HomeMy WebLinkAboutResolutions - R-00-005.A - 03/03/2000 - IDOT RESOLUTION FOR MAINTENANCE OF STREETS AND HIGIllinois Department Resolution for Maintenance of Streets and Highways
of Transportation By Municipality Under the Illinois Highway Code
(Do-5 A
BE IT RESOLVED, by the City Council _ of the
(Council or President and Board of Trustees)
city
(City, Town or Village)
of McHenry
(Name)
, Illinois, that there Is hereby
appropriated the sum of $ 640,000.00 of Motor Fuel Tax funds for the purpose of maintaining
streets and highways under the applicable provisions of the Illinois Highway Code, from January 1, XQ_2 00
to December 31, A__2_Q00
BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the ap-
proved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connec-
tion with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above.
BE IT FURTHER RESOLVED, that the Clerk shall, as soon as practicable after the close of the period as given
above, submit to the Department of Transportation, on forms furnished by said Department, a certified statement
showing expenditures from and balances remaining in the account(s) for this period; and
BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this resolution
to the district office of the Department of Transportation, at Schaumburg _ , Illinois.
Mr. Pamela Althoff
I, Miss
Mrs.
of
McHenry
Clerk in and forthe- City
(City, Town or Village)
, County of McHenry
hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by
the City Council at a meeting on arc/i xt- 2000
(Council or President and Board of Trustees)
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this "�'`� day of y�6�
A.D. U 2 MO
(SEAL) ? Clerk
( ify, Town or Village)
(
APPROVED
x)0 _ZQ00
Department of Transportation
District Engineer
AI 0 AI9q (Ppv 6/87)
ILLINOIS DEPARTMENT OF
TRANSPORTATION
Municipal Estimate of
Maintenance Costs
Periods from January 1, 2000, to December 31, 2000, Municipality City of McHenry.
Estimated of Cost of Maintenance Operations
Material
Equipment
of Labor
. *rTrGr.Tj M MVITIU
I in Villmr.
W®Qtll
ILI M-1
..
0®�
Submitted:114aye,2000
Y:
Municipal Official
$ 640,000.00
Approved ,2000
Director of Public Works
Title
Submit Four (4) Copies to District Engineer
District Engineer
BLR - 8202 (Rev.5W)
ILLINOIS DEPARTMENT OF
MUNICIPAL MAINTENANCE
TRANSPORTATION
JOPERATIONS
CITY OF MCHENRY
STREET
PROGRAM 2000
Location
Pavement Maintenance
No.
Street
From
To
Length
Width
No.
Description
Quantity
1
Albany St.
Route 31
East end
1967
24.9
1
Frame & Grates
4.0
4
Bit. conc. surf. removal 3"
5,442.0
5
Reflective crack control
5,442.0
8
Bit. Materials: prime coat
544.2
9
Bit. Conc. surf. coarse mix
449.0
D, Class I , Type 2
12
Thermoplastic (24")
12.0
14
Aggregate shoulder, Type B
96.2
15
Bit. conc. driveway pav't
83.1
16
Bit. conc.driveway pav't rem.
83.1
2
Albert Dr.
Dead end
Whiting Dr.
1168
26.6
2
Bit. conc. surf. removal 1.5"
3,452.1
5
Reflective crack control
3,452.1
8
Bit. Materials: prime coat
345.2
9
Bit. Conc. surf. coarse mix
379.7
D, Class I , Type 2
12
Thermoplastic (24")
12.0
14
Aggregate shoulder, Type B
57.1
3
Amherst Ct.
Begin C/G
Bennington Ln.
518
28
2
Bit. conc. surf. removal 1.5"
1,611.6
8
Bit. Materials: prime coat
161.2
9
Bit. Conc. surf. coarse mix
133.0
D, Class I, Type 2
12
Thermoplastic (24')
12.0
14
Aggregate shoulder, Type B
19.0
15
Bit. conc. driveway pav't
15.0
16
Bit. conc.driveway pav't rem.
15.0
4
April Ave.
West end
White Oak Dr.
