Loading...
HomeMy WebLinkAbout1994 (2) • r TAUTGES, REDPATH & CO., LTD. PvEL G.=:f 3uh'aN;S December 22, 1994 3 _z;;,„4- !'. z 22 , To the Honorable Mayor and Members of the City Council City of Oak Park Heights 14168 N 57th St Stillwater, MN 55082 RE: CITY-WIDE STREET RECONSTRUCTION PROGRAM Pursuant to your request, I have updated the City's overall financial plan for the City's Street Reconstruction Program. In conjunction therewith, I have discussed this overall plan with the City Engineer, City Attorney, City Planner,City Fiscal Consultant and City Administration. PROJECT DEFINITION The City-Wide Street Reconstruction Program is a street rehabilitation program for all of the older streets within the City. The City Engineer has identified 9.16 miles of streets (approximately 60% of all City streets)in need of rehabilitation and/or reconstruction. These streets have been summarized into the following sub-areas for planning purposes: t AREA DESCRIPTION y"V ��y` c` 5 ` A • South of State Highway 36 and `� 7 y west of Osgood Avenue y w�' • South of State Highway 36 and IY y ' east of Osgood Avenue U 1 C • North of State Highway 36 and west of Osgood Avenue Oa • North of State Highway 36 and east of Osgood Avenue 00 E • Lower Oak Park Heights O S S �o�1 i �- (�/c - rt cTb M o'Z DlU � cz �rz u2 a 9,,,20z0 cf3 o : pr n__�.• - „ ^')a_7nnn • FAY/c12 -Enna • Mamher of HI R International To the Honorable Mayor and Members of the City Council City of Oak Park Heights Page 2 The City Engineer's Comprehensive Street Plan dated September, 1993 plus other data provided by the City Engineer identifies three major areas of construction costs as follows: Description Amount Street Reconstruction $3,463,480 Storm Sewer Extensions 566,200 Utility Repairs 170,000 a 6^ (?$r te-sue 37k-A Projected Total Costs (Excluding Bridge Area) $4,199,680 As indicated by the above amounts, this program represents a maior, major project for the City of Oak Park Heights. Accordingly, this program will not be accomplished as one project. Instead, this program is expected to be a multi-phase and multi-year program. This first phase (approximately $1.6 million) is expected to be done in1221, The remaining phases have yet to be scheduled but are anticipated to be done in 1997, 1999 and 2001. CITY COUNCIL OPTIONS STREET RECONSTRUCTION COSTS: The City Engineer's cost estimates for street reconstruction costs is as follows: Special City Area Assessments Portion Total A $792,150 $562,250 $1,354,400 B & C 204,280 106,800 311,080 D 504,000 576,000 1,080,000 E-Bridge Area 190,000 217,000 407,000 E-Other 335,000 383,000 718,000 Sub-totals 2,025,430 1,845,050 3,870,480 Delete Bridge Area -190,000 -217,000 -407,000 Totals- Net $1,835,430 $1,628,050 $3,463,480 To the Honorable Mayor and Members of the City Council City of Oak Park Heights Page 3 Street reconstruction in Area E includes estimated construction costs totalling$407,000 which HZ not be required if the State takes this area for the proposed bridge and interchange. Accordingly,we Arc not projecting the expenditure nor financing of these costs. The City Engineer's report recommends that only a portion(approximately 53%).of the,street reconstruction costs be assessed,ssed, This recommendation is partially the result of his estimate of the maximum level of assessments feasible in a reconstruction and re-assessment situation. The magnitude of this project is such that City bonding will be required. Such bonding will provide the monies to finance 100% of the above construction costs. Special assessments will be used to retire a portion of such bonding. The City portion of construction costs (plus bond issuance costs and bond interest)will be financed by future City tax levies. Juran Moody, Inc. has computed preliminary projected City tax levies to finance the City portion of the above street reconstruction costs. Based upon a series of four 10-year bond issues such projected tax levies are as follows: Percent of 1994/95 Annual Total City Area Years Amount Tax Levy A 1996 - 2005 $85,500 6.6% B &C 1998 - 2007 15,500 1.2% ' D 2000 - 2009 84,100 6.4% E 2002- 2011 55,400 4.3% r r Total $240,500 18.5% See later comments and recommendations relating to the use of reserve balances to "buy- down" some of the above tax levies. To the Honorable Mayor and Members of the City Council City of Oak Park Heights Page 4 STORM SEWER EXTENSIONS/UTILITY SYSTEM REPAIRS: The City Engineer's cost estimates for storm sewer extensions and utility system repairs are as follows: Storm Utility System Area Exlr,i sron Repairs" A $261,20077 $30,000 B &C 25,000 0 D 140,000 70,000 E- Bridge Area 0 0 E-Other 140,000 70,000 Totals $566,200 r =$170,000 The City Engineer's report has recommended that the above costs ngt ke Assessed. This recommendation is partially the result of his estimate of_the maximuar.level of assessments feasible- in a reconstruction/re-assessment situation. The City has mil primary options for the financing of the above costs: 1. Debt service tax levies (as part of a bond issue(s)). 2. Existing reserve balances: r• Closed Bond Fund r■ Utility Reserves: • Operating Fund • Renewal/Replacement Fund 55 q(2, r• "City T.I.F." u+ "Lost T.I.F." The street reconstruction portion of this overall program will require a major level of tax levy support. Accordingly,the City Council has heretofore decided against increasing tax levies to finance the storm sewer extensions and utility system repairs portion of this program. Therefore, existing reserve balances will have to be committed for such financing. To the Honorable Mayor and Members of the City Council City of Oak Park Heights Page 5 The City does have uncommitted reserve balance totalling approximately$580,000 in its / Renewal/Replacement Fun&tat December 31, 199A The City Council could appropnatea portion of such balance to finance the utility system repairs portion of this program as follows: Area Year Amount A 1995 $30,000 B &C 1997 0 D 1999 70,000 E 2001 70,000 Q a $170,00(Actin"-"d ,� r,_ ,Cem1 4- The City does have uncommitted reserve balance related to tax increment financing as follows: s Sh,,, Description "City T.I.F." "Lost T.I.F." Balance on hand@ 12/'31/93 $18,000 $28,000 Estimated 1994 66,100 14,400 Estimated 1995 61.70Q 13,400 , Sub-totals $145,800 355,$60 ' Estimated 1996 $57,100 $12,700 Estimated 1997 52,200 11,600 Estimated 1998 47,000 . 10,400 Sub-totals $156,300 $34,700 Totals $302,100 '4 $90,500 • The City has one Tax Increment Financing(T.LF.) District- the St. Croix Mall. The City has { ' appropriated 60% of the annual T.I.F.revenues to the property owners. The remaining 40% "City T.I.F." has been partially(1991 - 1993 revenues)appropriated to finance a street re- A ' alignment project at 58th Street and Osgood Avenue. The remaining"City T.I.F." (1994- 1998 revenues) has not yet been appropriated. The City Council could appropriate$145,800 of such "City T.LF."to partially finance the 1995 storm sewer extensions-construction costs as detailed herein. To the Honorable Mayor and Members of the City Council City of Oak Park Heights Page 6 "Lost T.I.F." represents increased T.I.F. revenue caused by increasing tax rates. Such monies are returned to the City,County, and School District (annually) rather than to the T.I.F. District. The City has heretofore designated its portion of such monies for City-wide street reconstruction purposes. The City Council could appropriate$55,800 of such "Lost T.I.F." to partially finance the 1995 storm sewer extensions construction costs as detailed herein. The City does have uncommitted reserve balance in its Closed Bono Fund totalling approximately$1,000,000 at December 31, 1994. A si nt =;$350,000)is expected to be appropriated(permanentl__y oflemp_orarily)for the proposed 58th Street The City Council could appropriate a portion of the remaining balance to partially finance the remaining portion of storm sewer extension construction costs. The following schedule summarizes the required appropriations to finance storm sewer extensions as detailed herein. Closed Bond "City "Lost Area Year Fund T.I.F." T.I.F." Total A 1995 $59,600 $145,800 $55,800 $261,200 B &C 1997 25,000 25,000 D 1999 140,000 140,000 E 2001 140,000 140,000 Totals $364,600 $145,800 $55,800 $566,200 t 4_5 To the Honorable Mayor and Members of the City Council City of Oak Park Heights Page 7 _ uA.4 : The City-Wide Street Reconstruction Program is the second largest capital/construction program undertaken by the City over the past two decades. Full implementation of this program (by the early part of the 21st Century) will require substantial tax levy financing. However, the effect of such tax levies (to the property owners)can be limited by prudent planning. The accompanying Exhibits A through D are attached to illustrate such recommended planning. Exhibit A presents (in tabulated format) the overall financial plan for the financing of this program. Exhibit B presents the annual tax levy requirements just to finance the City portion of the street reconstruction costs. Such City portion ($1,628,050 of construction costs) will require /8 additional City tax levies totalling$2,410,000... This difference is the result of bond issuance costs and bondirtteeest(over 10 years) as shown in Exhibit B. .i I `f 7 0 4, > Q ;� }, L-..n C c S t- Exhibit C presents an additional plan to enable the City to limit the effects of such tax levies as follows: '- 1. Existing debt levies will expire in 1995/96($35,000)and 1999/00$25,000). The expiration of such levies will help to limit the increased levies needed for this street reconstruction program. 