R-34-03 05/12/03RESOLUTION
-31-613
RESOLUTION AUTHORIZING AWARD OF CONTRACT TO
LAKES & RIVERS CONTRACTING IN CONJUNCTION WITH THE
HERITAGE QUARRIES PEDESTRIAN BRIDGE PROJECT
WHEREAS, the Village of Lemont requires construction services for pedestrian bridges at
various locations along and across the Illinois & Michigan Canal; and
WHEREAS, the Village of Lemont seeks to utilize the construction firm of Lakes & Rivers
Contracting; and
WHEREAS, Lakes & Rivers Contracting has submitted a low bid for such work in the
amount of $272,918.20.
NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that the
award of contract with Lakes & Rivers Contracting is hereby approved.
PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF
THE VILLAGE OF LEMONT, COUNTIES OF COOK, WILL AND DUPAGE,
ILLINOIS, on this 12th day of May , 2003.
Debby Blatzer
Peter Coules
Brian Reaves
Steven Rosendahl
Ronald Stapleton
Jeanette Virgilio
Approved by me this
Attest:
AYES NAYS PASSED ABSENT
12th day of May , 2003.
IAZZA, Village
CHARLENE SMOLLEN, Village Clerk
Approved as to form:
JOHN ANTONOPOULOS, Village Attorney
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Page 1 Of 1
PROJECT NO : 02226
Lakes & Rivers Contracting
P.O. Box 67
Lemont, IL 60439
5% Bid Bond
D Construction, Inc.
1488 South Broadway
Coal City, IL 60416
5% Bid Bond
J.E.M. Morris Construction
49 W 102 US Highway 30
Big Rock, IL 60511
5% Bid Bond
Thomas M. Madden Co.
24 W 600 St. Charles Rd.
Carol Stream, IL 60188
5% Bid Bond
Illinois Constructors Corp.
P.O. Box 745
St. Charles, IL 60174
5% Bid Bond
Unit
Price
Amount
Unit
Price
Amount
Unit
Price
Amount
Unit
Price
Amount
Unit
Price
Amount
2.10
1,344.00
2.00
1,280.00
3.50
2,240.00
2.50
1,600.00
3.50
2,240.00
20.00
320.00
22.00
352.00
25.00
400.00
13.00
208.00
35.00
560.00
25.00
1,075.00
22.00
946.00
30.00
1290.00
17.00
731.00
45.00
1,935.00
105.00
630.00
80.00
480.00
150.00
900.00
75.00
450.00
100.00
600.00
21.85
2,949.75
25.00
3,375.00
40.00
5,400.00
60.00
8,100.00
30.00
4,050.00
20.50
8,200.00
25.00
10,000.00
100.00
40,000.00
50.00
20,000.00
54.00
21,600.00
Deleted
Deleted
Deleted
Deleted
Deleted
Deleted
Deleted
Deleted
Deleted
Deleted
52.86
3,700.20
45.00
3,150.00
50.00
3,500.00
70.00
4,900.00
45.00
3,150.00
30.65
7,509.25
45.00
11,025.00
40.00
9,800.00
45.00
11,025.00
40.00
9,800.00
300.00
16,800.00
700.00
39,200.00
800.00
44,800.00
850.00
47,600.00
2,000.00
112,000.00
2,000.00
20,000.00
2,100.00
21,000.00
1,200.00
12,000.00
990.00
9,900.00
1,400.00
14,000.00
1.00
7,600.00
2.00
15,200.00
1.00
7,600.00
2.00
15,200.00
0.95
7,220.00
I 72,800.00
72,800.00
70,000.00
70,000.00
74,100.00
74,100.00
75,000.00
75,000.00
106,000.00
106,000.00
I 48,000.00
48,000.00
52,000.00
52,000.00
48,300.00
48,300.00
58,000.00
58,000.00
75,000.00
75,000.00
I 46,000.00
46,000.00
51,000.00
51,000.00
47,200.00
47,200.00
57,000.00
57,000.00
74,000.00
74,000.00
I 24,650.00
24,650.00
26,000.00
26,000.00
24,250.00
24,250.00
31,000.00
31,000.00
38,000.00
38,000.00
1 7.60
3,040.00
7.00
2,800.00
5.00
2,000.00
20.00
8,000.00
15.00
6,000.00
1 54.00
2,700.00
65.00
3,250.00
75.00
3,750.00
210.00
10,500.00
42.50
2,125.00
1 3.00
2,100.00
4.00
2,800.00
4.00
2,800.00
7.00
4,900.00
3.75
2,625.00
1 7,500.00
1,500.00
10,000.00
2,000.00
4,500.00
900.00
5,900.00
1,180.00
7,500.00
1,500.00
1 2,000.00
2,000.00
3,500.00
3,500.00
1,200.00
1,200.00
3,000.00
3,000.00
3,000.00
3,000.00
0 272,918.20
319,358.00
332,430.00
368,294.00
485,405.00
272,918.20
319,358.00
332,430.00
368,294.00
485,405.00
-31.80
46,408.00
59,480.00
95,344.00
212,455.00
-0.01%
17 .00%
21.79%
34.93%
77 .84 %
inois ❑ 60527 ❑ 630 - 887 -8640 ❑ fax: 630 - 887 -0132
FRANK NOVOTNY & ASSOCIATES, /NC.
