Development Contract, escrows paid (for total costs of the improvements to the property). 6. Receipt of all necessary drainage and utility easements outside the plat if necessary. 7. Subject to trail easements being dedicated along the north side of Station Parkway with the final plat recording. 8. Subject to dedication of a 20 foot wide utility and drainage easement along the west edge of the plat (along the entirety of Quinn Street). 9. Subject to final review of City Stafffor cornpliance with City ordinances, policies, guidelines and conditions of prelirninary and final plat approval. -2.- 10. Developer is responsible for obtaining all permits from U.S. Army Corps of Engineers, DNR, LGU, Coon Creek Watershed District, MPCA and any other agency that may be interested in the site. II. Park dedication fee to be paid as recommended by the Park and Recreation Cornmission and approved by the City Council. Park fee payment would be allowed on a lot by lot basis (at the time of sale oflot(s) from the Andover EDA to the developer). Adopted by the City Council of the City of Andover this 18th day ofNovernber, 2003. CITY OF ANDOVER ATTEST: Victoria V olk, City Clerk Michael R. Gamache, Mayor -:1- / ~ w 51L1~t~ I!: :5~a...... ~6:16 a:: 0....."0 ., 0 . ::l!~-g60 ~~ e].2> O~CJ'Io ~ 00 ILl e'l:l ~ ~:5.rr1; III 8.5 ~ 0 o OlI"O >...... o5~~~ _ 0 ILl 0 ~::n~~ :.c: g~u,S!' :~~~~ i~iH ~:5~.gci >.>em t~~]~ GI ~ III g-1Il..... 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WWW.CI.ANDOVER.MN.US FROM: Mayor and Councilmembers John Erar, City Administrat01<t1 Jim Dickinson, Finance Director TO: CC: SUBJECT: Authorize Administrative Letter of Credit Reductions DATE: November IS, 2003 INTRODUCTION At the November 6, 2003 City Council workshop, the Council discussed streamlining development letter of credit (LOC) reductions by allowing administrative LOC reductions, rather than processing all LOC reductions through the City Council. The following will describe the proposed streamlining process: DISCUSSION Currently LOC reductions are processed through the City Council upon recommendation of the Engineering or Finance Department. Finance is proposing LOC reductions be processed administratively by the Finance Director when warranted based upon recommendations by the appropriate reviewing department (Engineering, Building Department, Community Development, City Clerk or Public Works). The first line of appeal if there is a disagreement between the developer and City Staff would be to the City Administrator and the second line of appeal would be to the City Council. BUDGET IMPACT The budget is not impacted by reductions in letter of credit. ACTION REOUIRED The Andover City Council is requested to authorize administrative LOC reductions as discussed above. (jJ) 1685 CROSSTOWN BOULEVARD N.W, . ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN,US CC: Mayor and Councilmembers John Erar, City Administratotf TO: FROM: Dana Peitso, Human Resources Manager SUBJECT: Acknowledge Status Changes in Building Inspections Department DATE: November IS, 2003 INTRODUCTION With the hiring of Donald Olson as the Chief Building Official in the Building department, there is now a need for an Assistant Building Official position and regular full-time Inspector position. DISCUSSION Prior to becoming the Chief Building Official for the City of Andover, Mr. Olson was the Assistant Building Official. This position is responsible for the Building Department when the Chief Building Official is out of the office. There is a critical need for an Assistant Building Official position due to the fact that no one else may issue Certificates of Occupancy except one of these two positions. The most qualified person for this Assistant Building Official is Herb Blommel. Mr. Blommel has been a Building Inspector for the City of Andover since 1998 and has been in the ConstructionlBuilding Industry since 1976. Mr. Olson has recommended changing Mr. Blommel's position from Building Inspector to Assistant Building Official. With the change in status of Mr. Blommel, there would be a full-time permanent Building Inspector position available. Mr. Olson has recommended filling this position with Rick Jarson. Mr. Jarson has worked for the City of Andover as a full-time temporary Building Inspector since 1999. Mr. Jarson has been working in the ConstructionlBuilding Industry since 1977 and has proven to be an asset to the City of Andover. In both cases, Human Resources supports these department changes as appropriate. BUDGET IMPACT There is no impact on the budget for either of these positions since they have already been accounted for in the 2004 budget. ACTION REQUESTED Acknowledge the status change for Herb Blommel as the Assistant Building Official and Rick Jarson as a full-time permanent Building Inspector. The temporary full-time position left open will be filled with part-time staff as need in conformance with City budget appropriations. Respectfully Submitted ~A-~ Dana Peitso @ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN,US TO: Mayor and Council Members CC: John Erar, City Administrato~~ "D"DJ3 David D. Berkowitz, City Engineer FROM: Todd Haas, Asst. City Engineer SUBJECT: Accept Petition/Order Feasibility Report/03-35/Bunker Lake Village - Engineering DATE: November 18,2003 INTRODUCTION The City has received a petition from the developer of Bunker Lake Village requesting the improvement of sanitary sewer, watermain, streets and storm sewer (see attached petition), Project 03-35. DISCUSSION If you recall, the preliminary plat has already been approved by the City Council. The developer is aware that they have the option of installing the street and utility improvement but has decided to have the irnprovernents installed by the City. ACTION REOUIRED The City Council is requested to approve the resolution declaring adequacy of petition and ordering preparation of a feasibility report for Project 03-35, Bunker Lake Village. Respectfully submitted, e~4-- v .,/ Attachments: Resolution & Petition cc: Mark Englund, Hanson Land Developing, LLC, 13432 Hanson Blvd. NW, Andover CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION DECLARING ADEQUACY OF PETITION AND ORDERING PREPARATION OF A FEASIBILITY REPORT FOR THE IMPROVEMENT OF SANITARY SEWER. WATERMAIN, STREET AND STORM SEWER ,PROJECT NO. 03-35, BUNKER LAKE VILLAGE. WHEREAS, the City Council has received a petition, dated November 6. 2003, requesting the construction of improvements; and WHEREAS, such petition has been validated to represent the signatures of 100% of the affected property owners requesting such improvement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover that: 1. The petition is hereby declared to be 100% of owners of property affected, thereby making the petition unanimous. 