2. The City will have unappropriated T.I.F.revenues by 1998 totalling approximately $191,000. These monies can be appropriated to reduce tax el vy increases in the years 2000 through 2005 as shown in Exhibit C. 3. Annual tax levies can be adjusted(as shown in Exhibit C) to limit tax levy increases to 5.0% in 1996 and 4.9% in 2000 with no other increases as shown in Exhibit C. Exhibit D presents the effect of a 5% City tax levy increase (over 1994/95) for both homestead and commercial property at various market values. To the Honorable Mayor and Members of the City Council City of Oak Park Heights Page 8 CONCLUSION The City-Wide Street Reconstruction Program(including storm sewer extensions and utility system repairs) is the second largest capital/construction program undertaken by the City over the past two decades. The City Council has been contemplating this program for the past several years. This Report represents an overall financial plan for the financing of this program over the next seventeen years. Most of the elements of this recommended plan have been discussed with the City Council at various meetings. However, this plan has not yet been formally adopted/approved by the City Council. Key elements of this fmancial plan are summarized as follows: 1. Concurrence with the City Engineer's recommendation of limiting special assessments to approximately 53% of street reconstruction costs only with none of the storm sewer nor utility repairs being assessed. 2. Concurrence with the City Engineer's recommended timetable for the phasing-in of this program (i.e. 1995, 1997, 1999 and 2001). 3. Concurrence with the recommended financing of the storm sewer extensions and utility repair costs by appropriating existing/projected reserved balances as follows: Closed Bond "City "Lost Utility Area Year Fund T.I.F." T.I.F." Reserves Total A 1995 $59,600 $145,800 $55,800 $30,000 $291,200 B &C 1997 25,000 0 25,000 D 1999 140,000 70,000 210,000 E 2001 140,000 70,000 210,000 Totals $364,600 $145,800 $55,800 $170,000 $736,200 4. Concurrence with the recommended financing of the City portion of street reconstruction by future debt service tax levies as estimated in Exhibit C attached hereto. To the Honorable Mayor and Members of the City Council City of Oak Park Heights Page 9 5. Concurrence with the recommended appropriation of future "City T.I.F." and "Lost T.I.F."to "buy down" future debt service tax levies as shown in Exhibit C attached hereto. Should the City Council approve the first phase of this Street Reconstruction Program, it should adopt/approve this overall financing plan. I will be available to discuss the contents of this Report with the City Council at the scheduled public hearing for this project in January, 1995. Respectfully, TAUTGES, REDPATH & CO., LTD. Robert J. Voto, CPA RJV/lad c: LaVonne Wilson Michael Robertson Judy Holst Joe Anderlik Mark Vierling Dan Wilson CITY OF OAK PARK HEIGHTS • STREET RECONSTRUCTION PROGRAM EXIBIT A OVERALL CONSTRUCTION COSTS STREET RECONSTRUCTION ONLY STORM UTILITY TOTAL CITY SPECIAL SEWER SYSTEM CONSTR. AREA PORTION ASSESS. TOTAL EXTENSIONS REPAIRS COSTS A 562,250 792,150 1,354,400 261,200 30,000 1,645,600 B & C 106,800 204,280 311,080 25,000 0 336,080 D 576,000 504,000 1,080,000 140,000 70,000 1,290,000 E-BRIDGE AREA 217,000 190,000 407,000 0 0 407,000 E-OTHER 383,000 335,000 718,000 140,000 70,000 928,000 SUB-TOTALS 1,845,050 2,025,430 3,870,480 566,200 170,000 4,606,680 DELETE-BRIDGE AREA -217,000 -190,000 -407,000 0 0 -407,000 TOTALS-NET 1,628,050 1,835,430 3,463,480 566,200 170,000 4,199,680 NOTE: THE BRIDGE AREA IS ANTICIPATED TO BE DELETED BY FUTURE STATE/MNDOT CONSTRUCTION AND IS NOT INCLUDED IN THESE FINANCING PROJECTIONS. OVERALL FINANCING PLAN DESRIPTION YEAR AMOUNT TOTAL STREET RECONSTRUCTION: 'SPECIAL ASSESSMENTS 10 YEARS 1,835,430 'BONDING/ TAX LEVY 10 YEARS 1,628,050 3,463,480 TOTAL STORM SEWER EXTENSIONS: "CITY T.I.F." 1995 145,800 "LOST T.I.F." 1995 55,800 'CLOSED BOND FUND RESERVES 1995 59,600 1997 25,000 1999 140,000 2001 140,000 566,200 UTILITY SYSTEM REPAIRS: UTILITY RESERVED BALANCES 1995 30,000 1999 70,000 2001 70,000 170,000 TOTAL PROJECTED FINANCING 4,199,680 UTILIZATION OF ADDITIONAL "CITY T.L F." AND "LOST T.L F." IN THE AMOUNTS OF S 156,300 AND $34,700 RESPECTIVELY TO "BUY-DOWN" TAX LEVY INCREASES FOR THE YEARS 2000-2005 RESULTING FROM THIS PROGRAM. TR Co 12/21/94 2:21 PM Page 1 TXLVYXX.XLS CITY OF OAK PARK HEIGHTS ' STREET RECONSTRUCTION PROGRAM EXIBIT B BONDING/ TAX LEVY FINANCING-CITY PORTION OF STREET RECONSTRUCTION CITY/TAX LEVY PORTION ONL Y AREA , AREA AREA AREA DESCRIPTION A B&C ' i D E / TOTALS CONST*JXTION TIMING-YEAR 1 995, ` 1997 ( 1999 200! 111 CONSTRUCTION COSTS-PER ENGINEER 562,250 106,800 576,000 383,000 1,628,050 FINANCING COSTS INCLUDED ® 5% 0 -4,108 -22,154 -14,731 -40,993 NET CONSTUCTION COSTS 562,250 102,692 553,846 368,269 1,587,057 FINANCING COSTS PER JURAN&MOODY: CAPITALIZED INTEREST 33,807 6,176 33,241 21,911 95,135 UNDERWRITERS DISCOUNT 11,9% 2,156 11,760 7,742 33,614 BOND ISSUANCE COSTS ( INCLUDED ABOVE ) 0 0 0 0 0 RONDING/OTHER 1,987 -1,024 1,153 -2,922 -806 BOND ISSUES @ PAR 610,000 110,000 600,000 395,000 , 1,715,000 BOND INTEREST 240,912 47,127 236,614 157,064 . 681,717 CAPITALIZED INTEREST -33,807 -6,176 -33,241 -21,911 - -95,135 OTHER/ ROUNDING -2,960 -3,499 -2,542 -2,661 -11,662 STATUTORY 5%RESERVE 40,855 7,548 40,169 26,308 115,080 TOTAL TAX LEVY REQUIREMENTS 855,000 155,000 841,000 554,000 2,405,000 ANNUAL TAX LEVIES-10 YEARS 85,500 15,500 84,100 55,400 240,500 STREET RECONSTRUCTION TAX LEVIES %INCREASE OVER AREA AREA AREA AREA 1994/1995 TAX LEVY YEAR A B&C D E TOTAL GROSS NET 1994/95 0 0 1995/96-1` 85,500_ 85,500 6.0% 6.6% 1996/97 85,500 0 85,500 6.0% 6.6% (1997/9j) 85,500 15,500 101,000 7.1% 7.8% - , 71998/99 85,500 15,500 0 101,000 '7.1% 7.8% • ts, Y- 1999/00-- 85,500 15,500 84,100 185,100 12.9% 14.3% /01 85,500 15,500 84,100 0 185,100 12.9% 14.3% 001 85,500 15,500 84,100 55,400 240,500 16.8% 18.5% 2002/03 85,500 15,500 84,100 55,400 240,500 16.8% 18.5% 2003/04 85,500 15,500 84,100 55,400 240,500 16.8% 18.5% 2004/05 85,500 15,500 84,100 55,400 240,500 16.8% 18.5% 2005/06 15,500 84,100 55,400 155,000 10.8% 11.9% 2006/07 15,500 84,100 55,400 155,000 10.8% 11.9% 2007/08 84,100 55,400 139,500 9.7% 10.7% 2008/09 84,100 55,400 139,500 9.7% 10.7% 2009/10 55,400 55,400 3.9% 4.3% 2010/11 55,400 55,400 3.9% 4.3% 2011/12 0 0 TOTALS 855,000 155,000 841,000 554,000 2,405,000 TR Co 12/21/94 2:21 PM Page 2 TXLVYXX.XLS CITY OF OAK PARK HEIGHTS , MINNESOTA STREET RECONSTRUCTION PROGRAM TAX LEVY EFFECT-1995/96 EXHIBIT D REVISED PROJECTED TAX RATES: 1994/95 1995/96 CHANGE % CITY 23.717 24.894 1.177 5.0% COUNTY 30.468 30.468 0.000 0.0% SCHOOL 66.766 66.766 0.000 0.0% OTHER 5.813 5.813 0.000 0.0% TOTAL 126.764 127.941 1.177 0.9% HOMESTEAD-02,900 MARKET VALUE 00,000 MARKET VALUE REVISED PROJECTED REVISED PROJECTED PROPERTY TAXES: 1994/95 1995/96 CHANGE % 1994/95 1995/96 CHANGE % CITY 171 179 i 8. 5.0% 304 319 , 10% COUNTY 219 219 0 0.0•/. 390 390 0 • °0.0% SCHOOL 481 481 0 0.0% 855 855 0 0.0% OTHER 42 42 0 0.0% 74 74 0 0.0% TOTAL 913 921 8 0.9% 1,623 1,638 15 0.9% HOMESTEAD-S1314081P 1 ARKET VALUE HOMESTEAD-115000 MARKET VALUE REVISED PROJECTED REVISED PROJECTED PROPERTY TAXES: 1994/95 1995/96 CHANGE % 1994/95 1995/96 CHANGE % CITY 422 443 #21 5.0% 541 568 f k 3 ' 5.0% COUNTY 542 542 0 0.0% 695 695 0 0.0% SCHOOL 1,188 1,188 0 0.0% 1,522 1,522 0 0.0% OTHER 103 103 0 0.0% 133 133 0 0.0% TOTAL 2,256 2,277 21 0.9% 2,890 2,917 27 0.9% COMMERCIAL-$125,000 MARKET VALUE COMMERCIAL-3150,000 MARKET VALUE REVISED PROJECTED REVISED PROJECTED PROPERTY TAXES: 1994/95 1995/96 CHANGE % 1994/95 1995196 CHANGE % CITY 984 1,033 49 5.0% 1,257 1,319 62 5.0% COUNTY 1,264 1,264 0 0.0% 1,615 1,615 0 0.0% SCHOOL 2,771 2,771 0 0.0% 3,539 3,539 0 0.0% OTHER 241 241 0 0.0% 308 308 0 0.0% TOTAL 5,261 5,310 49 0.9• 6,718 6,781 62 0.9% COMMERCIAL-31,000,000 MARKET VALUE UTILITY-31,000,000 MARKET VALUE REVISED PROJECTED REVISED PROJECTED PROPERTY TAXES: 1994/95 1995/96 CHANGE % 1994/95 1995/96 CHANGE % CITY 10,530 11,053 523 5.0% 10,910 11,451 541 5.0% COUNTY 13,528 13,528 0 0.0% 14,015 14,015 0 0.0% SCHOOL 29,644 29,644 0 0.0% 30,712 30,712 0 0.0% OTHER 2,581 2,581 0 0.0% 2,674 2,674 0 0.0% TOTAL 56,283 56,806 523 0.9% 58,311 58,853 541 0.9% TR Co 12/21/94 2:21 PM Page 1 TXLVY96A.XLS • CITY OF OAK PARK HEIGHTS STREET RECONSTRUCTION PROGRAM EXIBIT C BONDING/TAX LEVY FINANCING-STREET RECONSTRUCTION-WITH "BUY-DOWN" OPTIONS OPTIONS AVAILABLE TO "BUY-DOWN" THE ABOVE TAX LEVIES: "CITY "LOST DESCRIPTION T.L F." T.L F." BALANCE ON HAND @ 12/31/93 18,000 28,000 ESTIMATED 1994 66,100 14,400 ESTIMATED 1995 61,700 13,400 ESTIMATED 1996 57,100 12,700 ESTIMATED 1997 52,200 11,600 ESTIMATED 1998 47,000 10,400 SUB-TOTALS 302,100 90,500 LESS: AMOUNTS USED DIRECTLY FOR CONSTRUCTION COSTS ( 1993-1995 ) -145,800 -55,800 BALANCE AVAILABLE FOR " BUY-DOWN " 156,300 34,700 EXISTING ADDL. " BUY-DOWN " WITH ADJUST. ANNUAL DEBT DEBT CITY "LOST" ANNUAL ANNUAL CHANGE YEAR LEVIES LEVIES T.L F. T.I.F. ADJUST. LEVIES CHANGE NET LEVY 1994/95 60,000 0 60,000 1995/96 25,000 85,500 14,500 125,000 65,000 5.0% 1996/97 25,000 85,500 14,500 125,000 0 0.0% 1997/98 25,000 101,000 -1,000 125,000 0 0.0". 1998/99 25,000 101,000 -1,000 125,000 0 0.0% 1999/00 25,000 185,100 -20,000 190,100 65,100 5.0•/. 2000/01 0 185,100 5,000 190,100 0 0.0% 2001/02 240,500 -28,050 -14,700 -8,000 189,750 -350 0.0% 2002/03 240,500 -42,750 4,000 189,750 0 0.0% 2003/04 240,500 -42,750 -8,000 189,750 0 0.0'/. 2004/05 240,500 -42,750 -8,000 189,750 0 0.0% 2005/06 155,000 155,000 -34,750 -2.7% 2006/07 155,000 155,000 0 0.0•/. 2007/08 139,500 139,500 -15,500 -1.2% 2008/09 139,500 139,500 0 0.0% 2009/10 55,400 55,400 -84,100 -6.5% 2010/11 55,400 55,400 0 0.0'/. 2011/12 0 -55,400 -4.3% TOTALS 185,000 2,405,000 -156,300 -34,700 0 2,399,000 NOTES: THE PRELIMINARY PROJECTED TAX LEVY FOR 1994/1995 INCLUDES $35,000 FOR THIS CITY PROGRAM WHICH WILL NOT BE LEVIED AFTER 199411995. CITY TAX LEVY WILL DECREASE BY $25,000 AFTER 1999/2000 WITH THE FULL RETIREMENT OF THE CITY'S STORM SEWER BONDS; REPRESENTING 1.7%/ 1.9% OF THE PROPOSED 1994/1995 CITY TAX LEVY. TR Co 12/21/94 2:21 PM Palle 3 TXLVYXXXIS ■ . ,L u 0' ark eights _FL_ minnesota Report for 1994 STREET PROGRAM Ago A- Street and Storm Sewer Improvemenio Oak Park Heights, Minnesota January 1994 File No. 55113 IABonestroo Rosene InE Anderlik & Associates Engineers & Architects St.Paul • Milwaukee •;/5----Ce 0 oVQI -a"' 1; Z a __________ AAAOAN:2&K-C' d ■y ® � ..-, ,,3 -s \- ,,, , c —, .=..i , '1 1 ..