A V CONSUL TING C /V /L ENGINEERS
Mr. Gary Holmes, Administrator
Village of Lemont
418 Main Street
Lemont, Illinois 60439
Re: Heritage Quarries Pedestrian Bridges
Dear Gary:
February 28, 2003
Listed below and on the attached "Bid Tabulation ", please find the results of the bid
opening for the above - captioned project, as bid on February 27, 2003 @ 10:00 am. Five (5)
bids were received, tabulated and found to be correct.
Lakes & Rivers Contracting $ 272,918.20
D Construction, Inc. 319,358.00
J.E.M. Morris Construction 332,430.00
Thomas M. Madden Company 368,294.00
Illinois Constructors Corp. (I.C.S.) 485,405.00
Engineer's Estimate $ 272,950.00
An approximate breakdown of the cost for each installed bridge is as follows:
West Bridge (near Amato House) $ 63,000.00
Middle Long Bridge (Boyer Road) 63,000.00
Middle Short Bridge (Convent Creek) 45,000.00
East Bridge (IMTT) 112,000.00
(The reason that the East Bridge cost is so much is that it is 115 -feet long, versus the
standard 82 -foot long, and it is supported on 20 -foot caissons to bed rock.)
aC The low bid submitted by Lakes & Rivers Contracting in the amount of $272,918.20, is
0 $31.80 (0.01 %) below the Engineer's Estimate of $272,950.00. Lakes and Rivers Contracting is
2 qualified to perform this work. Once the grant monies are released, a recommendation for
award can be made.
0
825 midway drive ❑ wi
Please call if you have any questions regarding this matter.
Very truly yours,
FRAN
JLC /debi
Enclosure
cc: Mr. Stephen May, P.E., w /Enc.
Ms. Jeanette Virgilio, Trustee, w /Enc.
Project File No. 02226
AND ASSOCIATES, INC.
ar, P.E., P.L.S.
TABULATION OF BIDDERS
Frank Novotny & Associates, Inc.
PROPOSAL OF:
TYPE OF
SECURITY
AMOUNT OF
SECURITY
OWNER:
PROJECT:
JOB NUMBER:
DATE AND TIME OF
BID OPENING:
Village of Lemont
Heritage Quarries Pedestrian Bridges
02226
February 27, 2003 @ 10:00 am
--1
D Construction)
� �nG
� =�r���
PROPOSAL OF:
TYPE OF
SECURITY
AMOUNT OF
SECURITY
BIDDER'S
PROPOSAL
ENGINEER'S ESTIMATE
$272,950.00
--1
D Construction)
� �nG
� =�r���
` `
J �o
3/?' 3 ,'D
J
2
Gale Construction Co. of Illinois
3
Herlihy mid - Continent
- 4
Illinois Constructors Corp.
,Z.,or>d
,51,"
zJ' 3'o,
- 5
J.E.M. Morris Construction
b,,-)c/
j Z9
3) y3 is
.6
Lakes & Rivers Contracting
tir)�l
r ..
,� %U
g, 7i,' o't O
7
Perdel Contracting Corp.
- 8
Thomas M. Madden Company
k.�s -)c-%
s5-.
'3,92�� c
9
Western -Remac
10
11
12
13
14
15
16
17
18
19
20
Date: 2/27/03
OWNER:
TABULATION OF BIDS
Village of Lemont
PROJECT DESCRIPTION: Heritage Quarries Pedestrian Bridges
BID OPENING:
February 27, 2003 (07 10:00 AM
Page 1 Of 1
PROJECT NO : 02226
Engineers
Estimate
Lakes 8 Rivers Contracting
P.O. Box 67
Lemont, IL 60439
5% Bid Bond
D Construction, Inc.
1488 South Broadway
Coal City, IL 60416
5% Bid Bond
J.E.M. Moms Construction
49 W 102 US Highway 30
Big Rock, IL 60511
5% Bid Bond
Thomas M. Madden Co.
24 W 600 St. Charles Rd.
Carol Stream, IL 60188
5% Bid Bond
Illinois Constructors Corp.