2. Escrow amount for feasibility report is $5.000.00 3. The proposed improvement is hereby referred to the TKDA and they are instructed to provide the City Council with a feasibility report. and adopted by the day of November ,2003, with voting in MOTION seconded by Councilmember City Council at a reQular meeting this 18th Councilmembers favor of the resolution, and Councilmembers against, whereupon said resolution was declared passed. CITY OF ANDOVER voting ATTEST: Michael R. Gamache - Mayor Victoria Volk - City Clerk P!VJjui 11 03 - 35 QMJ)';;~~i/;~~~~:~SINC. ] , '~r;/ Fmest Craftsmanship rr'. RECEIVED'~~'~ \ 8-6_ CITY OF ANDOVER PETITION FOR IMPROVEMENTS. BUNKER LAKE VILLAGE 11/05/03 Mr. David Berkowitz Mr. Todd Haas 1685 Crosstown Boulevard NW Andover, MN 55304 Re: Proposed Bunker Lake Village PUD Dear David & Todd, , j Hanson Land Developing, LLC does hereby petition for improvement for the construction of water- main, sanitary sewer, stonn sewer and streets with concrete curb and gutter with the costs of the improvement to be assessed against the benefitting property which is described as: Bunker Lake Village Said petition is unanimous and the public hearing may be waived. We request that a feasibility report be prepared as soon as possible. We have enclosed a check for $5,000 for the feasibility report expenses, S.inc.~...Iy, V ....#/:';;:7 // -:?~~. - ~:~.:nglun, . Hanson Land Developing, LLC 13432 Hanson Boulevard Andover, MN 55304 13432 Hanson Blvd. Andover, MN 55304 . Office: (763) 421-5435 . Fax: (763) 754-6397 www.hansonbuilders.com License # 0004568 @ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER,MN.US TO: Mayor and Councilmembers CC: John Erar, City Administrator~W FROM: Captain Dave Jenkins - Anoka County Sheriffs Office SUBJECT: Receive Anoka County Sheriffs Department Monthly Report DATE: November 18, 2003 INTRODUCTION Captain Dave Jenkins from the Anoka County Sheriffs Office will be present to provide the Council and the citizens of Andover with an update on law enforcement activities within the City. Attached is a copy ofthe October monthly report. DISCUSSION j To be verbally presented. ACTION REOUIRED For Council information. Respectfully submitted, y~~,~~ Captain Dave Jenkins Anoka County Sheriffs Office tI Attachment: October monthly report B. CITY OF ANDOVER - OCTOBER, 2003 , , Current Mo. Last Month YTD LAST YTD Radio Calls 912 976 9,114 8,847 Burglaries 9 7 68 69 Thefts 62 69 616 460 Crim.Sex 0 4 17 7 Condo Assault 9 9 104 84 Dam to Prop. 35 43 453 285 Harr. Comm. 8 13 94 58 Felony Arrests 5 11 83 68 Gross Mis. 5 4 56 34 Misd. Arrests 58 68 453 300 DUI Arrests 5 4 40 31 Domestic Arr. 3 5 40 46 Warrant Arr. 12 21 152 70 Traffic Arr. 149 141 1,208 1,351 Community Service Officer Report C. CITY OF ANDOVER - OCTOBER, 2003 / Current Month Last Month YTD Last YTD Radio Calls 130 137 2,525 1,504 Incident Report 76 81 835 1,065 Accident 15 9 153 85 Assists Medical Assists 0 0 2 10 Aids: Public 24 51 621 551 Aids: Agency 82 68 1,102 1,108 Veh. Lock Out 28 18 314 329 Extra Patrol 49 52 881 1,082 House Checks 7 5 147 0 Bus. Checks 15 30 342 281 Animal Compl. 52 53 638 518 Traffic Assist 1 3 52 34 , \ , @ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Councilmembers CC: John Erar, City Administrato~ Will Neumeister, Community Development Director <<iL- FROM: Jon Sevald, Planning Intern.::); SUBJECT: Consider Lot Split/I 869 15ih Lane NW - Planning DATE: November 18,2003 INTRODUCTION The property owner is seeking approval to divide the subject property into two single-family rural residential lots. DISCUSSION The property owner (Jerry Putnam) is proposing to split their 6.86 acre double frontage lot. The existing horne will keep their access on I 57th Lane while the new lot will have aCcess onto Linnet Street where the street ends in a cul-de-sac at the back edge of the property. , j The applicant had applied for a variance to the 160-foot rninimum requirement for cul-de-sac lot frontage in the R-I rural residential district. The City Council was advised by the City Attorney that a variance was not necessary at the October 7, 2003 Council meeting. The new lot is in conformance with the minimum lot frontage requirement. Conformance witll City Code The proposed lot split is in conformance with the rninimum requirements of City Code Title 12- 3-4. The following table compares the proposed lots with the regulations for the Single-Family Rural Residential Zoning District (R-I): R-1 Re . 2.5 acres 300 150 Parcel A Parcel B 2.5 acres 4.36 acres 310 310 351 612 A vailability of City Sewer and Water This area is located within the MUSA with city sewer & water serving the Grey Oaks developrnent located approximately 350 feet south ofthe property. It is anticipated that property owners in the immediate area may choose to subdivide their land into urban lots in the future although there has been no indication from these residents that they plan to do so. It is logical that at some point in the future, Linnet Street may be extended to connect with 157th Lane to the \ south to serve a future urban development. It is recommended that the applicant be required to dedicate a sufficient easement to connect the existing right-of-way of Linnet Street to 15ih Lane. This has been included as a condition of the resolution. The roadway easement will include half the width of the future right-of-way. The properties to the west would then dedicate the other half when the area develops. Attached is a ghost plat of surrounding properties illustrating how the extension of Linnet Street may tie into a future urban development. I Easements A separate easement document is necessary to establish the typicallO-foot drainage & utility easement around the perimeter of both properties along with a 30-foot roadway easement along the west property line for the future extension of Linnet Street. Planning Commission Recommendation The Planning Commission unanimously recommended approval of the proposed lot split. Staff Recommendation Staff recommends that Council approve the proposed lot split with the conditions included in the resolution. ACTION REOUESTED The City Council is requested to approve the proposed lot split. Attachments ,/ Resolution /Planning Commission Minutes ,/ Location Map .;' Survey / Ghost Plat Respectfully submitted, &Yl &vJ)Q Jon Sevald CC: Jerry Putnam 1869 15ih Ln. NW Andover, MN 55304 Scott & Tami Allen 15801 Drake St. NW Andover, MN 55304 -2- CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA I RES. NO. -03 A RESOLUTION APPROVING THE LOT SPLIT REQUEST FOR JERRY PUTNAM TO SPLIT A RURAL RESIDENTIAL LOT INTO TWO RURAL RESIDENTIAL LOTS AT 1869 I 57th LANE N.W. (PID: 15-32-24-43-0015). The property to be divided into two single-family residential lots is legally described as: The east 310 feet of the west 1010 feet lying north ofthe south 1047 feet of the Southwest Quarter ofthe Southwest Quarter, Section 15, Township 32, Range 24, Anoka County, Minnesota, as measured along the west and south lines of said Southwest Quarter of the Southeast Quarter. AND That part of the South Half (S Y:z) of the Southeast Quarter (SE I/.) of Section 15, Township 32, Range 24 described as follows: The North 700 feet of the South 