________ ce V -,. OSGOOD AVE. _ o. Rd. 67 N \ pjf..... \40 i / 7 - 0 R --� z ; •is-�J OMAR AVE. N 1 . s M N 1- , c cli ID , , f OMAHA AVE. H i Z . OLENE AVE. N ■ 11 i , ato (,_„11 : ` te 1 ,N...J, .,r r-.- :rumen liSommo LO ' • INDA AVE. t 'P ' 1 z ■ z i � I Kz ' OLDFIELD I i � 1 1.2. ;v o I n AVE. N OLDFIELD AVE. N le) . (r) t-Ve2 ■ oio \--_____ _ - I _ , N\ '''\ O'BRIEN AVE. N 250 500 �.__— i Scale in feet PCI Bonestroo PAVEMENT CONDITION INDEX lc') • Rosene IN Anderlik b OAK PARK HEIGHTS, MINNESOTA FIGURE 5 Associates 1994 STREET PROGRAM K:\55\55113\55113F04 JANUARY 1994 COMM. 55113 . Otto G.Bonestroo,PE. Howard A.Sanford.PE. Michael P.Rau,P.E. Mark D.Wallis.P.E. Robert W.Rosene,P.E' Keith A.Gordon.P.E. Philip J.Pyne.P.E. Miles B.Jensen,P.E. Bonestroo Joseph C.Anderlik,PE. Robert R.Pfefferle.PE. Agnes M.Ring.A.I.C.P L.Phillip Gravel III PE. Rosene Marvin L.Sorvala,P.E. Richard W Foster,P.E. Thomas W.Peterson.P.E. Karen L.Wiemeri,PE. Richard E.Turner,P.E. David O.Loskota,PE. Michael C.Lynch.RE. Gary D.Kristofitz.P.E. MU: Glenn R.Cook.PE. Robert C.Russek.ALA. James R.Maland,PE. F.Todd Foster,P.E. Anderlik & Thomas E.Noyes,P.E. Jerry A.Bourdon,P.E. Jerry D.Pertzsch,P.E. Keith R.Yapp,P.E. Robert G.Schunicht.PE. Mark A.Hanson,P.E. Kenneth P.Anderson,PE. Douglas J.Benoit.P.E. Associates Susan M.Eberlin,CPA. Michael T Raurmann,PE. Mark R.Rolls,P.E. Shawn D Gustafson,P.E. *Senior Consultant Ted K.Field,P.E. Mark A.Seib.PE. Cecilio Olivier.P.E. Thomas R.Anderson,A.I.A. Gary W Morten,PE. Charles A.Erickson Engineers & Architects Donald C.Burgardt,PE. Daniel J.Edgerton,P.E. Leo M.Pawelsky Thomas E.Angus,P.E. Allan Rick Schmidt,PE. Harlan M.Olson Ismael Martinez.PE. Philip J.Caswell,PE. James F Engelhardt January 3, 1994 Honorable Mayor and City Council City of Oak Park Heights P. O. Box 2007 Oak Park Heights, Minnesota 55082 Re: 1994 Street Resurfacing Program Storm Sewer and Street Improvements Our File No. 55113 Dear Mayor and Council Members: Attached is our report for the 1994 Street Resurfacing Program. The report is the result of the Comprehensive Street Plan prepared last fall. This report discusses the proposed stoi—in , a,7d street improvements and presents cost estimates for these improvements. Also included are the estimated assessment rates and a list of properties proposed to be assessed. We will be pleased to meet with the Council and other interested parties to discuss this report at a mutually convenient time. Respectfully submitted, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. Mark-A. Hanson, P.E. MAH:kf I hereby certify that this report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. Li/&4t,(11,4, ( Josegh C. Anderlik, P.E. 55113 Date: January 3, 1994 Reg. No. 6971 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 Table of Contents Letter of Transmittal 1 Table of Contents 2 Scope 3 Figure No. 1 - Location Plan 4 Feasibility and Recommendation 5 Street Evaluation 5 Discussion 7 Street 7 Storm Sewer 7 Sanitary Sewer and Water Main 8 Driveway Reconstruction 8 Easement and Permits 8 Area to be Included 9 Cost Estimate 10 Assessments 11 Revenue 14 Project Schedule 15 Appendix A - Results of Street Evaluation Appendix B - Area to be Assessed Appendix C - Preliminary Cost Estimate Appendix D - Sample Assessment Calculations Figures 2-3 Proposed Street Improvements Figure 4 Proposed Storm Sewer Improvements Figure 5 Pavement Condition Index Figures 6-7 Area to be Assessed Oak Park Heights - 1994 Street Resurfacing Program 2 . . Scope This project provides for the resurfacing/reconstruction of 3.2 miles of residential streets in the southwest portion of the City (see Figure No. 1). The proposed construction includes new concrete curb and gutter, street resurfacing, street reconstruction, and storm sewer improvements. Details are shown on Figures 2 through 4 at the back of this report. This project is the result of the 1993 Comprehensive Street Report which examined the surface condition and subsurface strength of each street in the project. The surface evaluation determined the Pavement Condition Index (PCI) which ranks each street based on its condition. The subsurface strength evaluation determines a recommended structural improvements for a given axle loading based on a load applied to the existing street. The 1993 Comprehensive Street Report addressed the needs for rehabilitating the older streets in the City. This project is the first of five recommended street resurfacing projects for Oak Park Heights. All streets included under this project are streets which presently do not have concrete curb and gutter. New concrete curb and gutter will be installed as part of this project. The new concrete curb and gutter will improve drainage characteristics and prolong the life of the newly reconstructed streets. Y"`J'' Also included in this project are storm sewer improvements to collect drainage and reduce the amount of drainage carried in the gutter. These improvements consist of extending existing storm sewers to intersections where no drainage collection presently exists. Preparation of this report was authorized by the City Council on November 22, 1993 with Resolution #93-11-43. Oak Park Heights - 1994 Street Resurfacing Program 3 . / 1 1 i <2. 61st Cl 61st I ST. N C 1 1 \'AA ST. CT. ,.. 60th ST. N • C=: - STATE T.H. 36 -„,' ■N I . - ..., z z < z L.,3 •,.• < 'Is , -, m t .:. \ < a 1, z ;'. ,,, w co ___I ‘, • —I z 17„; 0 i.., ' 0 z -6 < -'„ \ 1- - —.1.,„„ \ ',' , __ •-„.„ \ z ° --i .-- it' 57th cc 0 58th ST. N ST. N. Lij I i i ....--1 b a..z.: 56th ST ::.•>: < ,• z , • ,, o . N ,, 1.: 1--1 ----577kh ST. N. 56th Sr. N. z ; 1 n <,,,, ..,,,,,--q < ...,, • ,•:•''' cq- ,,,,, ---. 1 e , OLDFIELD t'r c' •:-^ ST. N 0 '4..-'4,,-P•'',;,..Ns,,,k01.%''.,"::',,,, • .,,..,,•■•;k,'":::*WX*..",\',,,M,,S1P, ;*,,,,,•> ,,,.., L I I COURT ; .1. ( ( (Th P—) /----) , 56th ST. N. t , ._____ ‘,„„ .,..,1t,-,-•„:t ,_____I I I ) )i i ''s::''4,T*4*,..,:akiALUTOP ' 55th ; 1 \---' ST. N. H. '31 ' ; \ i .,„.„ „ ■ T-------\! t '''A fl 1 ! 11 1 0 ',:).=-•.•\''' ' ..! I 1 I I - z , N i w I 1 Z 1 Ld N 81 ,7 ::: •i 0 ,, 1 0 \ 0 / %i<K6SZIUMM.V...441001%*A.50ROS.A.X...121. 0 300 600 ..,,„ ',"4, ','''''''' 6■ !1■ ■i 11 ' e'. V;• ...1tAle . leek LOCATION PLAN (Project Location ww,,,,,,, ,,,,,,‘, - - - ,..:4„..bivic.,4.--... „*.g Bones troo ) Rosene Anderlik b OAK PARK HEIGHTS, MINNESOTA FIGURE 1 11 Associates 1994 STREET PROGRAM K:\55\55113\55113F07 JANUARY 1994 COMM. 55113 Feasibility and Recommendation This project is feasible from an engineering standpoint and is in accordance with the Comprehensive Street Plan for the City of Oak Park Heights. The project can best be carried out as one contract. The contract will include 3.2 miles of residential streets and related utility improvements. Street Evaluation Streets recommended for resurfacing and reconstruction are shown on Figure No. 2 located at the back of this report. Appendix A and Figure No. 5, also located at the back of this report, summarize the results of the earlier Pavement Strength and Surface Evaluation Studies completed for the Comprehensive Street Plan. Three items are considered in determining the condition of Pi existing street: • Street age — 2v err S J oc4 Lze .a .Q±s 16 2 Sf J4-- • Structural strength (recommended structural overlay thickness) ( Q,.v`. tP1 �rinS • Surface Evaluation (PCI Ranking) In accordance with engineering standards, the recommended life of a street is 20 years, based on the anticipated life of the materials (aggregate base, bituminous, and concrete) used to build that street. However, many factors contribute to whether a street will function adequately beyond or less than a 20 year period. In the case of this project, the age of each street exceeds 16 years while many of the streets exceed 25 years. The desired minimum structural strength of a local street is 7 ton while a commercial collector street is 9 ton. As presented in Appendix A, a majority of the r Pts evah,'.*.edl require area repair or a bituminous overlay to meet the required axle loading. The recommended improvements are based on the subgrade condition and existing street section Effective Granular Equivalence (EGE). The desired granular equivalence for Oak Park Heights - 1994 Street Resurfacing Program 5 a residential street is approximately 14 to 17. As noted in Appendix A, many of the EGE are below 17. In areas where t e GE s below 14, some subgrade correction work will be necessary to improve the subgrade strength. The final and most important consideration in evaluating an existing street is the condition of its existing surface. The Pavement Condition Index (PCI) ranks the condition of each street surface. Figure No. 5 at the back of this report presents the PCI ratings for the streets in this project. Table 1 presents general categories to define PCI Rankings. Table 1 - General Categories to Define PCI Rankings PCI Condition of Street Maintenance 55-100 Good to Very Good Routine Crack Seal and Seal Coat 35-55 1 Fair Major Repair Patch & Overlay 0-35 Very Poor Overall Repair (Reconstruction) In general, rCLzukings below 35 require removal of the existing bituminous pavement before constructing a new bituminous surface. The existing aggregate base may also have to be reconstructed (subgrade correction). PcI rankings between 35 and 55 require bituminous surface removal or major patching before constructing a bituminous overlay. PCLraek*gsr,-er-„55 t pically do not require bituminous overlays and generally J routine maintenance such as patching, crack sealing, and seal coats are cost effective. As noted in Appendix A, and on Figure 5, many of the PCI rankings are below 55, while some of the PCI rankings are below 35. Based on the PCI rankings for each street included in the project area, and the fact that new concrete curb and gutter is proposed, total removal of the existing bituminous is recommended. Some streets will require removal of the existing aggregate base and subgrade improvements as well. Oak Park Heights - 1994 Street Resurfacing Program . Discussion Streets All street resurfacing and reconstruction