CITY OF WASHINGTON
WASHINGTON, ILLINOIS
CITY COUNCIL MEETING

MONDAY, FEBRUARY 4, 2008 - 6:30 P.M.
LIBRARY MEETING ROOM

AGENDA

CALL TO ORDER
ROLL CALL 
PLEDGE OF ALLEGIANCE 
REVIEW AGENDA - ADDITIONS OR DELETIONS (DISCUSSION ITEMS ONLY)

CONSENT AGENDA

ANNOUNCEMENTS/AWARDS/PRESENTATIONS/RECOGNITIONS
AUDIENCE COMMENTS
STANDING COMMITTEES
    FINANCE & PERSONNEL – NEWMAN, CHAIRMAN
     PUBLIC SAFETY – DINGLEDINE, CHAIRMAN

   
PUBLIC SERVICES – GEE, CHAIRMAN

CITY ATTORNEY – KENNETH L. BLACK / DAVID BROWN

MAYOR – GARY W. MANIER

CITY ADMINISTRATOR - ROBERT MORRIS

STAFF REPORTS

ALDERMEN’S COMMENTS
ADJOURNMENT

BACKGROUND INFORMATION

From:  Kenneth B. Newman, City Engineer
Date:  February 1, 2008
Subject:  Design Engineering Services – 2008 Sanitary Sewer Replacement Projects

An amount of $30,000 was included in the current year’s Sewer Fund budget for design engineering for miscellaneous sanitary sewer replacement. With the recent January 8 rainfall, we once again experienced problems with the sanitary sewer in the 200 block of East Jefferson and Adams Streets as well as with a wildcat sewer that serves the 500 block of West Adams and Highland Place. We have experienced problems with both of these sewers on numerous occasions over the past several years. Based on televising that was performed of the Jefferson/Adams sewer and what we know of the West Adams wildcat sewer, we believe that both these sewers are good candidates for replacement. Currently it is estimated that construction cost of both these projects will be around $150,000. However, we may also be looking at replacement of a considerable amount of storm sewer on the East Jefferson project due to its close proximity to the existing sanitary sewer.

A proposal to complete the necessary survey and design engineering work, including preparation of permit applications and easement plats for both of these projects has been obtained from Austin Engineering Company. Austin proposes to perform all necessary work for a total fee not to exceed $13,500.00.

It is recommended that Council authorize Staff to enter into agreement with Austin Engineering Company to complete the above described work for an amount of $13,500.00.

This matter has been placed on the agenda for consideration at the February 4, 2008 City Council meeting.

**************************************************
From:  Kenneth B. Newman, City Engineer
Date:  January 24, 2008
Subject:  2008 Street Maintenance Program

Attached for your review are a list and map showing those streets that are being considered for maintenance work as part of our 2008 street maintenance program. Below is a summary of the work and cost estimates for this year’s program:

It is currently being proposed that the mill and overlay, seal coat and spray patch work will be funded using MFT funds and the curb & gutter and sidewalk replacement will be funded from the general fund.

A brief presentation of our plans for this year’s street maintenance program will be made at the February 4, 2008 City Council meeting. Council’s input concerning the proposed program would be appreciated prior to beginning work to prepare the necessary contract documents.

City of Washington
2008 Street Maintenance Program
Seal Coat Sections Mill & Overlay Sections
STREET FROM TO LENGTH STREET FROM TO LENGTH
      FT       FT
RM NE Frontage  Meadowview East End 595 Westgate Devonshire Rd. Newcastle 3,415
RM SW Frontage Meadowview West End 680 Newcastle Westgate 580 FT. West 580
RM SE Frontage Meadowview Briarcliff 440 N. Wilmor Newcastle Jefferson 1,505
Colonial Ct. Frontage Rd.  End 150 S. Wilmor Peoria St. 210 S. Wilmor 560
Briarcliff Frontage Rd.  Meadowview 955        
S. Meadowview Route 8 Lynnhaven 340 TOTALS   Feet 6,060
S. Meadowview Lynnhaven Knollaire 1,100     Miles 1.15
Hawthorne Belaire Meadowview 565
Hawthorne Meadowview East End 135
Cruger Cummings West City Limit 1,450
Chestnut Cummings End 1,840
Lori Ln. Chestnut Inglewood 495
Inglewood Cummings End 2,370
Deer Ln. Cummings End 1,225
White Tail Deer Ln. Colt 570
Browing Ct. White Tail End 170
Remmington Ct. White Tail End 535
Santa Fe West City Limit Oak Ridge 590
Pin Oak Ct. Santa Fe End 385
Kingsbury Westgate East End 1,110
Canterbury Cummings Brookshire 530
Canterbury Brookshire West End 590
Brookshire Canterbury Brentwood 680
Country Fair Brookshire Greendale 660
Greendale Country Fair Brentwood 300
Brentwood Greendale Cummings 1,140
Oxford Ct. Brentwood End 435
Royal Ct. Dallas End 335
Grandyle Elgin Gillman 640
Grandyle Gillman MacKenzie 300
Gillman  Washington Rd. 208 Gillman 1,290
Gillman  428 Gillman Newcastle 550
Fayette Gillman Gillman 1,420
Fayette Ct. Fayette End 110
Bobolink Elgin Eagle 1,030
Eagle Washington Rd. 1300 Eagle 1,400
Eagle 1300 Eagle 1410 Eagle 420
Jefferson Eagle East End 135
       