1,047 feet of the East 310 feet ofthe West 1,010 feet, as measured along the West and South lines of the South Half (S Y:z) of the Southeast Quarter (SE Vi) of said Section 15. Together with an easement for roadway purposes over the North 55 feet of the South 347 feet of the South Half (S Y:z) of the Southeast Quarter (SE Vi) of said Section 15, when measured along the West line thereof. Proposed Description for Parcel A The east 310 feet of the west 1010 feet lying north of the south 959.36 feet of the Southwest Quarter ofthe Southeast Quarter, Section 15, Township 32, Range 24, Anoka County, Minnesota, as measured along the west and south lines of said Southwest Quarter of the Southeast Quarter. Proposed description for Parcel B The east 310 feet of the west 1010 feet of the north 612.36 feet of the south 959.36 feet of the Southwest Quarter ofthe Southeast Quarter, Section 15, Township 32, Range 24, Anoka County, Minnesota, as measured along the west and south lines of said Southwest Quarter of the Southeast Quarter. WHEREAS, Jerry Putnam has requested approval of a lot split to subdivide a rural residential property into two rural residential lots; and WHEREAS, the City Council has reviewed the request and has determined that said request meets the criteria of City Code Title 12 and 13; and / -'}- WHEREAS, the City Council finds the request would not have a detrirnental effect upon the health, safety, rnorals and general welfare of the City of Andover; and / WHEREAS, a public hearing was held pursuant to state statutes; and WHEREAS, the City Council finds that the lot split request is not detrimental to the surrounding neighborhood. NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Andover hereby agrees with the recommendation of the Planning and Zoning Commission and approves the lot split on said property with the following conditions: I. The applicant is required to dedicate a ten-foot drainage and utility easement around the perimeter of both properties with a separate document. 2. The applicant is required to dedicate a street, utility & drainage easement along the west property line for the future extension of Linnet Street with a separate docurnent. The layout ofthe easement must conform to City Code Title 11-3-3 and be approved by the City Engineer. 3. The proposed home located on Parcel A will be required to face west in the anticipation that the home will front the future extension of Linnet Street. 4. Payment of a park dedication fee based on the fee ordinance in effect at the time of Council approval. 5. Payrnent of a trail fee based on the fee ordinance in effect at the time of Council approval. 6. That the Lot Split be subject to a sunset clause as stipulated in City Code Title 12-15- 7(D). 7. The lowest floor of the future house on Parcel A must be at least three feet above the seasonal high water mark or one foot above the 100 year flood elevation, whichever is higher. Adopted by the City Council of the City of Andover on this 18th day of November 2003. CITY OF ANDOVER Mike Gamache, Mayor ATTEST: Victoria Volk, City Clerk -1-- I 'LANNING AND ZONING COMMISSION MEETING - NOVEMBER 12, 2003 The Regular . onthly Meeting of the Andover Planning and Zoning Co SSlon was called to order by . erson Daninger on November 12,2003, 7:0 ., at the Andover City Hall, 1685 Crosstown Commissioners present: Commissioner Michael Casey. City Planner, Courtney Bednarz Associate Planner, Andy Cross Others ~ PUBLIC HEARING: LOT SPLIT (03-04) TO CREATE A NEW RURAL RESIDENTIAL LOT FROM PROPERTY LOCATED AT 1869157TH LANE NW. Mr. Bednarz explained that the applicant is seeking approval to divide the subject property into two single-family rural residential lots. '\ Mr. Bednarz stated the property owner is proposing to split their 6.86 acre double frontage lot. The existing home will keep their access on Isih Lane while the new lot will have access onto Linnet Street where the street ends in a cul-de-sac at the back edge of the property. Mr. Bednarz noted the applicant had applied for a variance to the 160-foot minimum requirement for cul-de-sac lot frontage in the R-I rural residential district. The City Council was advised by the City Attorney that a variance was not necessary at the October 7, 2003 Council meeting. The new lot is in conformance with the minimum lot frontage requirement. Mr. Bednarz discussed the staff report with the Commission. Commissioner Gamache stated he was a little confused about this item. They are showing a lot split along with a ghost plat, he wondered what was going to happen to the property. Mr. Bednarz stated the ghost plat was showing how the property could be further divided in the future. Commissioner Gamache asked this were to get rezoned later into an R-4, this house would fit in the lot. Mr. Bednarz stated this was correct. He explained the property owner can choose where to place the house on the lot and if interested, staff would work with them. The only real requirement is that it faces west within forty-five degrees of where the future street will be. -5"- Commissioner Vatne stated since this was looked at the last tirne, the only change was the revision made to the proposed plat which has the notch out to Linnet Street. Mr. Bednarz stated the shaded area on the plan is the requested road easement and it has the triangular shape to pick up Linnet Street which is a little off of the property line to the west. Commissioner Gamache asked if this did not get rezoned and they put Linnet Street through to 157th. Would this make the property legal non-conforming. Mr. Bednarz agreed that if the road were extended and utilities were not brought in the lot would be non-conforming, but there would not be a reason to bring the road through unless utilities were brought into the area. Motion by Vatne, seconded by Greenwald, to open the public hearing at 7:16 p.m. Motion carried on a 6-ayes, O-nays, I-absent vote: There was no public input. Motion by Gamache, seconded by Kirchoff, to close the public hearing at 7:16 p.m. Motion carried on a 6-ayes, O-nays, I-absent vote. Motion by Greenwald, seconded by Gamache, to recommend to the City Council approval of Resolution No. _, approving the proposed lot split. Motion carried on a 6-ayes, O-nays, I-absent vote. Mr. Bednarz stated that this item would be before the Council at the December 2, 2003 City Council meeting. -(- Lot Split 1869 157th Lane NW \Ll-( ) - f-- I I - 161STA\J L _ \ /:~ ~ ==3 1 I IJ~ l~ =dfJ~~~ ~=;ffi= Jill II-'m~ - - 11111tElEB- f:::1-;F ~ ~ ~ I- ~ ~ g~ I I r ~'" "/~~1-: ~ r-- \7lh..~ ..u>>^' am E2 ~ ~~ -:::3 ~f--J 1 ~ ~J ~ sJ O~C:; Q\ I ~;~_(l )\ IllillI ~ L-' Ylr:ri- ;.....- ",\-r- ~ - ,r::: ~ \ 11\11 II II I I I I I I ~ / J: = ):::~ '=~ ~ ;=B ~ 811/ I I I I I I IJ ll:::: ~t:L."":; t::: I-'f- c- . tj r- ~ ~~~0~~~ ,_uLJ",j, ~ _~ 1 I ~? ~ ~~g \ 111111\ \ ~ A ~< t~ ~ 161$T AVE I h IE '.'STAVE r- r-- // 1- t::: - ,"- =::i Y;= I \\~~ ~~~~J~ ~ -I T 1 I til ~'" """............. t--- ./ 1- - \ J f...~\.. = =Y).