proposed under this project will be where no concrete curb and gutter presently exists. New concrete curb and gutter will be placed as part of the project. To effectively resurface these streets, a number of surface preparation steps must be taken prior to placement of the new concrete curb and gutter. Surface preparation includes the removal or milling of the existing bituminous surface. Subgrade correction (removal and reconstruction of the existing aggregate base and some subgrade) is required where the existing street section has failed. It is estimated that 35 to 40 percent of the existing streets will require some subgrade correction work. Upon completing the concrete curb and gutter placement for each street, a new 3" thick bituminous surface will be constructed. Included in the paving process is the adjustment of manholes and gate valves to the finished surface elevation. Finally, all necessary sodding and restoration is completed to restore the area to its original condition. Proposed street improvements are shown on Figures 2 and 3 at the back of this report. Storm Sewer Included as part of the 1994 Street Resurfacing Program are storm sewer improvements as shown on the attached Figure No. 4. The storm sewer improvements include extensions to the existing storm sewer system to improve street drainage and provide greater inlet capacity. It is recommended the storm sewer be constructed at this time to to eliminate the need to disturb the street surface in the future and to prolong the life of the street. It is also recommended that the upstream drainage area from the end of the storm sewer system be no larger than 5 acres. As part of the public notice process, the City may want to ask residents to state if they have sump pumps and where they r:- -*!y divch ,1.-bY it is hoped that the storm sewer extensions can reduce the number of sump pumps discharging to the sanitary sewers. Oak Park Heights - 1994 Street Resurfacing Program 7 Sanitary Sewer and Water Main Miscellaneous sanitary sewer and water main repairs and replacements are included as part of this project. During the design phase, the City should consider televising the sanitary sewer in the project area to determine if any major repairs are necessary. For the purposes of this report, we have estimated the amount of water and sewer repairs typically required for this type of project. Further review of these items will be completed during the final design for the project. Driveway Reconstruction Due to the new concrete curb and gutter construction, driveway and boulevard restoration is required. Driveway restoration will include reconstructing the lower portion of the existing driveway to match the new concrete curb and gutter. Any disturbed portion of existing driveways will be reconstructed of the same material to an equal or better condition. Easements and Permits The proposed construction will be completed within existing right-of-way and easements. In areas where narrow or questionable right-of-ways exist, construction will be limited to replacing the roadway to its existing width. Therefore, we assume that no additional right-of-way or easements will be necessary. A permit from Mn/DOT will be required for the storm sewer between Oldfield Avenue and Olene Avenue along the T.H. 36 service road. Oak Park Heights- 1994 Street Resurfacing Program 8 Area to be Included The area to be included for assessment purposes is listed in Appendix B and shown on Figure 6, located at the back of this report. Figure 7 presents a detail of the assessment area near Olinda and Olene Avenues. Properties in this area must be notified for the ro'ect hearings. P J III Oak Park Heights - 1994 Street Resurfacing Program 9 Cost Estimate A detailed cost estimate is presented in Appendix C. A summary of these costs is shown in Table 2 below: Table 2 - 1994 Streets Cost Summary S�lD� 7,300 Street Resurfacing/Reconstruction $894,600 5 0 Concrete Curb and Gutter ;, ,, 17Co��& '459,80 e: ;�'','►l1 �`„�f 1� '�i -- Storm Sewer Extension ;0;6 /1,060 261,200 2.) Sanitary Sewer and Water Main r °G15 30,000 Total $1,645,600 The total estimated project cost is $1,645,600 and includes contingencies and all related overhead. Overhead costs are estimated at 25% and include legal, engineering, administration, and bond interest. The estimated costs for sanitary sewer and water main are based on previous experience with similar projects. Oak Park Heights - 1994 Street Resurfacing Program 10 Assessments Assessments are proposed to be levied against the abutting benefited property. Assessment rates o f r street resurfacing/reconstructing proposed t g/reconstructin g are p p osed o be levied based on the rate classifications shown below: Assessment Rate Classifications Residential Curb (75% of total curb cost) Commercial/Industrial Curb (75% of total curb cost) Residential Street (50% of total street costs) Commercial/Industrial Street (50% of total street costs) Assessment rates will be determined based on the actual final project costs. Estimated assessment rates in this report are based on the cost estiamtes in Appendix C. Residential property will be assessed on a unit (per lot) basis. Multiple residential will be assessed 0.6 of a residential unit for each multiple unit. Commercial/Industrial property will be assessed on a front foot basis. The assessable footage is determined in accordance with the Oak Park Heights Comprehensive Street Plan. After reviewing this project, it was determined to assess each lot an equal share of the project costs (on a per lot basis). Assessments are separated as "concrete curb and gutter" and "street resurfacing" to reflect different City participation for these two items. It is assumed, for purposes of this report, that storm sewer extensions and sanitary sewer/water main repairs will not be assessed. The front foot rates are based on a total assessable footage of 24,870 feet. Assessable footages for commercial and City property are shown on Figures 6 and 7. The estimated assessment rates for the 1994 Street Resurfacing Program are presented ., :'able 3 below. Assessment rates presented herein will be revised based on final project costs. Oak Park Heights - 1994 Street Resurfacing Program 11 Table 3 - 1994 Street Resurfacing Assessment Rates Commercial/Industrial Assessment Residential Rate Rate Concrete Curb/Gutter $1,146.92 per unit $13.87/FF Street Resurfacing $1,498.13 per unit $17.99/FF Total $2,645.05 per unit $31.86/FF Based on the estimated assessment rate for concrete curb/gutter and street resurfacing, the approximate assessment to residential property is as follows: Assessment/Lot Concrete Curb and Gutter $1,146.92 Street Resurfacing L49R13 Total $2,645.05 Assuming an interest rate of 7% and a 10 year assessment period, the annual assessment payment for a residential property would be as follows: Assessment - $2,645 Principal Interest Per Year Per Month- \ ■ 1st Year $265 $185 $450 $38 10th Year 265 19 284 24 Table 4 below lists the assessable footages for commercial property and the net residential equivalent units for multiple residential property. Oak Park Heights- 1994 Street Resurfacing Program 12 Table 4 - Commercial and Multiple Properties Property Assessable Footage or Number of Equivalent Units RLS70 TRACT A (City Hall) 194.96 ft. PID 60004-3700 (Oak Park Plaza) 120.0 ft. PID 61339-2000 (NAPA Bldg.) 380.0 ft. PID 60004-4000 (Rouston GMC) 300.0 ft. PID 60004-4200 (VFW Property) 75.0 ft. St. Croix Mall PUD Lot 8 175.25 ft. St. Croix Mall PUD Lot 9 319.20 ft. St. Croix Mall PUD Lot 10 66.0 ft. Total 1630.41 ft. PID 61343-2650 (5886 Olinda) 2.4 equivalent units PID 60004-3400 (5887-89 Olinda) 1.2 equivalent units PID 60004-3550 (5880-86 Olene) 1.2 equivalent units PID 61343-2550 (14386 58th St.) 2.4 equivalent units PID 61343-2765 (5802 Olene) 0.6 equivalent units PID 61343-2762 (5804 Olene) 0.6 equivalent units PID 61343-2759 (5806 Olene) 0.6 equivalent units PID 61343-2761 (5808 Olene) 0.6 equivalent units PID 61343-2760 (5810 Olene) 0.6 equivalent units PID 61343-2763 (5812 Olene) 0.6 equivalent units PID 61343-2750 (5814 Olene) 0.6 equivalent units PID 61343-2755 (5816 Olene) 0.6 equivalent units A detailed ile calculation of the estimated assessment rates is presented in Appendix D at the back of this report. Oak Park Heights- 1994 Street Resurfacing Program 13 Revenue A summary of revenue sources is listed in Table 5 below: Table 5 - Revenue Sources Project Cost Revenue Net Curb and gutter $459,800 $227,196 (Assmts) ($232,604) Street Resurfacing 894,600 443,793 (Assmts) (450,807) Storm Exts. and 261,200 0 (261,200) Drainage Impr. Sanitary Sewer and 30,000 0 (30,000) Water Main Driveway Reconstruction 0 0 0 Totals $1,645,600 $670,989 ($974,611) The anticipated project deficit is $974,611 which includes $261,200 for storm sewer extensions, $30,000 for sanitary sewer/water main, $450,807 for streets, and $232,604 for concrete curb/gutter improvements. Oak Park Heights - 1994 Street Resurfacing Program 14 Schedule Project Schedule Present Feasibility Report January 24, 1994 Public Hearing February 14, 1994 Approve Plans and Specifications March 28, 1994 Award Contract April 25, 1994 Begin Construction May 9, 1994 Substantial Completion August 5, 1994 Construction Completion September 17, 1994 Assessment Hearing October 10, 1994 Oak Park Heights- 1994 Street Resurfacing Program 15 -- - - - V0 CD a °„3 a .$-■ 1.4 i crj.. o a 'a a s a c. c, n. a o. a a o. .,r 6) 6) 6 6) 6) 6) > > 6) 6) 6) Cal rx a x a:4 * x x O x * )O * a c4 x \ cC cC cd cC cC cC C:4 CZ cC CZ . _ `s 'p •••• O\ N O\ CT C' 00 O\ N CT CT 00 CT 00 N 101 CT 01 2'v to O• •.p t` '.? .-+ t- ,O c,:-.1 00 N D O l� N N b •� = -r .- N O--4 V-- O-- O-� N N N- O M N ,-.1 M N et -ti - Il g .b O vii O .4 Q 6) .1d. * N a) y p N M M a0 W o 0, 6`3 c° F. .0 ' O bq t co N N 00 M M N O M ON O O tQ N r' C o.• . N vi s N N N N N s ,� •_, ,_., s ..O V7 N TJ U G v N 4 , L CZ Ct) O CZ CD aJ U a .