620
27
5
Reflective crack control
1,860.0
8
Bit. Materials: prime coat
186.0
9
Bit. Conc. surf. coarse mix
153.5
D, Class I , Type 2
10
Level Binder (Mach. Method)
76.7
Mix C, Type 2 (3/4')
12
Thermoplastic (24")
12.0
15
Bit. conc. driveway pav't
15.0
16
Bit. conc.driveway pav't rem.
15.0
5
Broadway
Bull Valley
Pleasant View
3803
21
1
Frame & Grates
20.0
8
Bit. Materials: prime coat
887.4
9
Bit. Conc. surf. coarse mix
976.1
D, Class I, Type 2
12
Thermoplastic (24')
144.0
14
Aggregate shoulder, Type B
185.9
15
Bit. conc. driveway pav't
225.0
16
Bit. conc.driveway pav't rem.
225.0
Location
Pavement Maintenance
No.
Street
From
To
Length
Width
No.
Description
Quantity
6
Deerwood Tr.
Ridge Rd.
Dead end
2040
31
5
Reflective crack control
7,026.7
8
Bit. Materials: prime coat
702.7
9
Bit. Cone. surf. coarse mix
579.7
D, Class I , Type 2
10
Level Binder (Mach. Method)
289.9
Mix C, Type 2 3/4")
12
Thermoplastic (24")
12.0
14
Aggregate shoulder, Type B
112.2
15
Bit. conc. driveway pav't
50.0
Bit. conc.driveway pav't rem.
7
Fourth St.
Main St.
James St.
610
20.4
1
Frame & Grates
3.0
8 jBit.
Materials: prime coat
138.3
9 jBit.
Cone. surf. coarse mix
152.1
D., Class 1, Type 2
10
Level Binder (Mach. Method)
57.0
Mix C, Type 2 (3/4")
12
Thermoplastic (24')
48.0
14
Aggregate shoulder, Type B
29.8
15
Bit. conc. driveway pav't
20.0
16
Bit. conc.driveway pavI rem.
20.0
8 IGolf
View Rd.
John St.
Golf View Te.
907
20
1
Frame & Grates
4.0
5
Reflective crack control
2,015.6
8
Bit. Materials. prime coat
201.6
9
jBit. Conc. surf. coarse mix
166.3
D., Class I, Type 2
10
Level Binder (Mach. Method)
83.1
Mix C, Type 2 (3W')
12
Thermoplastic (24")
12.0
14
Aggregate shoulder, Type B
33.3
15
Bit. conc. driveway pav't
55.0
16
Bit. conc.driveway pav't rem.
55.0
9I
Hayward Ct.
West end
Matanuska Tr.
597
32
5
Reflective crack control
2,122.7
8
Bit. Materials: prime coat
212.3
9
Bit. Conc. sun`. coarse mix
175.1
D., Class I, Type 2
10
Level Binder (Mach. Method)
87.6
Mix C, Type 2 (3/4")
12
Thermoplastic (24")
12.0
14
Aggregate shoulder, Type B
21.9
15
Bit. conc. driveway pav't
50.0
16
Bit. conc.driveway pav't rem.
50.0
Location
Pavement
Maintenance
No.
Street
From
To
Width
No.
Description
Quantity
10
Hollywood Bv.
Beach Dr.
_Length
Forest Rd.
1680
21
1
Frame & Grates
6.0
8
Bit. Materials: prime coat
392.0
9
Bit. Conc. surf. coarse mix
323.4
D., Class I, Type 2
10
Level Binder (Mach. Method)
161.7
Mix C, Type 2 (3/4')
12
Thermoplastic (24")
48.0
14
Aggregate shoulder, Type B
61.6
15
Bit. cone. driveway pav't
110.0
16
Bit. conc.driveway pav't rem.
110.0
11
Hunter Path
Broadway
Hilltop Blvd.
726
21
1
Frame & Grates
2.0
8
Bit. Materials: prime coat
169.4
9
Bit. Conc. surf. coarse mix
186.3
D., Class I, Type 2
10
Level Binder (Mach. Method)
69.9
Mix C, Type 2 (3/4")
12
Thermoplastic (24')
24.0
14
Aggregate shoulder, Type B
35.5
15
Bit. conc. driveway pav't
75.0
16
Bit. conc.driveway pav't rem.