- l;; ~t:= ==11= itJ I~~ II IIIJnLJ ~ II II \ Ik)...lllnt171 ~ Project Location Map N w~, . Andover Planning -7- . I I \ I 1 . I , I' ,. . .... I I . -i, i , . . . -' -r- I I " l~ -' I -L , I '1"- Line parallel with the . I South line SW1/4~SE1/4 --1 Sec. 15- TJ2N-R24W ' ......--..- -- --- \ \ l( ,. LIne parallel with the Sauth line'SW1/4-SE1/4' Sec. 15- TJ2N-R24W t \ . r-- I --'- \ .' ~. . \ , \' " ~ ~ GRAPHIC SCALE / 0 ~O 100 200 ( , 1 I I I '( \ 1 Inch - I \ \ I I" - Line parallel with the I . South line SW1/4~SE1/4 --L Sec. 15- T32N-R24W ---~ -8- r' >( 1 ' See 9' , " ~C) I I \ 903.!: , I , I I -, I I I I , , , I --4 'I I. I I \ \ . .O]~ '\ Fxisting : \ H9Use . \ _, 901.1 , ~ ~ M k M .-- Ie:> ,. e:> - lr) I __ I~ -" I ! I I I , ,. . II II II II I, I \ I I I 'I I I I ~ I; I 01 I ~ I I ' I' I I I I I I!' I' I I I I I I 'I , I' 903.1 I ;=-- . _. ~ -. -:. --:=-1- _------;-~... -WRR..;In'n1....-W--7;..1..('l-AA.9M 901,,,," 902.0 , <90<,_ :"FnIJ Rf..~ j '\ .' j -1- @ / 1685 CROSSTOWN BOULEVARD N.W, . ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members FROM: John Erar, City Administrator SUBJECT: Approve Design-Development\Community Center DATE: Novernber 18,2003 INTRODUCTION The design process for the Andover-YMCA Community Center project has advanced through the design-development stage. At this point in the process, the City Council is requested to approve the design-development stage and authorize the project architects and construction manager to proceed forward with the construction docurnent phase. DISCUSSION .' Council may recall that the project timeline called for the completion of the design-development stage by November 19, 2003. This date has been advanced to November 18 for Council approval. RMA architects will be attending the Council meeting to present a brief overview of the process and present the final design-developrnent elements of the Community Center, with the exception of the aquatic center. Given the YMCA's recent decision to pursue two water slides in the aquatic center, additional time is necessary to complete the architectural detailing associated with these changes. Approval of the design-development stage has the following project implications: · The Construction Manager can establish a highly reliable cost estimate of the project that will be available within 30 days from the Construction Manager. o Finalizes floor plan design for the facility, with the exception of the aquatic center, which is currently being worked on. o Building elevations, including exterior material palettes will be finalized to the degree that construction documents can be generated for bidding the project. · Will allow bid packages for Long-Span Steel Joists and Pre-Cast Wall Panels to be prepared and issued by December 1,2003, which in turn allows the City to "get in line" for advance ordering of these critical building components. This will allow the City to award "shop drawings" to the selected contractor(s) without an obligation for full payment at this point in the process. The advance ordering of these particular materials is also necessary to meet the October 4, 2004 schedule for the Ice Arena opening. With approval of the design-development stage, Council is requested to authorize the architect to begin the construction document stage of the project, which in turn is necessary to bid the full " project out in early 2004. The construction rnanager will also be responsible for developing and / grouping bid packages based upon the final construction documents prepared by the architects. BUDGET IMPACT As of November 4, 2003, the City has expended $148,436.02 for architectural services and $53,770.38 for construction manager services. Total accounting to date, which includes the aforementioned architectural and construction management services, engineering, fiscal advisory and capital campaign consultant services, the City will have spent $310,315.45 on various project services. Looking forward, contractual costs related to the preparation of construction documents by RMA architects is anticipated at $255,672. Construction management costs will also increase based on a time and material basis, along with other supporting consultant fees. At this point, staff time has not been included as a separate project expense. ACTION REQUIRED In order to advance the project in keeping with approved project schedules, the Council is requested to approve design-developrnent as presented, with the exception of the aquatic center and authorize the construction document phase of the project. This is a critical step from both a project schedule and facility development expense standpoint. Cc: Harold Mezile Jr., YMCA President and CEQ Torn LaSalle, LaSalle Group Ted Rozeboom, RMA Architects Craig Kronholm, RJM Construction Victor Pechaty, RMA Architects 5'\NDOVi* (!!) , J 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members FROM: John Erar, City Administrator SUBJECT: Schedule Special EDA Board Meeting DATE: November 18, 2003 INTRODUCTION The Council is requested to schedule a special EDA Board meeting to approve several documents related to the United Properties/Walgreen land sale and retail development proposal. DISCUSSION The agenda for this special meeting will be specifically related to items supporting the transaction between the EDA, United Properties and Walgreen and the upcoming closing. \ I The items for consideration are as following: I. Authorization to convey certain Outlots of Andover Marketplace East to the Andover Station Owners Association. 2. Approval of the maintenance agreement between the EDA, Association and 116LLC. 3. Approval of the Amended and Restated Declaration of Covenants, Conditions and Restrictions for the Andover Station site. 4. Approval of amended articles of incorporation of the Andover Station Owners Association. 5. Authorize the Chairman and Executive Director to sign all necessary documents to complete the platting and transfer of the properties within Andover Marketplace East pursuant to the Option Agreement. Other items may be added to facilitate the development transaction for the new Target Greatland between the EDA and Ryan Companies. Staff and legal counsel have been meeting with representatives frorn United Properties and Ryan Companies to bring these important items to a timely conclusion. Timing for the groundbreaking and major site grading for both Walgreen and Target appears to be early spring 2004. UP is also rnoving forward with purchasing the remaining building pads on the site located on the south end of Quinn Street as well. ACTION REOUIRED Schedule a Special EDA Board meeting for 6:15 p.m. on December 2, 2003. This is a regular Council meeting night. , / Cc: Tom Palmquist, Ryan Companies Keith Ulstad, United Properties @ \ J 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members FROM: John Erar, City Administrator SUBJECT: Schedule Special City Council Workshop - Private Development Proposals DATE: Novernber 18,2003 INTRODUCTION At the November 4, 2003 Council meeting, it