�C 3 Ts`,+>,- to y U w a) iii O C C 40 C , O I N 04r 0 o Q C C y y U (�. O 'O p O b U w > > - W U L (7.) o Q p .L O... Z c c W ++ °' o .F. • w a) �> n n Cl)cn cn vO O .b o ' > > o . o v-3 * t • � cn 5 .r a, ,CS , Q < - > > 0 0 o Q o 0 0 s0 V) c4 g 4 Wj o 6 o a) 0) v C4 ct t. x H i v c i APPENDIX B PROPOSED ASSESSMENT AREA 1994 STREET RESURFACING PROJECT OAK PARK HEIGHTS, MINNESOTA PARCEL DESCRIPTION Platted Parcels Alberts Addition Swager Bros. 6th Addition Block 1 Lots 1-9 Block 1 Lots 1-14 Block 2 Lots 1-8 Block 2 Lots 1-18 Block 3 Lots 1-12 Swager Bros. Addition Block 1 Lots 1-7 Swager Bros. 7th Addition Block 2 Lots 1-6 Block i Lots 1-5 Block 2 Lots 1-5 Swager Bros. 2nd Addition Block 3 Lots 1-9 Block 1 Lots 1-5 Block 4 Lots 1-4 Block 2 Lots 1-19 Swager Bros. 8th Addition Swager Bros. 3rd Addition Lots 1-4 Block 1 Lots 1-12 Block 2 Lots 1-2 Brekke's Garden Hills Block 3 Lots 1-7 Block 1 Lots 1-21 Block 4 Lots 1-5 Block 2 Lots 1-10 Block 3 Lots 1-6 Swager Bros. 4th Addition Block 1 Lots 1-7 Brekke Heights Block 2 Lots 1-7 Block 1 Lots 1-7 ��,, ,S Block 2 Lots 1-6 Swager Bras. 5th Additions Block 1 Lots 1-12 St. Croix Mall P.U.D. Block 2 Lots 1-7 Block 1 Lots 7, 8, 9, 10 Block 3 Lots 1-7 Oak Park Heights - 1994 Street Resurfacing Program B-1 Registered Land Survey (R.L.S.) N 1 Section 4 T 29 R 20 R.L.S. No. 19 Tract A, B, C, D, F, G, H, I, J R.L.S. No. 53 Tract A, B, C, E, G, H, I, J R.L.S. No. 70 Tract A R.L.S. No. 76 Tract A, B, C, D, E, F, G, H, I, J, K, L, M Unplatted Parcels North '/ Section 4 T 29 R 20 Parcel 2900 Parcel 3400, 3410, 3450, 3550, 3600, 3650, 3700, 3750, 3800, 3850, 3950, 4000, 4200 Oak Park Heights - 1994 Street Resurfacing Program B-2 APPENDIX C PRELIMINARY COST ESTIMATE 1994 STREET RESURFACING PROJECT OAK PARK HEIGHTS, MINNESOTA A. Street 1 LS Traffic control @ $5,000.00/Is $ 5000.00 63,000 SY Remove/mill bituminous pavement @ $1.50/sy 94,500.00 100 LF Remove existing concrete curb & gutter @ $2.00/1f 200.00 64,000 SY Aggregate base preparation @ $2.00/sy 128,000.00 16,000 SY Cl. 5 aggregate base, 100% crushed limestone (with excavation) @ $9.00/tn 144,000.00 5,300 TN Type 31 bituminous wear course @ $23.00/tn 121,900.00 5,300 TN Type 41 bituminous wear course @ $24.50/tn 129,850.00 4,800 GL Bituminous material for tack coat @ $1.00/g1 4,800.00 40 EA Adjust GV structures @ $130.00/ea 5,200.00 115 EA Adjust manhole or catch basin @ $300.00/ea 34,500.00 500 SY Sod with topsoil @ $2.25/sy 1,125.00 2,000 LF 4" PE drain pipe @ $6.00/lf 12,000.00 Total $681,600.00 + 5% Contingency 34,100.00 $715,700.00 + 25% Legal, Engrg., Admin., & Bond Int. 178,900.00 Total Street Resurfacing $894,600.00 B. Concrete Curb and Gutter 35,000 LF Concrete curb & gutter @ $6.00/1f $210,000.00 13,500 SY Sod with topsoil @ $2.25/sy 30,375.00 220 EA Driveway Repairs @ $500.00/ea 110,000.00 Total $350,375.00 + 5% Contingency 17,525.00 $367.900.00 + 25% Legal, Engrg. Admin. &. Bond Int. 91,900.00 Total Concrete Curb and Gutter $459,800.00 Oak Park Heights- 1994 Street Resurfacing Program C_1 APPENDIX C (CONI'D) C. Storm Sewer Extensions & Drainage Improvements 200 LF 12" RC pipe with bedding in place @ $18.00/if $ 3,600.00 3,500 LF 15" RC pipe with bedding in place @ $20.00/If 70,000.00 1,450 LF 18" RC pipe with bedding in place @ $23.00/if 33,350.00 28 EA Standard CB w/casting @ $900.00/ea 25,200.00 14 EA Standard MH w/casting @ $1,000.00/ea 14,000.00 13 EA Reconstruct catch basin @ $300.00/ea 3,900.00 5 EA Connect to existing structure @ $745.00/ea 3,725.00 500 LF 4" PE perforated drain pipe @ $6.00/1f 3,000.00 3,900 TN Cl. 5 aggregate base w/excavation @ $9.00/tn 35,100.00 500 SY Sod with 3" topsoil @ $2.25/sy 1,125.00 2,000 SY Wood fiber blanket w/seed @ $3.00/sy 6,000.00 Total $199,000.00 + 5% Contingency 9,950.00 $208,950.00 +25% Legal, Engrg., Admin., & Bcnnd Int, 52,250.00 Total Storm Sewer Ext. & Drainage Impr. $261,200.00 D. Sanitary Sewer and Water Main 2 EA Hydrant with connection @ $3,200.00/ea $ 6,400.00 2 EA Valve replacement @ $1,725.00/ea 3,450.00 400 LF 8" PVC sewer pipe @ $22.50/If 9,000.00 2 EA Sanitary sewer dig ups @ $2,000.00/ea 4,000.00 Total $22,850.00 + 5% Contingency 1,150.00 $24,000.00 + 25% Legal, Engrg., Admin., & Bond Int. 6,000.00 Total Sanitary Sewer & Water Main $30,000.00 Estimated Project Totals A. Street $894,600.00 B. Concrete Curb/Gutter 459,800.00 C. Storm Sewer and Drainage 261,200.00 D. Sanitary Sewer & Water Main 30,000.00 Total $1,645,600.00 Oak Park Heights - 1994 Street Resurfacing Program C_2 APPENDIX D SAMPLE ASSESSMENT CALCULATIONS The assessment rates for this report are based on the estimated costs contained herein. The final rates will be determined based on actual final costs. The calculations below can be followed when determining the final costs. I. Front Foot Rates for Commercial Property The front foot rates are determined by dividing the total project costs by the assessable front footage. Street: $894,600 ± 24,870 feet = $35.97/ft (Total) Assessment Rate is 50% of total: 0.50 * $35.97 = $17.99/ft. Concrete Curb: $459,800 _ 24,870 feet = $18.49/ft (Total) Assessment Rate is 75% of total: 0.75 * $18.49 = $13.87/ft. There are a total of 1,630.41 assessable feet of commercial property. The total proposed assessments from commercial property (including the City Hall site) is: Street: 1,630.41 * $17.99 = $29,331.07 Curb: 1,630.41 * $13.87 = $22,613.79 Oak Park Heights - 1994 Street Resurfacing Program D-1 II. Per Unit Rates for Residential Property The per unit assessment rates are determined by dividing the total project costs, less the portion attributed to commercial property, by the total number of net residential units. The estimated net total project costs are: Street: $894,600 - 58,646 (commercial amount) = $835,954 Curb: $459,800 - 33,146 (commercial amount) = $426,654 There are a total of 279 net assessable units in the project. Therefore, the proposed unit rates are: Street: $835,954 ± 279 units = $2,996.25 (Total) Assessment Rate is 50% of total: 0.50 * $2,996.25 = $1,498.13 per unit Curb: $420,654 - 279 units = $1,529.23 (Total) Assessment rate is 75% of total: 0.75 * $1,529.23 = $1,146.92 per unit Oak Park Heights- 1994 Street Resurfacing Program D-2 CL NEW CONCRETE Variable Variable CURB & GUTTER Remove Exis Bituminous Curing b 002'/ft 002 ft Ufa.',y _t •`F ".0 d k'_Y -__-- - __.-__._._-.___. ___-_..___. __. -.. sir 1 1/2" Type 41 Bituminous Wear Course 1 1/2" Type 31 Bituminous Base Course 8" Existing Aggregate Base REMOVE OR MILL Ex. BITUMINOUS SURFACE, CONSTRUCT NEW BITUMINOUS SURFACE OVER EXISTING GRAVEL BASE CL NEW CONCRETE Variable Variable CURB & GUTTER Remove Existing /—Bituminous Curb k 0.02'/ft. 0.02'/ft. z `z, �xt"'0. i ,�, .mG.<... 1 1/2 f> Type 41 Bituminous Wear Course 1 1/2" Type 31 Bituminous Base Course 8" Aggregate Base Ccurse REMOVE EXIST. BIT. AND GRAVEL SURFACE CONSTRUCT NEW BIT. AND GRAVEL SURFACE TYPICAL STREE T SECTIONS Bonestroo Rosene Anderlik & OAK PARK HEIGHTS, MINNESOTA FIGURE 3 Associates 1994 STREET PROGRAM K:\55\55113\55113F05 January 1994 COMM. 55113 r 1 ' f ..� \ ti r ��.= :,..:,.., 61st r...„,_ L. 1st "..a 1.,,.... ST. N j ST. CT. # ---................. Ex. 36" STORM SEWER € .. 60th t ST. N Y ,,✓�,++ =»-f-� ., a STATE T.H. 36 1 � #j' i 1 j PROPOSED z ,�. I' )Q , STORM w Z Q Z SEWER Q o ` '!Q 'ow c, { z .,, l Z i Q E W Z Q :: O ,,...--.—..J 1 I t 0 z PROPOSED ° 58th Z STORM SEWER Z I ST. N ce w 57th ST. N. w Q m w- .• �. �r� 56th ST. N. { I I. 1 �� 16 57th ST. N.• 1 56th Ex 36" tr-`-- STORM SE'. OLDFIELD � 09. (,'CL..----.-.--- i `= t Ex. 33" STORM SEWER Q :1, ..� 56th ST. N. _ _ ' % > Z O Q Q „„ I 5 5h t S T , PROPOSED 1 : N. Ex. X3!6” STORM SEWER STORM SEWER EW { P .. ....'' ..-.:�`so"w¢..." �'���-.i ?s' 2"�oi—" `"tis:2,'e ,. l `F Z \..� t»».»...». ....... ..h — 4 w :.. N Q r, e:: F- ` O !_ .. O "t a� r m is �.. . ' fi O -'. 0 300 600 STORM SEWER EXTENSIONS iiii, Bonestroo • Associates Rosene OAK PARK HEIGHTS, MINNESOTA FIGURE 4 Ai et 1994 STREET PROGRAM L:\55\55113\55113F06 JANUARY 1994 COMM. 55113 //e (per) o 0.--35- f• a, .. , 64 I i2;* \ 1 ejcuut6:4-rd'/' MI I f 6 ii.k.u-§`' ' ', / 11 ( r----7 - OSGOOD AVE. ._1, Co Rd. 67 ^\'‘ N N pvE• N ORf-14 , t • 1 ,) . 0 • • I t° S ,Z OMAR AVE. N 242Y ,___Li 1 ..' ! 5.$ rV) I Q1 C `'y S OMAHA AVE. H tipt OLENE AVE. N ! in 11(.1.,..1:5 Ir millt4419 4631 ..c I I <Dr ID wi -- , I • INDA AVE. € Fop Z 1 I cn z ` r L OLDFIELD Zr) AVE. N I_ 1 in 1 -c 1 OLDFIELD AVE. N —� w ) co ) t17) - -cLier., \ ( ','s j 1 ____,�_ , O'BRIEN AVE. N (I I y 0 250 500 -.^`."",+'�.../' ,_J'� Scale it feet - g PCI PAVEMENT CONDITION INDEX `PGT) ki Bonestroo Rosene • IIOAK PARK HEIGHTS, MINNESOTA FIGURE 5 Ander Ass k 8 Associates 1994 STREET PROGRAM K:\55\55113\55113F04 JANUARY 1994 COMM. 55113 r . TI-y \ 1 II I O .0 . O Y W C U it d■ coVo-0:7-: aOo g oocm m¢QQ %AI mum 410P ...._____z______ mei , - low 0 150 !00 - _ MIL Se...r u " WO gi' u ce 6 Mr 41111'all 111 0 a at 41.liff i Me. MO 1 NNW '� 1014 1� A H al iIrn%!I!I U W- inv) ei 11 Imo nu 111.,' . • Lai Y La N •0 I in 11111 a W Omaha u l W e- V* *O'' 0 2 A W� ,® ®®� ... v %W u_. i, �®.., 11.1* y,• ©14 •o� 1111110 zinomm.. .:,': I 3 Olene Av-nee N • : a ' N ... .. i4*(4 Lei 0 , , O n 2 ,,,:,-,-- 1 lIMIli gim Tild j r i;ii '- 'I)-g ., (/) m CC III/ ° m 11 r n � �� W r0_ n W � Y / X N Q N ^� VI ��© N d Q 194.96 Feet 9� ,t W ul L� t Q ill J r y.0 O 60th Street N State Hwy. 36 a ` - . max: #14261 #14303 .... 3 3 -, .r,3,. 2<' 1 #14375 #14399 #14447 OAK PARK !PLAZA NAPA - ROUSTON GMC 60004 } 60004 Tract A -3950 I 1 -3600 60004 60004 -3700 -4000 C O O N in 61339 60004 -2000 -3650 120' 100' - 5925 67054 5 r ll n� 3850 �hls -�- 1`J.. 60004 60004 1 ! -3800 -3750 60004 I a) -4200 i 7 #5898 i 1ft14385 ll5896 N. i 60004 gam' 7�.0004 ""` 1 { i AREA TO BE � 62650 ; -3455 1 -3550 G 3 Duplex � Duplex � R4 ASSESSED 4-flex i #5887 #5886 ry 40 2 N #5886 € #5889 i #5888 84/41°E. 61339 I 61339 i i -2100 -2705 a - i H #5871 #5872 ' 3 -.1 W"""'•" x ": 61343 61343 61343 Q S -2000 I -2400 -2600 A ill C Sr CD € #5862 i i #5857 K �'< �, m `- 61343 0 1 61343 #5858 �0�� -2100 i -2450 `�s' 61343 O �8 D I -2700 Z ' #5836 I < I #5835 4 x 1 . # L �. 67343 I 9 ', -2200 c jj 61343 ,:: l CD I -2500 ( #5834 o 1 I E a, t i Z i 61343 _ #5810 ; , #5817 -2s50 1 M ...,....."