75.0
12
Illiamna Tr.
Denali Tr.
West end
261
22
3
Bit. conc. surf. removal 2"
638.0
5
1 Reflective crack control
638.0
8
jBit. Materials: prime coat
63.8
9
Bit. Conc. surf. coarse mix
70.2
D., Class I, Type 2
12
Thermoplastic (24')
12.0
14
Aggregate shoulder, Type B
6.4
15
Bit. conc. driveway pav't
25.0
16
Bit. conc.driveway pav't rem.
25.0
13
IJudy Lane
John St.
Riverstream
683
24
17
Micro surfacing
1,834.0
14
K ne Ave.
Front St.
Center St.
604
24
1
Frame & Grates
2.0
8
Bit. Materials: prime coat
161.1
9
Bit. Conc. surf. coarse mix
177.2
D., Class 1, Type 2
10
Level Binder (Mach. Method)
88.6
Mix C, Type 2 (3/4')
12
Thermoplastic (24")
48.0
14
Aggregate shoulder, Type B
29.5
15
Bit. conc. driveway pav't
25.0
16
Bit. conc.driveway pav't rem.
25.0
Location
Pavement Maintenance
No.
Street
From
To
Length
Width
No.
Description
Quantity
15
Katmai Tr
North end
Chickaloon Dr.
429
24
5
Reflective crack control
1,144.0
8
Bit. Materials: prime coat
114.4
9
Bit. Conc. surf. coarse mix
94.4
D., Class I, Type 2
10
Level Binder (Mach. Method)
47.2
Mix C, Type 2 (3/4")
12
Thermoplastic (24")
12.0
14
Aggregate shoulder, Type B
10.5
15
Bit. cone. driveway pav't
25.0
16
Bit. conc.driveway pav't rem.
25.0
16
Lakeland Ave.
Home Ave.
Ramble Rd.
690
20
1
Frame & Grates
2.0
5
Reflective crack control
1,533.3
8
Bit. Materials: prime coat
153.3
9
Bit. Conc. surf. coarse mix
126.5
D., Class I, Type 2
10
Level Binder (Mach. Method)
63.3
Mix C, Type 2 (3/4")
12
IThermoplastic (24")
24.0
14
lAggregate shoulder, Type B
38.0
*t5
jBit. cone. driveway pav't
65.0
16
Bit. conc.driveway pav't rem.
65.0
17
Lincoln Ave.
Freund Ave.
Church St.
541
17
1
Frame & Grates
3.0
8
Bit. Materials: prime coat
102.2
9
Bit. Conc. surf. coarse mix
84.3
D., Class 1, Type 2
10
1 Level Binder (Mach. Method)
42.2
Mix C, Type 2 (3/4' )
12
Thermo plastic (24")
12.0
14
Aggregate shoulder, Type B
26.4
15
Bit. cone. driveway pav't
40.0
16
Bit. conc.driveway pav't rem.
40.0
18
Maple Ave.
Rt. 31
Freund Ave.
1225
24.8
1
Frame & Grates
1.0
5
Reflective crack control
3,375.6
8
Bit. Materials: prime coat
337.6
9
Bit. Conc. surf. coarse mix
278.5
D, Class I , Type 2
10
Level Binder (Mach. Method)
139.2
Mix C, Type 2 (3/4")
11
Thermoplastic (4")
250.0
12
Thermo plastic (24")
12.0
15
Bit. cone. driveway pav't
150.0
16
Bit. conc.driveway pav't rem.
150.0
Location
Pavement Maintenance
No.
street
From
To
Len th
Width
No. I
Description
Quantity
19
Martin Rd.
Rt.120
Ringwood Rd.
5036
21
8
Bit. Materials: prime coat
1,175.1
9
Bit. Conc. surf. coarse mix
969.4
D, Class I, Type 2
10
Level Binder (Mach. Method)
484.7
Mix C, Type 2 (3/4')
11 IThermoplastic
4")
10,072.0
12
Thermo plastic (24")
24.0
14
Aggregate shoulder, Type B
277.0
15
Bit. conc. driveway pav't
65.0
16
Bit. conc.driveway pav't rem.
65.0
20
Matenuska Tr.
Dead end
Tustamena Tr.