was decided to table the Woodland 6th Addition Sketch Plan, with the developer, Woodland Development, agreeing to a 60-day extension. The purpose of this extension was to allow Council the opportunity to gather additional information and discuss planning issues associated with the Rural Reserve area. Council requested that a special workshop be scheduled within the 60-day time frame. / In addition, Scott Wold Development has requested a special meeting to present an alternate site plan associated with Whitetail Ridge. Council may recall that the Planning Commission raised several concerns with the original site plan, and in response the developer is proposing an alternate site layout that includes more compact housing levels and a different type of single- family housing stock for this area. DISCUSSION In discussing these items at ARC, Council may wish to schedule a joint meeting with the Planning Commission to review these two proposed developments as they share a common land development characteristic - they are both currently within the rural reserve. My office has received individual Council member feedback suggesting that such a meeting would be beneficial frorn a number of different perspectives, including strengthening Council communications with the Planning Commission on the rural reserve. In review of the timeline associated with the submittal of the Woodland 6th Addition sketch plan, and a strong desire by the developer of Whitetail Ridge to meet with the Council before they proceed any further with their revised site plan for Whitetail Ridge, the date of Monday, December 15,2003 at 7:00 p.m. is suggested. This workshop date would allow the Council to rnake a decision on Woodland 6th Addition at the December 16,2003 Council meeting and will also allow the developer of Whitetail Ridge some tirne to respond to staff comments regarding their newly revised sketch plan that was presented to ARC on Wednesday, November 12,2003. Planning Commission Chair Dean Daninger and Vice Chair Tirn Kirchoff have been consulted on the proposed date for this meeting and are supportive of a joint meeting with the City Council " to discuss these items. ; ACTION REOUIRED Schedule a Special City Council Workshop on Monday, December 15, 2003 at 7:00 p.m. for a joint meeting with the Andover Planning Commission to discuss and review private development proposals (Woodland 6th Addition Land Swap/Whitetail Ridge New Concept Plan) subrnitted for the rural reserve. Respe~submitted, 1lt~ Cc: Andover Planning Commission J , CITY OF NDOVE @ 1685 CROSSTOWN BOULEVARD N.W. . ANDOVER, MINNESOTA 55304 . (763) 755-5100 FAX (763) 755-8923 . WWW.CI.ANDOVER.MN.US TO: Mayor and Councilmembers John Erar, City Administratof Jim Dickinson, Finance Director CC: FROM: SUBJECT: Youth First Update/Consider Donation DATE: November IS, 2003 INTRODUCTION At the July 15,2003 City Council meeting the Council approved a $2,500 donation to Youth First and deferred a decision on the remaining ($2,500) initial request by Youth First of $5,000 for 2003 until November 2003. DISCUSSION The donation approved by the Council on July 15, 2003 was made out of the 2003 Contingency Fund as directed (minutes attached). The remainder of the donation was to be reviewed by the Council in November based on I available Contingency Fund budget. After reviewing the 2003 Contingency Fund only $2,600 is available for fulfilling a $2,500 donation. Youth First has provided a request for a $5,000 donation in 2004. The proposed 2004 Budget does contemplate making a $5,000 donation. BUDGET IMPACT This donation request was not budgeted for in 2003. Any funding provided through the Contingency Fund would reduce available funding for unforeseen expenses or future budgets. ACTION REQUIRED chment- Regular Andover City Council Meeting Minutes July 15,2003 / Regular Andover City Council Meeting Minutes - July 15, 2003 Page 6 Finance Director Dickinson explained at the May 6, 2003 City Council rneeting, the Council deferred a decision on a request by Youth First to the Council to consider a $5,000 contribution for 2002 and a $5,000 contribution for 2003 until after the 2003 legislative session. The legislative session is cornplete and the Youth First request still stands. Mr. Dickinson introduced Jan Porneroy who discussed the information with the City Council Councilmernber Trude asked about the re-incorporation of the Organization because she thought the Organization expired in December 2002. Ms. Pomeroy stated it is her understanding that the Organization does not becorne void until they receive a letter and she has not received one yet so she assumed it has not expired. Mr. Dickinson stated the Joint Powers Agreement from Anoka County shows what cities are involved. Councilmember Trude stated she thought there is a legal concern because she felt they needed to do this the right way. Mr. Dickinson stated if the Council wished to contribute, they could rnake this a contingency that staff research this and provide the information to the Council at a later date. Ms. Pomeroy rnade a presentation to the City Council regarding Youth First. I Councilmember Trude stated they needed to work on communication between the City and Youth First. She is concerned with going back and approving money for 2002; she would be supportive of getting the joint powers approved and then work on the $5,000 for this year. Ms. Porneroy stated she understood that and she explained Youth First had a problern with their website and they needed to order new supplies because of the problerns and this is costly. Councilrnember Jacobson asked how much rnoney is in the contingency fund. Mr. Dickinson stated that at this point, they have around $10 to $12 thousand with five rnonths to go. City Attorney Hawkins stated he is confused because the Resolution looks like a City of Andover Resolution and then as he read further down, it states "Resolved that the Anoka County Board of Commissioners authorizes..." so he is not sure it applies. He asked if the board has extended the contract beyond December 31, 2002. Ms. Porneroy stated they have as far as she knew. City Attorney Hawkins stated that if this were renewed with the County, the City would need to follow what the County has done and renew their tirne to coincide with what is going on now. Councilmember Orttel asked if Mr. Dickinson does a monthly or daily cornpilation to see how the expenses are running cornpared to the revenue. Mr. Dickinson stated they do and it is monitored on a weekly and monthly basis. The Contingency fund is not part of the department and the rnoney in there is for unforeseen items. , j Mayor Gamache asked if Anoka has met on this. Ms. Pomeroy stated the City of Ramsey donated $5,000 for last year and $5,000 for this year and the City of Anoka has donated $5,000 for last year and they have to go back for the $5,000 for this year and they received their $10,000 frorn the County. \ / Regular Andover City Council Meeting Minutes - July 15, 2003 Page 