..3 i Thru ""` 61343 ? 61343 61343 '�e, �.... �? -2250 ? -2550 -2765 D 4—flex ( 8—Flex ' a J M c1DC ��NO 5800 #14386 Ry 58th Street N. t; N 1 I 10 NORTHERN I STATES POW'R COMPANY TRANSMISSION I _KEY 75 755 60004-3750 —Property Identification Number Scale in feet #5896 Street Address Assessable Footage for Commercial Property 300' ASSESSMENTS ill Bones troo Rosene OAK PARK HEIGHTS, MINNESOTA FIGURE 7 A t b Associates es 1994 STREET PROGRAM L:\55\55113\55113F02 JANUARY 1994 COMM. 55113 1 OPH opts to droad09 1 one project for on year I By JULIE KINK for more time to prepare for the understanding that no major street, Oak Park Heights City Coun- proposed assessments,which were repairs were scheduled. She urged' cif members listened to their con- going to fund 48 percent of the the council to "put it off a couple 1 stituents this week and opted to project and would have been in the more years" to give residents a delay a $1.6 million street recon- neighborhood of$2,645 per home. chance to save the money to pay struction project for one year. Kristine Gplsvig said the as- off assessments before accruing' Not one member of the stand- sessment, even spread out over 10 the seven percent interest charge' ing-room-only crowd that jammed years at engineer's estimates of$38 proposed. city hall on Monday spoke in favor per month, would be "an absolute Several property owners said 1 of the work.Although an indepen- hardship." She asked the council, there is nothing wrong with the! dent engineering firm found last "When is it'going to end as far as streets, ,and expressed concerns fall that for 65 percent of the the increases? My house is not about cost overruns and access streets being considered, it wasn't worth what I'm being taxed." during construction. One resident, cost effective to patch and seal- Another resident, Pam Wick- Bob Zaczkowski,said his home is ' coat, the residents questioned the fund, said she had just purchased (See oPH, page 12) f need for the repairs. Most pleaded her home late last year with the I O PH delays (Continued from page 1) • and portions of O'Brien, 60th, "There is going to be a point ,: "gone" in the worst-case scenario P gY,;, of proposed Highway 36 recon- 57th, 56th, Upp.r 56th, and 55th of no return," she warned, addin struction,and urged the council to Streets. According to Mark Ilan- that future costs for construction delay the project until highway son of Bonestroo, Rosene, Ander- and financing will be higher. She d. lik & Associates, the city's engi- suggested reviewing the issue dur- P tans are finalize ncerin firm, some of the streets ing the council's second meeting in„ thing wrong with g - i only th g rc y g that street is that it's too fast," said arc as old as 27 years,while others January 1995, and thanked rest . ,... Oldficld Avenue resident Don are around 16 years old. The city's dents for coming, saying that see Fowler. "We need some speed assessment policy is to assess 50 ing so many attend gave her a: '' percent of street reconstruction and good feeling. bumps." P Nearly 300 notices were sent 75 percent of new concrete curb O'Neal's comments were sec out on the public hearing to and gutter to adjoining property onded by Jack Doerr, who added. property owners on Oldfield, owners. The city as a whole pays that he would like to see even half Olene,Olinda,and Omar Avenues for 100 percent of new storm that number of people at every sewer, sanitary sewer and water council meeting. main repairs through tax levies. "At 90 percent of our meet- _-_.1 In all,23 residents spoke dur- ings, the only people sitting out Call On I OlIittertS...�, ing the two hour,forty-five minute there are the reporters and Mike hearing. About half of those who Knutson,"he said. �I� I attended did not speak. Other council members agreed �1 s c t cam,- cam-�- a l�ad��sen 0 00 r c'��a u%-L'LPiQ � L ��{ rl v s 101'n ,. Af CL 3 J1_02,44-444 t 1 �t-o ArQ s i dl S iV u� � b( MEMO 6(A1- 5,'v'' G� i d tit Cad- I-u,11 . 4M414)1 , &merit Condition rnde� cit.) °�'a-et' Date : January 13 , 1995 OrleVviQ To: Mayor, Council, City Administrator & City Engineer From: Janet Robert, Councilmember Re : City Wide Street Reconstruction Program I would like for the City Engineer to be prepared to answer the following questions regarding the City-Wide Street Reconstruction Program at the Council meeting of January 23 , 1995 . Criteria: What precisely are the criteria used to select streets for reconstruction phases? How did you select streets? Did you develop a comprehensive rating system with clear cut criteria (i .e . drainage problems, cracks, age, boring results, deflection testing results, usage, projected useful life, etc. ) and a list of each street section and how it meets that criteria? Where does each , J1 -6U street section stand on the Street Life Cycle? OfrVL� I read the report on testing of roads, but I do not see a direct A1���,#.1,�.31 correlation between those results and selection of streets for Phase A. It seems that Phase A is too large, encompassing streets v obviously in need of repair and those which are 2,412.-1.e ,9.f 5:5 n°W.e�e � s 19"),C tSO• //n,,f Phase ft It s m�u-�2 1 Timetable: Why is the entire reconstruction program to be done over such a short timetable? Can it be extended over a longer period of time . These questions should be answered in relation to the above criteria. For example, are all the streets in this program going to be cracking up in just seven years? My concern is that the shorter the timetable the higher the borrowing costs, because we have less flexibility in raising construction funds from tax levies . For every dollar in borrowing, the overall costs increase by 48% ! I have been told that each phase must be a minimum size to maximize the cost savings in the bidding process . What is that size? Concrete Curbs & Gutters: How much of the cost of the entire reconstruction is attributed to concrete curbs? How much will the City save if it uses asphalt instead of concrete curbs and gutters? What are the verifiable engineering and cost benefits of using concrete over asphalt . I have heard that the three reasons for using concrete are drainage, snowplow damage to asphalt curbs, and image . 1rn4rCUQ01 ;tv.eet (, � Isn' t the snowplow damage greater on streets where snowplows go fast and isn' t this an area where due to the residential character and narrower streets the plows go slower? Do you have costs on the City' s replacement of curbs each year in the past due to snowplow damage? As for image, many people have complained to me that concrete curbs are not necessary for the modest image of their neighborhoods and would only increase their property value and corresponding taxes . Gtc. 5 A CITY OF . , OAK PARK HEIGHTS . ,, . , . ,,, , ,.-,, ,,.: ...->A ,,.„, . .-,,„;.,, , 1,- ..,,,,,,= „1 y5 A MINNESOTA STAR CITY January 12, 1995 Dear Oak Park Heights Property Owner : A public hearing has been scheduled by the Oak Park Heights City Council for 7 : 30 P.M. Monday, January 23 , 1995 at City Hall, 14168 N. 57th Street . The purpose of the hearing is to discuss proposed street improvements in the area shown below. The proposed improvements are similar to those discussed at previous meetings on February 14 , 1994 and October 20, 1993 . Due to the nature of the improvements, it is proposed to assess a portion of the project cost to the abutting residential property owners on a lot equivalent basis . Your property is included in the project and is proposed to be assessed. The estimated assessment per residential lot is - 2 . 64c/ ,ni . Commercial, industrial, and high density property is proposed to be assessed on a front foot basis, estimated at $31 . 85/front foot . Approximately 40% Qf the project cost is proposed to be assessed to property owners . We encourage your attendance . Sincerely, CITY OF OAK PARK HEIGHTS 0. ....01. 2 ''''''x-'- Michael Robertson City Administrator 14168 North 57th Street • Box 2007 • Oak Park Heights, Minnesota 55082-2007 Phone: 612-439-4439 • Fax: 612-439-0574 MEMO Date : January 19, 1995 To : Mayor & Council From: Mike Robertson, City Administrator Re : Street Reconstruction Public Hearing I have enclosed the following items for the street reconstruction hearing; Enclosure 5A - A copy of the letter sent to affected City property owners about this hearing; Enclosure 5B - The feasibility report and a revised project schedule from the City Engineer. Enclosure 5C - An examination of possible financing options from City Auditor Tautges, Redpath, Inc . • . — TI ill ° Y ° _ 1 1 .■ cwv � — OOCao 1 W m¢QQ illui BIM .,,..,„.,,,, ,..... _}.. I 4g - low (0 MB .0.a I ps re 0 -,L) 1 i 1 ItirmiViA, c..) a IISPRIPPI.00. - J -4._ inn T..) ,....„,.. . ,„J 11140M © sue or i I .s urs rim 0 • ,i: ZS W ,_.� 0 3S I j wimp N o _ �►�, Q!. / W J (n^ m . i et njui in ,_ W Omahave u N. ..• .. °� i�� _v ktJ 1- 8'v .0,4i #, v) ,,,, I ono i* 4.. ,� ¢ oleo. Av- a ra O�� 1 0 _ �i •i �? I. i 4 yr 1 I� '� J a $ Olinda Avenue •1011.1111111.11111. ' '01 111111,1VIM Ili a ame a &-, raiHnotimmitiou NE 1 11 Oldlield Avenue N. moalte4fi � �� M' Q 11111111111/11111111111 11111a. .„. ,s ion xi c- 0.0, Hi ._•• 0 Li w NHS �r 0,.., ti W 0 J � c? a o . / ‘ (. W n r + M X n Q _. W d N n N ° 194.96'Fee � � / r1 d 0 ,- J 1; '-' '' Mill .' • • / of X P/4-! r-S etAci- F/91)01 . rvu . •I • - ' d ! ! o ~,10 6(-11112--t4--ict --71-A...fric 96-6-7 7-D„),_Ktstukt. (ft ILL-LcL d . Plua, L€h. 06-fin fictx- b Mit4a: . acauLALL 1 /30/?5 1-t31 a / / s-- `' r 4-gd7-S S--71.A76 C'9‘t:‘&e 1-414 I/5CM- -- . //; � ,.t d //3 S /41 7d btoptrSS t4 $ 7 �� 2�. /i,(17° /\✓ � /2.;,� - 3 I v/ r/-: G 1Y74i7 uPP YS7tt S% 44.) - 3 0 -9.5-avix.,aitrcip e ((-NJ \r -(A3n„,z 1 5%-5- /4J J�d'3� SS sfi A). I 1 30/ 95 1 48'4 "5-5- __s?,, �✓ ENCLOSURE 11 MEMO Date : March 23 , 1995 To : Mayor & Council From: Mike Robertson, City Administrator Re : Street Reconstruction - Area A - Plans & Specs Approval Joe Anderlik will be bringing the Plans & Specifications for Area A Street Reconstruction before Council for approval on Monday. 