1812
28.5
3
Bit. conc. surf. removal 2"
5,738.0
5
Reflective crack control
5,738.0
8
Bit. Materials: prime coat
573.8
9
Bit. Conc. surf. coarse mix
473.4
D, Class I , Type 2
12
Thermo plastic (24")
12.0
15
Bit. Conc. driveway pav't
65.0
16
Bit. conc.driveway pav't rem.
65.0
21
Meadow Ln.
Shore Dr.
Prairie Ave.
376
29.7
1
Frame & Grates
4.0
2
Bit. Conc. surf. removal 1.5"
1,240.8
5
Reflective crack control
1,240.8
6
Comb. curb & gutter R&R
50.0
8
Bit. materials: prime coat
124.1
9
Bit. Conc. surf. coarse mix
102.4
D, Class I, Type 2
12
Thermo plastic (24")
12.0
13
Sodding special
3,008.0
22
North Ave.
Shore Dr.
Prairie Ave.
650
17
1
Frame & Grates
2.0
3
Bit. conc. surf. removal 2"
1,227.8
5
Reflective crack control
1,227.8
8
Bit Materials: prime coat _
122.8
9
Bit. Conc. surf. coarse mix
101.3
D, Class I , Type 2
10
Level Binder (Mach. Method)
50.6
Mix C, Type 2 (3/4")
12
Thermo plastic (24')
12.0
14
Aggregate shoulder, Type B
27.8
15
Bit. conc. driveway pav't
60.0
16
Bit. conc.driveway pav't rem.
60.0
23
Oak Ave.
Front St.
School Propert
951
20
1
Frame & Grates
3.0
5
Reflective crack control
2,113.3
8
Bit. Materials: prime coat
211.3
9
Bit. Conc. surf. coarse mix
174.4
D, Class I , Type 2
_
10
Level Binder (Mach. Method)
87.2
Mix C, Type 2 (3/4")
12
Thermoplastic (24")
36.0
14
Aggregate shoulder, Type B
52.3
15
16it. conc. driveway pav't
60.0
16
1 Bit. conc.driveway pav't rem.
60.0
Location
Pavement
Maintenance
No.
Street
From
To
Length
Width
No.
Description
Quantity
24
Radcliff CL
East end
Bennington Ln.
535
28
8
Bit. Materials: prime coat
166.4
9
Bit. Conc. surf. coarse mix
183.1
D, Class I, Type 2
12
Thermoplastic (24')
12.0
14
Aggregate shoulder, Type B
26.2
15
Bit. cone. driveway pav't
30.0
16
Bit. conc.driveway pav't rem.
30.0
25
Riverstream
Judy Ln.
John St.
891
24
17
Micro surfacing
3,333.3
26
Rogers Ave.
Shore Dr.
Prairie Ave.
525
20
1
Frame & Grates
1.0
5
Reflective crack control
1,166.7
8
Bit. Materials: prime coat
116.7
9
Bit. Conc. surf. coarse mix
96.3
D, Class I , Type 2
10
Level Binder (Mach. Method)
48.1
Mix C, Type 2 (3/4')
12
Thermoplastic (24")
24.0
14
Aggregate shoulder, Type B
28.9
15
Bit. cone. driveway pav't
55.0
16
Bit. conc.driveway pav't rem.
55.0
27
St. Paul Ave.
Green St.
Dead end
1280
21
8
Bit. Materials: prime coat
298.7
9
Bit. Conc. surf. coarse mix
328.5
D, Class I, Type 2
12
Thermoplastic (24')
12.0
14
Aggregate shoulder, Type B
62.6
15
Bit. cone. driveway pav't
70.0
16
Bit. conc.driveway pav't rem.
70.0
28
Sycamore ct.
East end
Matanuska Tr.
604
32
3
Bit. conc. surf. removal 2"
2,147.6
5
Reflective crack control
2,147.6
8
Bit. Materials: prime coat
214.8
9
Bit. Conc. surf. coarse mix
177.2
D, Class I , Type 2
10
Level Binder (Mach. Method)
88.6
Mix C, Type 2 (3/4")
12
Thermoplastic (24")
12.0
15
Bit. conc. driveway pav't
35.0
16
Bit. conc.driveway pav't rem.