7 Councilmember Knight suggested they put the decision offuntil the second meeting in November. Councilmember Trude asked if the City's donation was reflected in the budget and would they need to cut back some projects. Mayor Gamache stated they should give $5,000 now and wait until November to consider donating the next $5,000. Councilmember Jacobson stated they should direct staff to check with the joint powers agreement and bring back a Resolution for the Council to approve so they are legal. Councilmember Orttel asked ifthis Organization would be eligible for CDBG funds. Mr. Dickinson stated the request would have to be made to Anoka County and Youth First would request the Council to provide a letter of support in that instance. Motion by Knight, Seconded by Trude, to reconsider the donation of $5,000 for Youth First at the second meeting in November 2003. '. / Councilmember Trude stated at the November meeting staff should bring back a reallocation of budgeted funds to this account based on some activity being under budget. Mayor Gamache stated they should also have a discussion about putting this item in the budget for future years. Mr. Erar stated this agency can request it be placed in the budget and then it can be reviewed. Ms. Pomeroy asked if when she comes back in November, could they ask for funds for 2002-2004. Mayor Gamache stated they would be considering 2002-2003 and Mr. Erar was asking for a letter requesting this item be placed in the budget for future years. Ms. Pomeroy asked if there was any way they could authorize $2,500 now and $2,500 in November. Councilmember Knight stated he could amend his motion if there was sympathy for it. Councilmember Trude stated she would withdraw her motion. Councilmember Jacobson stated they still need a Resolution in order to give the donation. Motion by Trude, Seconded by Knight to donate $2,500 to Youth First from the contingency fund after they approve the joint powers resolution continuing their involvement in the organization and review the remainder of the contribution for this year in November for 2003. Motion carried unanimously. DATE November 18. 2003 ITEMS GIVEN TO THE CITY COUNCIL >- FYI - E-Mail from residents regarding Round Lake >- The Connection >- 11 x17 Final Plat Drawing/Andover Marketplace East >- Traffic Study for Andover Community Center Or'tg\.MY PLEASE ADDRESS THESE ITEMS AT THIS MEETING OR PUT THEM ON THE NEXT AGENDA. THANK YOU. G:IDATAISTAFF\RHONDAAIAGENDAICC L1ST.doc <-0-11 J Dave Berkowitz From: Sent: To: Subject: RandyJSmasal [rjsmasal@ties.k12.mn.us] Friday, November 14, 2003 12:50 AM Dave Berkowitz Water Stucture Hello David, First of all, thank you for having those stakes put out so we could really see what we are talking about with the water levels. Also, thank you for taking the time to meet with John Loehlein (my neighbor) and myself. David, will you please pass this lettter on to the city council and keep me involved in the discussion. When is the next city council meeting? Although we see the need to solve the Round Lake water problem, we are very concerned with the proposed plan in the drainage and utility easement between our properties. We would like to go on record stating that we do not approve of the plan the city has proposed for that area. We both understand that this is an easement for drainage and utility, but we strongly feel that there are many items that have been overlooked by this plan. All property descriptions state that this area is a "Drainage and Utility Easement." Can this automatically be used by the city to build a dam and retain water? Just a question. Let's look at this scenario in a step by step fashion. The barrier gets installed. Water levels begin to rise to a height of about 3 feet below the road's surface. The road will now act as the dam. The class 5 under the road will be permanently saturated with water. The water level will surpass the height of the beaver dam by a minimum of two feet. About 100 trees will be flooded and will die. The beavers will utilize this huge new resource, begin to cut the trees they can now access and plug any leaking areas, which would now be the culvert itself. This could produce an ongoing flooding problem. Is it really a good idea to use Eldorado Blvd. as a water Dam? We are also concerned about the amount of backflow this increase in water height will have in the park. During the spring of 2003 we received many heavy rains. The Beaver Dam always supported that water even when it was nearing the top. While running on the asphalt trail last spring in Kelsey Round Lake Park I noticed that the water level had risen to within 2 inches of the pavement. This occurred near the culvert that passes under the trail. Now suppose that the water level is pushed to even greater heights. I am confident that the water level will make this trail unusable if it rises to the height proposed. The Asphalt path itself will be under water. Has the effect on the park been thoroughly explored? It nearly flooded last spring. It seems that this water structure would make the park inaccessible. Other neighbors confirmed my observations. How will the city deal with this problem? Be prepared. The last two months there has been no flow of water out of the beaver dam. The creek has been dry, as it is now. If the creek is dry during part of the year, how effective can this solution be? I am sure there will be water there in the spring, but that will only last a few months. This is not a permanent solution to raising the Round Lake Water levels nor is it a realistic expectation that it will even help. The Beaver dam has not always been there. It was created 4 years ago and has been enlarging ever since. Meanwhile, the lake levels in Round Lake have been dropping. So, one could ask the question, is this really going to help Round Lake? In actuality, it appears that there is an inverse relationship between the water level in the easement and the water level in Round Lake. When I moved to 4051 153rd Lane 5 years 1 ago the easement contained a small creek and Round Lake levels were higher. Now that there is a major beaver dam there that retains a great deal of water, Round Lake water levels have been going down. Why is this occurring? Can anyone answer this one? Finally, we are greatly concerned about the steep banks that will be created by this barrier. Being the father of two young children, the slope of the proposed water retainment area is extremely steep in some areas. This seems like a very unnecessary danger to any person standing near the edge of this pool of water. An example of this steep slope is present where the culvert from the settling pond enters into the easement. Three feet in from the edge, the water depth would be four to five feet. This cannot meet engineering specifications. Surely the city council would not approve of a plan to make a water holding pool with dangerously steep slopes. Again, the Round Lake water levels are a great concern to this community. However, the decision to install a permanent cement water barrier in the easement by Eldorado Blvd. does not make sense. Using the road as a Dam and raising the water level to these heights will have cascading effects. Many, many trees will be lost, the park will be in jeopardy, dangerous slopes will be created and the lake level will continue to go down. Something bigger has to be affecting the water levels in Round Lake. Why are the levels of this lake recently dropping even when surrounding lakes are rising or are at normal levels. Why is this occurring even while the easement has been filling up with water over the past four years. Please use our tax dollars effectively and find the real cause to the Round lake water level mystery. 