15tL 0 sdUi()IS • #20,6 0 c Ala,j ro rtL- ‘ 0, GkQ,h ,A, 24 z • v ,r� l� MAR-24-1995 09:45 NAC 612 595 9837 P.02/08 ENCLOSURE 6 N Northwest Associated Consultants , Inc . AC U R B A N P L A N N I N G • D E S I G N • M A R K E T R E S E A R C H ��� it • MEMORANDUM ' ,A TO: Oak Park Heights City Council FROM: Dan Wilson DATE: 23 March 1995 RE: Oak Park Heights - Modification No. I to St. Croix Mall TIF FILE NO: 798.02 - 95.01 Attached is a draft TIT Plan Modification that will permit the City to use tax increments generated by the St. Croix Mall to pay for storm sewer extension and utility system repairs. v Zpb ecember 22 ath and Company report calculated these expenses at /' o Co $736,200 that were not to be assessed.. Ai" �� i T h e original TIP Plan had already provided f o r 4: ,,,T, worth : -: •- • � � '. � cos,fi � ,v The original plan did not describe the project area to include the area south of 57th street No . Therefore, the modification will permit the use of TIP funds on 56th treet No., 55th Street N. -41 Omar Avenue, Obrrn Avenue No. and Omaha Avenue No. A �5 4-41 i s� The approval process is as follows: 1. City Council holds public hearing. 2. City Council adjourns. 3. ERA meeting called to order (your staff posted the required 3 day notice for an HRA meeting). 4. ERA considers resolution approving Modification No. 1. 5. ERA adjourns. 6. City Council reconvenes. 7. City Council considers resolution. We will prepare the final draft subject to any changes the Council would like to make. 5775 Wayzata Blvd. • Suite 555 • St. Louis Park, MN 55416 • (612) 595-9636•Fax. 595-9837 • ENCLOSURE 13 Il.m••,t+„v fi.,rs(•nr.Antle•hk en0 A)loct.KC,,Mr r+.v, AM/rndtwe ACtlw'/Ecful/Opporruruty Ernplc.syer Bonestroo (7r!••C• (l::r(',Vun.PE rlowarc1 A S.vrrurd. 'E Mi t,.101 C Lyr L Fr. Orlon K Gege Rosene W 7nke n• Pr• Keith A C.ornon,PE James R Mdlend ''F. Keith R Kipp.PE J„„.,..c. A.•,i,•r ilk Pf. 17noert R Ph;fl.'r Iv,I't. It'. y I) Pertac r, Pc Douods J Benoit.►E .0 41.pr Richnnl W F,;,tor Pt' +rntt i Argeeei.PE Snewn f7 Ctustafsnn,PE. Anderlik & rn ai -,r•u•i• l• Din a LDSS'I..I'.k Kcru'Ctn P AnCC•s n.rE Ckr I n Ulrv.er PE ('.^'s '...,a.:•k RODCrt C.Rottek,A I A M,vk R Rolrs.PE. Paut G Heuer,PP. Associates n,ni.•,, ti..yc+ rr )yrry A Buurdun.PC Marx A.Sr!P. John P Goiaer.PE !7.'br hl,PE Mart A.Mnn+ori,Cl- Ci.ny W Mon en,'Z OM1 D ElOyurn,PF. :•(..!in,t'.PA NitLtteel T Rautm,nn.Pr I',a,!1 Gennur.A A iefttny J khlennger,PC. Engineers &Architects K FIe1d.PE G.,nrcl 1 tdger:or PE. lnaenn R Recrn,rE. Thom.,,R Anrlr,am.A I A A Rn k Schrmtlt.?r. Lee M Mann,PL. Doneld C Hutq,,rnt.PP 1 Ceswp:l,'t (nark..A.F nekton Thomas A Sy'ko Pr Mork C) Wallis PC ken M P:,wc•I+ky Frederic 1 $ten!h'rg,PE Mats H JCnten.PF. Marine,M.Olson Ismael M.rtira,.PE. t Pnlwp Grave: "l Agnes M R'ng April 20, 1995 Mlcnvl P Rnu PE Karen L Wle'ri.• PE lam c F Err elnrrnt I'norm's W Pclo/.un.Pt 0ary I) Knstoh rz.?r City of Oak Park Heights P.O. Box 2007 Oak Park Heights, MN 55082 Dear Council members: A resident living within this year's reconstruction project limits has raised an issue that needs to be considered by the City Council. In the past, residents have been allowed to connect discharge pipes for sump pumps, footing drains, and pools directly to the curb. The resident raising this issue wants to know if he will be allowed to connect his discharge pipe to the new concrete curb and gutter. It is our opinion that this direct discharge into the street not be allowed for the following reasons: 1. A concentrated direct discharge onto a street allows for ice,.tc, build up in the area during spring and fall, thus creating a safety issue. 2. If connected to the concrete curb and gutter, the pipes would be placed within the City's right-of-way and would cause future conflicts with any excavations, private utility installations, etc. within the boulevard area. -- 3. Water with contaminants in it that is directly discharged into the street has a direct route into the storm sewer-and consequently the downstream lakes and ponds. A solution to this situation is to allow the water to filter through an area covered with vegetation before it reaches the storm sewer system. Our recommendation to the City Council would be to decide that this type of discharge pipe must end at the property line which will allow the water to be discharged over land and filtered before it reached the streets and the storm sewer system. This would also alleviate any future conflicts created by allowing private discharge pipes on City property, as well as eliminating icy buildups in the street. If you would like any further information regarding this issue please do not hesitate to call. Yours Very Truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES,INC. 1 �2 t (t2•tOi Carol Caron CC:lk 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 20'd '099te 2 OOd1S�Noe 112T 929 ET9 99:01 966T-02—b0 • ENCLOSURE I jigBonestroo Bidder Total Base Bid NEM Rosene Anderlik& Address Telephone No. Associates Engineers&Architects City,State,Zip Fax No. Si.Paul•Milwaukee ADDENDUM NO. 1 Fff 1995 STREET RECONSTRUCTION PROJECT i �-� �=_ FILE NO. 55113 OAK PARK HEIGHTS MINNESOTA App, 2 6 "" di Hi April 25, 1995 I ; I Opening Time: 11:00 A.M., C.D.S.T. Opening Date: Friday, April 28, 1995 Addendum No. 1 The following portions of the specifications shall be modified as follows: 2105.4. METHOD OF MEASUREMENT: The bid item referred to as reclaim removal, subgrade excavation and reclaim placement shall be measured on the basis of lineal feet of street on which this procedure is performed. The work to be performed shall be as described in Section 2105.3. CONSTRUCTION REQUIREMENTS and shall be 35 feet in width. Measurement for reclaim removal, subgrade excavation, and reclaim placement of widths greater or less than 35 feet shall be converted to that width on a proportional basis. All streets have been surveyed and cross-sectioned at 50 foot intervals throughout the site. The cross sections are not a part of the bid plans, however they will be made available to the successful low bidder for their information and use in the construction process. 2116.3.1. CORE EXCAVATION: The first sentence should be modified to indicate a depth of 23 inches in lieu of 18 inches. BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. 2335 WEST HIGHWAY 36 ST. PAUL, MINNESOTA 55113 (612) 636-4600 55113a41.add Enclosure 1OA Bonestroo,Rosene.Anderlik and Associates,Inc.is an Affirmative Action/Equal Opportunity Employer BonestrooOtto G.Bonestroo.PE. Howard A Sanford.PE. Michael C.Lynch,PE. Brian K.Gage,PE. Robert W.Rosene.PE* Keith A.Gordon.,PE. James R.Maland.PE. Keith R.Yapp.PE. Rosene 1.1 Marvin C.Anderlik,PE. Robert R.Pfefferle.PE. Jerry 0.Pertzsch,PE. Douglas J.Benoit.PE. Marvin L.Sorvala.PE. Richard W.Foster.PE Scott J.Arganek,P.E. Shawn D.Gustafson.PE. Anderlik & Richard E.Turner,PE. David O.Loskota.PE. Kenneth P Anderson,P.E. Cecilio Olivier,P.E. Glenn R.Cook,PE. Robert C.Russek,A.I.A. Mark R.Rolls.PE. Paul G.Heuer.PE. AssociatesThomas E.Noyes.PE. Jerry A.Bourdon,PE. Mark A.Seib,PE John P Gorder,PE. Robert G.Schunicht.P.E. Mark A.Hanson,P.E. Gary W.Morien.PE. Dan D.Boyum.PE. Susan M.Eberlin.C.P.A. Michael T.Rautmann,PE. Paul J.Gannon,A.I.A. Jeffrey J.Ehleringer.PE. Engineers • Architects Senior Consultant Ted K.Field.PE. Daniel J.Edgerton.PE. Joseph R.Rhein,PE. Thomas R.Anderson,A.I.A. A.Rick Schmidt.PE. Lee M.Mann.P.E. Donald C.Burgardt,PE. Philip J.Caswell,PE. Charles A.Erickson Thomas A.Syfko,P.E. Mark D.Wallis,PE. Leo M.Pawelsky Frederic J.Stenborg,PE. Miles B.Jensen.P.E. Harlan M.Olson Ismael Martinez,PE. L.Phillip Gravel,PE. Agnes M.Ring May 1, 1995 Michael P Rau,PE. Karen L.Wiemeri,PE. James F.Engelhardt Thomas W.Peterson,PE. Gary D.Knstofitz,PE. V City of Oak Park Heights 4 V [E a E 14168 57th Street North MAY 4 1995 Oak Park Heights, MN 55082 Re: 1995 Street Reconstruction Project File 55113 Honorable Mayor and City Council: On Friday, April 28, 1995 bids were received by the City for the 1995 Street Reconstruction Project. There were six(6) plan holders who could have bid the work as the General Contractor, but only three (3) chose to submit bids as summarized below: Low Tower Asphalt,Inc. $995,280.83 #2 Valley Paving $1,055,611.65 #3 - Danner, Inc. $1,112,686.31 The low bid submitted by Tower Asphalt,Inc. in the amount of$995,280.83 is based on doing the entire project in 1995 and is $118,720.00 below the Engineers estimate. The Alternate bid to do the second phase of construction in 1996 would add another $104,585.50 to the construction cost. The low bid received is very favorable and provides for substantial savings by doing all of the work in the 1995 construction season. Therefore, it is recommended that the contract be awarded to Tower Asphalt, Inc. in the amount of$995,280.95 which is the base bid amount not accepting the Alternate bid. We are enclosing six(6)copies of bid tabulation for the project for your information and file. Should you have any questions,please feel free to contact me at 636-4600. Yours very truly, BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. C;),„72),_. (14,,,h,dd Joseph C. Anderlik JCA:rb:enc 2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 V Enclosure 13 4P4 NMI Northern States Power Company Gas Utility 825 Rice Street Saint Paul. Minnesota 55117-5459 - - - DATE: 5-12-95 PROJECT #: OPGR 57S AA8 APPLICATION OF THE NORTHERN STATE'S POWER COMPANY a Ta: City of Oak Park Heights Mike Robertson D 14168 57th St. No. MAY 1 51995 Oak Park Heights, Mn. 55082 I . Application is her_cy made for permission to place, construct and thereafter maintain: 18,055' of plastic gas main in Oak Park Hgts. street reconstruction area. I. Type of Utility - General Description Natural Gas I . Work to be started 5-22-95 and cc„.p l e_ed by 11-1-95 Application approved: Application submitted by: NORTHERN S T A E3 POWER COMPANY Sy: 7 7--<5 # • Jeffrey S. McGraw 229-2478 GAS AREA R PR.E:VSENTATIVE Date: FRM:'RM2 • • CITY OF )A _, OAK PARK HEIGHTS .