35.0
29
Third St.
James St.
Waukegan Rd.
924
22.1
1
Frame & Grates
1.0
5
Reflective crack control
2,268.9
8
Bit. Materials: prime coat
226.9
9
Bit. Conc. surf. coarse mix
187.2
D, Class I , Type 2
10
Level Binder (Mach. Method)
93.6
Mix C, Type 2 (3/4")
12
Thermoplastic (24")
72.0
14
Aggregate shoulder, Type B
50.8
15
Bit. conc. drivewaypav't
60.0
16
Bit. conc.driveway pav't rem.
60.0
Location
Pavement Maintenance
No.
Street
From
To
Len th
Width
No.
Description
Quantity
30
Virginia
John St.
CountryClub D
1119
19
1
Frame & Grates
5.0
3
Bit. Conc. surf. removal 2"
2,362.3
8
Bit. Materials: prime coat
236.2
9
Bit. Cone. surf. coarse mix
194.9
D, Class 1, Type 2
10
Level Binder (Mach. Method)
97.4
Mix C, Type 2 (3/4')
12
Thermoplastic (24")
24.0
14
Aggregate shoulder, Type B
54.7
15 jBit.
conc. driveway pav't
100.0
16
Bit. conc.driveway pav't rem.
100.0
31 lWhiteoak
Ct.
South end
Whiteoak Dr.
284
27
8
Bit. Materials: prime coat
85.2
9
Bit. Conc. surf. coarse mix
93.7
D, Class I , Type 2
12 IThermoplastic
(24")
12.0
14 lAggregate
shoulder, Type B
13.9
15 jBit.
conc. driveway pav't
10.0
16 iBit.
conc.driveway pav't rem.
10.0
32
Whiteoak Dr.
West end
Whiteoak Ct.
1468
27
8
Bit. Materials: prime coat
440.4
9
Bit. Cone. surf. coarse mix
484.4
D, Class I , Type 2
12
Thermoplastic (24')
12.0
14
Aggregate shoulder, Type B
71.8
15
Bit. conc. driveway pav't
25.0
16
Bit. conc.driveway pav't rem.
25.0
33
lWood St.
Dead end
Crystal Lake
241
24
1
Frame & Grates
3.0
3
jBit. conc. surf. removal 2"
642.7
8
jBit. Materials: prime coat
64.3
9
Bit. Cone. surf. coarse mix
53.0
D, Class I, Type 2
10
Level Binder (Mach. Method)
26.5
Mix C, Type 2 (3/4')
12
Thermoplastic (24")
12.0
14
Aggregate shoulder, Type B
8.8
15
Bit. conc. driveway pav't
15.0
16
Bit. conc.driveway pav't rem.
15.0
Location
Pavement
Maintenance
No.
Street
From
To
Length
Width
No.
Description
Quantity
Totals
1
Frame & Grates I
EA
66.0
$ 225.00
2
Bit. conc. surf. removal 1.5"
SY
6304.4
$ 2.25
3
Bit. conc. surf. removal 2"
SY
12758.3
$ 2.75
4
Bit. cone, surf. removal 3"
SY
5442.0
$ 3.50
5.
Reflective crack control
SY
44513.0
$ 1.10
6
Comb. Curb & Gutter
LF
50.0
$ 16.00
7
PCC Driveways
SY
0.0
$ 36.00
8
Bit. Materials: prime coat
GAL
8929.02
$ 1.10
9
Bit. Conc. surf. coarse mix
TN
8124.29
$ 28.00
D., class I, Type 2
10
Level Binder (Mach. Method)
TN
2183.11
$ 30.00
Mix C, Type 2 (314")
11
Paint markings (4")
FT
10322.00
$ 0.55
12
Paint markings (24")
FT
756.00
$ 3.30
13
Sodding Special
LF
3008.00
$ 15.00
14
Aggregate shoulder, Type B
TN
1437.96
$ 12.55
15
Bit. conc, driveway pavement
SY
1678.10
$ 12.04
16
Bit. conc. driveway pav't rem.
SY
1678.10
$ 7.00
17
Micro surfacingi
ISY
5167.33
$ 1.85