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WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members FROM: John Erar, City Administrator SUBJECT: Supplemental Agenda Items for November 18, 2003 Council Meeting DATE: November 18, 2003 The City Council is requested to review the supplemental material for the following Agenda Items: Accept Chanl!:e under Approval of Minutes Item 1. - Approval of Minutes (Supplemental) - Clerk Accept Additional Information under Consent Items Item 12a. - Accept Petition/Order Feasibility ReportJ03-36/Constance Free Church/WM (Supplemental) - Engineering CITY OF ANDOVER 1685 CROSSTOWN BOULEVARD N.W.. ANDOVER, MINNESOTA 55304. (763) 755-5100 FAX (763) 755-8923. WWW.C1.ANDOVER.MN.US TO: Mayor and Councilmembers CC: John Erar, City AdministratoWi Vicki Volk, City Clerk FROM: SUBJECT: Approval of Minutes - Supplemental DATE: November 18,2003 INTRODUCTION The minutes for the November 5th and 6th Council workshops have not been transcribed as yet. They will be on the December 2, 2003 agenda for approval. ACTION REOUIRED Remove approval of the November 5,2003 and November 6, 2003 from tonight's agenda. Respectfully submitted, {LL- U<-!b Vicki Volk City Clerk (!) C~;J 1685 CROSSTOWN BOULEVARD N.W.." ANDOVER, MINNESOTA 55304 " (763) 755-5100 FAX (763) 755-8923 " WWW.CI.ANDOVER.MN.US TO: Mayor and Council Members CC: John Erar, City Administrato~ltv FROM: David D. Berkowitz, City Engineer SUBJECT: Accept Petition/Order Feasibility Report/03-36/Constance Free ChurchlWM (Supplemental) - Engineering DATE: November 18,2003 INTRODUCTION The City has received a petition from Constance Free Church requesting the improvement of watermain (see attached petition), Project 03-36, DISCUSSION After extensive discussion with Constance Free Church, an agreement has been reached on the financing concerns the church had regarding water service. See the attached petition and financing agreement. Water service will meet the fire sprinkling requirements and water needs of the church. BUDGET IMP ACT The cost of the improvement would be assessed to the property owner over a 12 year period. See attached petition/letter from Pastor Barber. ACTION REQUIRED The City Council is requested to approve the resolution declaring adequacy of petition and ordering preparation of a feasibility report for the improvement of watermain for Project 03-36, Constance Free Church. Respectfully submitted, David D. Berkowitz Q~0.\ Attachments: Resolution & PetitionlLetter cc: Jim Barber, Constance Free Church, 16150 Crosstown Boulevard NW, Andover CITY OF ANDOVER COUNTY OF ANOKA STATE OF MINNESOTA RES. NO. MOTION by Councilmember to adopt the following: A RESOLUTION DECLARING ADEQUACY OF PETITION AND ORDERING PREPARATION OF A FEASIBILITY REPORT FOR THE IMPROVEMENT OF WATERMAIN ,PROJECT NO. 03-36, IN THE AREA OF CONSTANCE FREE CHURCH. WHEREAS, the City Council has received a petition, dated November 14. 2003 requesting the construction of improvements; and WHEREAS, such petition has been validated to represent the signatures of 100% of the affected property owners requesting such improvement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Andover that 1. The petition is hereby declared to be 100% of owners of property affected, thereby making the petition unanimous. 2. Escrow amount for feasibility report is 0 3. The proposed improvement is hereby referred to the City Enqineer and he is instructed to provide the City Council with a feasibility report. MOTION seconded by Councilmember City Council at a reqular meeting this 18th Councilmembers and adopted by the day of November , 2003, with voting in favor of the resolution, and Councilmembers against, whereupon said resolution was declared passed. voting CITY OF ANDOVER ATTEST: Michael R. Gamache - Mayor Victoria Volk - City Clerk Consjance . (763) 434-?995 . Fax (763) 434-8080 16150 Crosstown Blvd. t-IW.. Andover, MN 55304 . www.constancefree.org 03 <3(0 November 14, 2003 David Berkowitz City Engineer City of Andover , 1685 Crosstown Blvd. NW Andover, MN 55304 RECEIVED -, HOV I .tf IDJ3 " CITY OF ANDOVER Dear David: After a number of conversations with John Erar and Jim Dickinson this week, Constance' Free Church has decided to petition for city water. It is my understl!nding that this will be on "the city council agenda on November 18, 2003. ' , , " Based on my communication with the City Administrator and Finance Director, we are petitioning for city water provided that all of the fofIpwing are the understanding between Constancl? and the City of Andover: . " 1, Constance,will make a down payment o~$25,000.00 for access to city water. 2. 'The cost of both sewer 'access and water access wilI be amortized over a 12 year .period, using 5% interest. Note that this is a change from our prior agreement that the ,cost of sewer access would be amortized over 8 years. ' ' 3. Regarding the cost of access for both sewer and water, Constance will make monthly. payments, interest only for the first. 24 months. Following that, Constance will make interest payments and in addition will also make principal payments of $5000.00 in year 3, $8000,00 in year4, and $10,000.00 in year 5. Following that, principal and interest payments. will follow the 12-year amortization s'chedule based ori'remainmg principal owed at theeild of year 5. See amortization and payment scheduled attached as prepared by the City Finance Director. 4. There wilI be no penalty for earlier principal payments than those dis~ssed i~ point threC? above and the entire principal may be paid at any time. , . . . 5. The final cost of water access remains to be determined. Currently it is estimated at $109,372.80. 6. Constance will us; city water for sprinkler fire control, and potable watet'for drinking, sinks and toilets. ~<~O~g .t~~ Page 2 7. City water wiil not be used for lawn irrigation. Our well will remain operational and be used for lawn irrigation. 