- ` , _ CONSTRUCTION NOTICE -' ` May 26, 1995 A MINNESOTA STAR CITY A tentative date of May 31st has been set for pouring the concrete curb, gutter, and aprons on Oren Avenue and 57th Street, East of Oldfield Avenue. The contractor has decided to pour the curbs and the aprons simultaneously, so there will only be one 5- : day curing period, when residents will not be allowed to use their driveways . However, residents can park in the streets in front of their driveways during this curing period. Residents outside of the area described above will receive another memo in the near future , indicating the date for curb to be placed on their street. All vehicles you will need to use during this 5-day period should be parked on a street other than 57th Street or Oren Avenue by Tuesday morning, so they can prepare to pour curb on Wednesday. Once the curb is placed and sprayed white, you may place your cars next to the curb in front of your home. Again, please do not drive on your new aprons for five days. All driveways subjected to early use by the homeowner will be replaced and the cost added to the homeowner' s assessment. All residents may fill out the attached form to widen their driveway opening for the purpose of building a wider driveway in the future. Please indicate which side should be widened and by how much. If you have further questions , please call me at 439- 3902 . It is CRITICAL that these forms be returned to my mailbox near the construction trailer, located on the corner of 57th Street and O'Brien Ave. (by City Hall ) , no later than 7 : 00 a.m. , Wednesday, May 31st. If no form is returned for your residence by this time, we will simply match the flat opening to your existing driveway width. Additional Notes : Please be aware that our street excavation process will cut off access to your driveway for approximately one day. Also, cars should not travel through the excavation area, as there may be some very rough roads . This is a "road closed" zone and anyone entering it, does so at their own risk. Residents living on streets with storm sewer installations will have an additional day when they will not have access to their driveways . Please call me, Carol Caron, at 439-3902 , and let me know if you have special needs during these times . If I am not in, please leave a message . Please also be aware that NSP owns all street lights within this project and will be replacing electric lines and moving light poles in the near future. This will cause some of the lights to be out of service . Please contact NSP at 779-3163 if you have further questions regarding this . Enclosure 10 MEMO Date : May 5, 1995 To : Mayor & Council From: Mike Robertson, City Administrator Re : Street Reconstruction - Bids & Analysis I have enclosed (Enclosure 10A) a copy of a letter from Joe Anderlik discussing the Street Reconstruction Bids and making a recommendation. I have also enclosed a financial analysis of the Street Reconstruction Improvement for Area "A" by Tautges, Redpath. David Mol will be at the Council meeting Monday night to answer any questions about the analysis . Steve Mattson and Tom Truzynski of Juran & Moody will also be at the meeting Monday night to discuss the bonding process for this improvement . OAK PARK HEIGHTS, MN 1995 STREET RECONSTRUCTION PROJECT FILE 55113 ENGINEERS ESTIMATE: $ 1,114,000 BID DATE: APRIL 28, 1995 BID TIME: 11:00 A.M. CONTRACTORS TOTAL BASE BID Nie✓ `I-C 1. CURB MASTER1� 2. BROWN & CIRS 3. ARCON CONSTRUCTION 4. C W HOULE CONSTRUCTION 5. BURSCHVILLE CONSTRUCTION 6. ASHBACH CONSTRUCTION 7. NORTHDALE CONSTRUCTION 8. VALLEY PAVING 1) 05) // , 65- 69'a�0_3/, — 9. DANNER 91/ / /c97 n2 � 3 � c-/ /61 — 10.MASTER ASPHALT I/ ( 11.PENN CONTRACTING ( )TOWER ASPHALT 'C� �, � g3 13.CONCRETE ACCENTS 14.KNIFE LAKE CONCRETE 15.SCHIELD CONSTRUCTION 16. 17. 9/93z7x -// 18. 19. Ienv 7I'Irj'1��e5 20. 21. 22. 23. 24. I:\users\rccept\bidlist 05/05/95 09:51 $612 426 5004 TAUTGES. REDPATH Z002/005 4 Enclosure 10B i TAUTGES, REDPATH & CO., LTD. CcP.•TTFIe 'PUBLIC ACCOUNTANTS May 4, 1995 Honorable Mayor and City Council City of Oak Park Heights 14168 North 57th Street Stillwater, MN 55082 RE: STREET RECONSTRUCTION FINANCING Pursuant to your request, I have updated the street reconstruction financing plan as it relates to Area A (south of Highway 36 and west of Osgood Avenue). This update incorporates the estimated construction costs based on the bid opening of April 28, 1995. esti mated Project Costs The project costs for Area A are estimated to be as follows: — Storm CStreet Sewer Utility Reconstruction ' Extensions Repairs Total Contractor S79T,718 S185,483 $12,080 $995 Contingency @ 5% 39,885 9,274 604 49.763 Subtotal 837,603 194,757 12,684 1,045,044 Engineer,legal,administrative @ 25% 2 400 48,690 3,170 261.260 Total 51,047,00 ) $243,447 515.854 $1,306,304 Proposed Financing The City engineer recommended the costs associated with storm sewer extensions and utility repairs not be assessed_ Additionally, the City council has previously decided against increasing tax levies to finance storm sewer extensions and utility repairs. Therefore, the costs related to storm sewer extensions and utility repairs must be financed with existing reserves. 4810 White Bear Parkway • White Bear Lake, Minnesota 55110 • 612/426-7000 • FAX/426.5004 • Member of 1-LS International ' 05/05/95 09:52 T2612 426 5004 TAUTGES. REDPATH 11004/005 Honorable Mayor and City Council Street Reconstruction Financing May 4, 1995 Page 3 ,mac✓%`Sr The City engineer recommends assessments totalin: $638,331 or street improvements and concrete curb/gutter. Based on this, the approximate assessment to residential property is 2,645 7 per lot. ng an interesi fate of 8% and a-3yearassessment period,the annual assessment y would be as—follows: 11md o-yi 754 /1tAeze, Year Principal Interest Total 'Z 5i'`ai 1 $265 $212 $477 2 265 190 455 7 3 265 170 435 V) )1(kAliP"tlet'". 4 265 148 413 5 265 126 391 V��l v v 6 265 106 371 7 265 84 349 vv;:jej2 8 265 63 328 9 265 23'dn0 ' �dl fL1L 10 260 0 21 21 2 28I 1 , Total 82.645 $1.162 ifrriir The remaining portion of the debt service is proposed to be repaid by property taxes. A schedule of existing and proposed bonded debt tax levies is as follows: 1995 -A, Existing Improvement U Year Levies Bonds(1) Total 4\)..., • 1995 525,000 $ - $25,000 1996 25,000 - 25.000 1`� 1997 25,000 - 25.000 ` 1998 25,000 67,000 92,000 1999 25,000 68.000 93,000 2000 25,000 69,000 94.000 2001 70.000 70.000 Z002 - 71,000 71.000 2003 - 72,000 72.000 2004 - 73,000 73.000 2005 - 74.000 74.000 Total 5150.000 5564.000 $714,000 (1)See schedule prepared by Juran and Moody,Inc. MEMO Date : June 26, 1995 To: Mayor & Council From: Mike Robertson, City Administrator Re : Street Reconstruction - Request for Payment No. 1 Tower Asphalt has submitted a request for payment of $311, 015 . 75 . This is their first request for payment . Carol Caron of Bonestroo Engineering has OK'd their request for payment . The total contract amount is $995, 280 . 83 . 5% of the contract amount will be retained as security until the job is finished. Enclosure A MEMO Date: September 27, 1996 To: Mayor & Council From: Mike Robertson, City Administrator Re: Sod Complaints After a while, listing everyone who called about their boulevard sod this week on an individual complaint form seemed a little redundant . Below is a list of everyone who called this week who ' s complaint can be summed up as; "Why wasn' t my sod replaced! ! ?" All complaints have been referred to Carol Caron and she has been trying to contact everyone who has called. 1. Mrs . Smith 14372 57th Street 439-4437 2 . Thomas Radke 5819 Oldfield Ave 439-5234 3 . Josephine Lentz 14464 55th Street 439-5090 4 . Auldon Johnson 14523 57th Street 439-2523 5 . Gary Moody 5810 Oldfield Ave 439-8383 6 . Jim Philen 14618 Upper 56th Street 439-0699 • CITY OF OAK PARK HEIGHTS 14168 N. 57th Street• Box 2007 •Oak Park Heights,MN 55082 • Phone: (612) 439-4439 • FAX 439-0574 October 7, 1996 Dear residents of the Oak Park Heights Reconstruct Project: You may have noticed the final restoration work on the project taking place recently. I would like to apologize for the delay in performing this work. The original sod contractor went out of business and Tower Asphalt hired a new contractor to perform the repair work to the original sod installation. The work the new contractor did included sod replacement a s well as placing black dirt and seed on the unacceptable areas. The contractor will be responsible to water the sod and seed for 30 days after it was placed. The residents will then be responsible to water and care for it after this time period. The sod and seed will not completely take root this fall, and it will need extra water next spring in order to do so. It is also a good idea not to cut the new sod and seed too short next spring. A good height would be 3 to 4 inches. Now that the sod repairs have been made,we would like all remaining work on the project to be finished in the next month. If you have any unresolved issues concerning the reconstruct project we would like you to bring then to our attention now. Please direct your concerns to Carol Caron at 439-3902. Thank you for your patience and cooperation! Tree City U.S.A. • • Enclosure Al ure 12 CITY OF anuary 17, 1996 PARK HEIGHTS OAK Dolis,MN 55402 r .w� :SOTA STAR CITY d to construct I :tra work and is er 12 , 1995 ;sary to excavate Property Owners in the Oak Park Heights Street I time and material Reconstruction Project Area lerformed by Assessment Notices for the Street Reconstruction Project ve enclosed an official notice of ngtwill beeMondayt asolidgravel e Avenue,the nstruction prat 7 : The ber 30 , 1995 at 7 :00 p .m. at Oak Park Heights City Hall . et Court and on Assessment Hearing will be strictly for the discussion of ssments . The Street Reconstruction Project st considered dot shed at this point . If you have any problems leave a mereano Total lved, please call Carol Caron at 439-3902 , Amount she will call you to let you know how the problem will be :lved. 2,308.50 :erely, 18,314.62 hael R••ertson y Administrator 6,634.82 $27,257.94 14168 North 57th Street • Box 2007 • Oak Park Heights, Minnesota 55082-2007 Phone: 612-439-4439 • Fax: 612-439-0574