TOTALS   Feet 27,665
    Miles 5.24
City of Washington
2008 Street Maintenance Program
Seal Coat Sections
STREET FROM Radius TO Radius LENGTH WIDTH AREA Rad & Mis TOTAL Estimated Quantities
                    Mainline Rad & Miscellaneous Total
    FT   FT FT FT SY Area AREA Bitum. Matl. Aggregate Bitum. Matl. Aggregate Bitum. Matl. Aggregate
                SY SY GAL. TON GAL. TON GAL. TON
RM NE Frontage  Meadowview 20 East End   595 22 1,454 19 1,473 582 16.0 8 0.2 589 16.2
RM SW Frontage Meadowview 20 West End   680 25 1,889 19 1,908 756 20.8 8 0.2 763 21.0
RM SE Frontage Meadowview 20 Briarcliff   440 24 1,173 19 1,192 469 12.9 8 0.2 477 13.1
Colonial Ct. Frontage Rd.  12 End   150 30 500 240 740 200 5.5 96 2.6 296 8.1
Briarcliff Frontage Rd.    Meadowview 15 955 30 3,183 380 3,563 1,273 35.0 152 4.2 1,425 39.2
S. Meadowview Route 8 Special Lynnhaven   340 38 1,436 40 1,476 574 15.8 16 0.4 590 16.2
S. Meadowview Lynnhaven   Knollaire 15 1,100 30 3,667 11 3,678 1,467 40.3 4 0.1 1,471 40.5
Hawthorne Belaire Special Meadowview 12 565 30 1,883 22 1,905 753 20.7 9 0.2 762 21.0
Hawthorne Meadowview 12 East End   135 30 450 7 457 180 5.0 3 0.1 183 5.0
Cruger Cummings 30 West City Limit   1,450 20 3,222 43 3,265 1,289 35.4 17 0.5 1,306 35.9
Chestnut Cummings 18 End   1,840 32 6,542 275 6,817 2,617 72.0 110 3.0 2,727 75.0
Lori Ln. Chestnut 18 Inglewood 15 495 30 1,650 25 1,675 660 18.2 10 0.3 670 18.4
Inglewood Cummings 20&10 End   2,370 20 5,267 300 5,567 2,107 57.9 120 3.3 2,227 61.2
Deer Ln. Cummings 18 End   1,225 32 4,356 15 4,371 1,742 47.9 6 0.2 1,748 48.1
White Tail Deer Ln. 18 Colt 18 570 32 2,027 15 2,042 811 22.3 6 0.2 817 22.5
Browing Ct. White Tail 18 End   170 32 604 275 879 242 6.6 110 3.0 352 9.7
Remmington Ct. White Tail 18 End   535 32 1,902 275 2,177 761 20.9 110 3.0 871 23.9
Santa Fe West City Limit   Oak Ridge 18 590 32 2,098 15 2,113 839 23.1 6 0.2 845 23.2
Pin Oak Ct. Santa Fe 18 End   385 32 1,369 275 1,644 548 15.1 110 3.0 658 18.1
Kingsbury Westgate 18 East End   1,110 30 3,700 15 3,715 1,480 40.7 6 0.2 1,486 40.9
Canterbury Cummings 18 Brookshire 18 530 32 1,884 31 1,915 754 20.7 12 0.3 766 21.1
Canterbury Brookshire   West End   590 32 2,098 260 2,358 839 23.1 104 2.9 943 25.9
Brookshire Canterbury   Brentwood 18 680 32 2,418 15 2,433 967 26.6 6 0.2 973 26.8
Country Fair Brookshire 18 Greendale   660 32 2,347 15 2,362 939 25.8 6 0.2 945 26.0
Greendale Country Fair   Brentwood   300 32 1,067   1,067 427 11.7 0 0.0 427 11.7
Brentwood Greendale   Cummings 18 1,140 32 4,053 15 4,068 1,621 44.6 6 0.2 1,627 44.8
Oxford Ct. Brentwood 18 End   435 32 1,547 275 1,822 619 17.0 110 3.0 729 20.0
Royal Ct. Dallas 18 End   335 32 1,191 275 1,466 476 13.1 110 3.0 586 16.1
Grandyle Elgin 10 Gillman 10 640 30 2,133 10 2,143 853 23.5 4 0.1 857 23.6
Grandyle Gillman 10 MacKenzie 18 300 31 1,033 20 1,053 413 11.4 8 0.2 421 11.6
Gillman  Washington Rd.   208 Gillman   1,290 30 4,300   4,300 1,720 47.3 0 0.0 1,720 47.3
Gillman  428 Gillman   Newcastle   550 32 1,956 7 1,963 782 21.5 3 0.1 785 21.6
Fayette Gillman 10 Gillman 10 1,420 30 4,733 10 4,743 1,893 52.1 4 0.1 1,897 52.2
Fayette Ct. Fayette 24 End   110 30 367 790 1,157 147 4.0 316 8.7 463 12.7
Bobolink Elgin 10 Eagle 10 1,030 30 3,433 10 3,443 1,373 37.8 4 0.1 1,377 37.9
Eagle Washington Rd.   1300 Eagle   1,400 30 4,667   4,667 1,867 51.3 0 0.0 1,867 51.3
Eagle 1300 Eagle   1410 Eagle   420 32 1,493   1,493 597 16.4 0 0.0 597 16.4
Jefferson Eagle 10 East End