8. Constance will not be required to install afire hydrant loop system surrounding the building, during. the current. Phase 3 construction. At the time of'future building expansion, and when we would be required to come forward for a new Special Use. Permit, at'that time we will; plan to install a loop hydrant systeIl!in cooperation with. the City Fire Department. If you have any questio~s about the above p.lease contact me or the City Finance Director. , A~ ., -- Loan Amount: $ 114,828.68 No. of Payments: 84 Interest Rate: 5.00% Payments Per Year: 12 Payment Amount: $1,622.98 (starling wI payment #61) Fixed Payment Schedule $192,360.52 $54,531.84 Beginning Ending Total Balance Payment Principal Interest Balance Payment Principal Interest 1 137,828.68 574.29 574.29 137,828.68 2 137,828.68 574.29 574.29 137,828.68 3 137,828.68 574.29 574.29 137,828.68 4 137,828.68 574.29 574.29 137,828.68 5 137,828.68 574.29 574.29 137,828.68 6 137,828.68 574.29 574.29 137,828.68 7 137,828.68 574.29 574.29 137,828.68 8 137,828.68 574.29 574.29 137,828.68 9 137,828.68 574.29 574.29 137,828.68 10 137,828.68 574.29 574.29 137,828.68 11 137,828.68 574.29 574.29 137,828.68 12 137,828.68 574.29 574.29 137,828.68 $6,891.48 6,891.48 13 137,828.68 574.29 574.29 137,828.68 14 137,828.68 574.29 574.29 137,828.68 15 137,828.68 574.29 574.29 137,828.68 16 137,828.68 574.29 574.29 137,828.68 17 137,828.68 574.29 574.29 137,828.68 18 137,828.68 574.29 574.29 137,828.68 19 137,828.68 574.29 574.29 137,828.68 20 137,828.68 574.29 574.29 137,828.68 21 137,828.68 574.29 574.29 137,828.68 22 137,828.68 574.29 574.29 137,828.68 23 137,828.68 574.29 574.29 137,828.68 24 137,828.68 574.29 574.29 137,828.68 $6,891.48 6,891.48 25 137,828.68 990.96 416.67 574.29 137,412.01 26 137,412.01 989.22 416.67 572.55 136,995.34 27 136,995.34 987.48 416.67 570.81 136,578.67 28 136,578.67 985.75 416.67 569.08 136,162.00 29 136,162.00 984.01 416.67 567.34 135,745.33 30 135,745.33 982.28 416.67 565.61 135,328.66 31 135,328.66 980.54 416.67 563.87 134,911.99 32 134,911.99 978.80 416.67 562.13 134,495.32 33 134,495.32 977.06 416.66 560.40 134,078.66 34 134,078.66 975.32 416.66 558.66 133,662.00 35 133,662.00 973.59 416.66 556.93 133,245.34 36 133,245.34 971.85 416.66 555.19 132,828.68 $11,776.86 5,000.00 6,776.86 37 132,828.68 1,220.12 666.67 553.45 132,162.01 38 132,162.01 1,217.35 666.67 550.68 131,495.34 39 131,495.34 1,214.57 666.67 547.90 130,828.67 40 130,828.67 1,211.79 666.67 545.12 130,162.00 41 130,162.00 1,209.01 666.67 542.34 129,495.33 42 129,495.33 1,206.23 666.67 539.56 128,828.66 43 128,828.66 1,203.46 666.67 536.79 128,161.99 44 128,161.99 1,200.68 666.67 534.01 127,495.32 45 127,495.32 1,197.89 666.66 531.23 126,828.66 46 126,828.66 1,195.11 666.66 528.45 126,162.00 47 126,162.00 1,192.33 666.66 525.67 125,495.34 48 125,495.34 1,189.56 666.66 522.90 124,828.68 $14,458.10 8,000.00 6,458.10 49 124,828.68 1,353.45 833.33 520.12 123,995.35 50 123,995.35 1,349.98 833.33 516.65 123,162.02 51 123,162.02 1,346.51 833.33 513.18 122,328.69 52 122,328.69 1,343.03 833.33 509.70 121,495.36 53 121,495.36 1,339.56 833.33 506.23 120,662.03 54 120,662.03 1,336.09 833.33 502.76 119,828.70 55 119,828.70 1,332.62 833.33 499.29 118,995.37 56 118,995.37 1,329.14 833.33 495.81 118,162.04 57 118,162.04 1,325.68 833.34 492.34 117,328.70 58 117,328.70 1,322.21 833.34 488.87 116,495.36 59 116,495.36 1,318.74 833.34 485.40 115,662.02 60 115,662.02 1,315.27 833.34 481.93 114,828.68 $16,012.28 10,000.00 6,012.28 61 114,828.68 1,622.98 1,144.53 478.45 113,684.15 62 113,684.15 1,622.98 1,149.30 473.68 112,534.85 63 112,534.85 1,622.98 1,154.08 468.90 111,380.77 64 111,380.77 1,622.98 1,158.89 464.09 110,221.88 65 110,221.88 1,622.98 1,163.72 459.26 109,058.16 66 109,058.16 1,622.98 1,168.57 454.41 107,889.59 67 107,889.59 1,622.98 1,173.44 449.54 106,716.15 68 106,716.15 1,622.98 1,178.33 444.65 105,537.82 69 105,537.82 1,622.98 1,183.24 439.74 104,354.58 70 104,354.58 1,622.98 1,188.17 434.81 103,166.41 71 103,166.41 1,622.98 1,193.12 429.86 101,973.29 72 101,973.29 1,622.98 1,198.09 424.89 100,775.20 $19,475.76 14,053.48 5,422.28 73 100,775.20 1,622.98 1,203.08 419.90 99,572.12 74 99,572.12 1,622.98 1,208.10 414.88 98,364.02 75 98,364.02 1,622.98 1,213.13 409.85 97,150.89 76 97,150.89 1,622.98 1,218.18 404.80 95,932.71 77 95,932.71 1,622.98 1,223.26 399.72 94,709.45 78 94,709.45 1,622.98 1,228.36 394.62 93,481.09 79 93,481.09 1,622.98 1,233.48 389.50 92,247.61 80 92,247.61 1,622.98 1,238.61 384.37 91,009.00 81 91,009.00 1,622.98 1,243.78 379.20 89,765.22 82 89,765.22 1,622.98 1,248.96 374.02 88,516.26 83 88,516.26 1,622.98 1,254.16 368.82 87,262.10 84 87,262.10 1,622.98 1,259.39 363.59 86,002.71 $19,475.76 14,772.49 4,703.27 85 86,002.71 1,622.98 1,264.64 358.34 84,738.07 86 84,738.07 1,622.98 1,269.90 353.08 83,468.17 87 83,468.17 1,622.98 1,275.20 347.78 82,192.97 88 82,192.97 1,622.98 1,280.51 342.47 80,912.46 89 80,912.46 1,622.98 1,285.84 337,14 79,626.62 90 79,626.62 1,622.98 1,291.20 331.78 78,335.42 91 78,335.42 1,622.98 1,296.58 326.40 77 ,038.84 92 77,038.84 1,622.98 1,301.98 321.00 75,736.86 93 75,736.86 1,622.98 1,307.41 315.57 74,429.45 94 74,429.45 1,622.98 1,312.86 310.12 73,116.59 95 73,116.59 1,622.98 1,318.33 304.65 71,798.26 96 71,798.26 1,622.98 1,323.82 299.16 70,474.44 $19,475.76 15,528.27 3,947.49 97 70,474.44 1,622.98 1,329.34 293.64 69,145.10 98 69,145.10 1,622.98 1,334.88 288.10 67,810.22 99 67,810.22 1,622.98 1,340.44 282.54 66,469.78 100 66,469.78 1,622.98 1,346.02 276.96 65,123.76 101 65,123.76 1,622.98 1,351.63 271.35 63,772.13 102 63,772.13 1,622.98 1,357.26 265.72 62,414.87 103 62,414.87 1,622.98 1,362.92 260.06 61,051.95 104 61,051.95 1,622.98 1,368.60 254.38 59,683.35 105 59,683.35 1,622.98 1,374.30 248.68 58,309.05 106 58,309.05 1,622.98 1,380.03 242.95 56,929.02 107 56,929.02 1,622.98 1,385.78 237.20 55,543.24 108 55,543.24 1,622.98 1,391.55 231.43 54,151.69 $19,475.76 16,322.75 3,153.01 109 54,151.69 1,622.98 1,397.35 225.63 52,754.34 110 52,754.34 1,622.98 1,403.17 219.81 51,351.17 111 51,351.17 1,622.98 1,409.02 213.96 49,942.15 112 49,942.15 1,622.98 1,414.89 208.09 48,527.26 113 48,527.26 1,622.98 1,420.78 202.20 47,106.48 114 47,106.48 1,622.98 1,426.70 196.28 45,679.78 115 45,679.78 1,622.98 1,432.65 190.33 44,247.13 116 44,247.13 1,622.98 1,438.62 184.36 42,808.51 117 42,808.51 1,622.98 1,444.61 178.37 41,363.90 118 41,363.90 1,622.98 1,450.63 172.35 39,913.27 119 39,913.27 1,622.98 1,456.67 166.31 38,456.60 120 38,456.60 1,622.98 1,462.74 160.24 36,993.86 $19,475.76 17,157.83 2,317.93 121 36,993.86 1,622.98 1,468.84 154.14 35,525.02 122 35,525.02 1,622.98 1,474.96 148.02 34,050.06 123 34,050.06 1,622.98 1,481.10 141.88 32,568.96 124 32,568.96 1,622.98 1,487.28 135.70 31,081.68 125 31,081.68 1,622.98 1,493.47 129.51 29,588.21 126 29,588.21 1,622.98 1,499.70 123.28 28,088.51 127 28,088.51 1,622.98 1,505.94 117.04 26,582.57 128 26,582.57 1,622.98 1,512.22 110.76 25,070.35 129 25,070.35 1,622.98 1,518.52 104.46 23,551.83 130 23,551.83 1,622.98 1,524.85 98.13 22,026.98 131 22,026.98 1,622.98 1,531.20 91.78 20,495.78 132 20,495.78 1,622.98 1,537.58 85.40 18,958.20 $19,475.76 18,035.66 1,440.10 133 18,958.20 1,622.98 1,543.99 78.99 17,414.21 134 17,414.21 1,622.98 1,550.42 72.56 15,863.79 135 15,863.79 1,622.98 1,556.88 66.10 14,306.91 136 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