P.O. Box 745
St. Charles, IL 60174
5% Bid Bond
Item
Unit
Unit
Unit
Unit
Unit
Unit
No
Description
Unit
Quantity
Price
Amount
Price
Amount
Price
Amount
Price
Amount
Price
Amount
Price
Amount
1
Perimeter Erosion Barrier
FOOT
640
4.00
2,560.00
2.10
1,344.00
2.00
1,280.00
3.50
2,240.00
2.50
1,600.00
3.50
2,240.00
2
Tree Removal (6 To 15 Units Diameter)
UNIT
16
40.00
640.00
20.00
320.00
22.00
352.00
25.00
400.00
13.00
208.00
35.00
560.00
3
Tree Removal (Over 15 Units Diameter)
UNIT
43
40.00
1.720.00
25.00
1,075.00
22.00
946.00
30.00
1,290.00
17.00
731.00
45.00
1,935.00
4
Tree Trunk Protection
EACH
6
200.00
1,200.00
105.00
630.00
80.00
480.00
150.00
900.00
75.00
450.00
100.00
600.00
5
Earth Excavation
C.Y.
135
30.00
4,050.00
21.85
2,949.75
25.00
3,375.00
40.00
5,400.00
60.00
8,100.00
30.00
4,050.00
6
Structure Excavation
C.Y.
400
35.00
14,000.00
20.50
8,200.00
25.00
10,000.00
100.00
40.000.00
50.00
20,000.00
54.00
21,600.00
7
Rock Excavation - Hand Method
C.Y.
250.00
Deleted
Deleted
Deleted
Deleted
Deleted
Deleted
8
Removal And Disposal Of Unsuitable Material
C.Y.
40.00
Deleted
Deleted
Deleted
Deleted
Deleted
Deleted
9
Porous Granular Embankment
C.Y.
70
22.00
1,540.00
52.86
3,700.20
45.00
3,150.00
5000
3,500.00
70.00
4,900.00
4500
3,150.00
10
Porous Granular Backfill
C.Y.
245
22.00
5,390.00
30.65
7,509.25
45.00
11,025.00
40.00
9,800.00
45.00
11,025.00
40.00
9,800.00
11 '
Concrete Bndge Per and Footing, Class SI Concrete
C.V.
56
250.00
14,000.00
300.00
16,800.00
700.00
39.200.00
800.00
44,800.00
850.00
47.600.00
2,000.00
112.000.00
12
Drilled Shaft Concrete Foundation, Class SI Concrete, 30"
C.V.
10
800.00
8,000.00
2,000.00
20,000.00
2,100.00
21.000.00
1,200.00
12,000.00
990.00
9,900.00
1.400.00
14,000.00
13
Reinforcement Bars
LBS.
7600
300
22,80000
1.00
7,600.00
2.00
15,200.00
1.00
7,60000
2.00
15,200.00
0.95
7,220.00
14
Pedestrian Bridge, Complete in Place, 115 Foot Length
EACH
1
70,000.00
70,000.00
72,800.00
72,800.00
70,000.00
70,000.00
74,100.00
74,100.00
75,000.00
75,000.00
106,000.00
106,000.00
15
Pedestrian Bridge, Complete in Place, 86 Foot Length
EACH
1
50,000.00
50,000.00
48,000.00
48,000.00
52,000.00
52,000.00
48,300.00
48,300.00
58,000.00
58,000.00
75,000.00
75,000.00
16
Pedestrian Bridge, Complete in Place, 82 Foot Length
EACH
1
47,000.00
47,000.00
46,000.00
46,000.00
51,000.00
51,000.00
47,200.00
47,200.00
57,000.00
57,000.00
74,000.00
74,000.00
17
Pedestrian Bridge, Complete in Place, 40 Foot Length
EACH
1
20,000.00
20.000.00
24,650.00
24,65000
26,000.00
26,000.00
24,250.00
24,250.00
31,00000
31,00000
38,000.00
38,000.00
18
Aggregate Surface Course, Type A, 6"
S.Y.
400
12.00
4,800.00
7.60
3,04000
7.00
2,800.00
5.00
2,000.00
2000
8.000.00
15.00
6,000.00
19
Stone Riprap, Class C1
C.Y.
50
30.00
1,500.00
54.00
2,700.00
65.00
3,250.00
75.00
3,750.00
210.00
10,500.00
42.50
2,125.00
20
Topsoil Furnish And Place, 4"
S.Y.
700
2.50
1,750.00
3.00
2,100.00
4.00
2,800.00
4.00
2,800.00
7.00
4,900.00
3.75
2,625.00
21
Seeding, Class 1
ACRE
0.2
5,000.00
1,000.00
7,500.00
1,500.00
10,000.00
2,000.00
4,500.00
900.00
5,900.00
1,180.00
7,500.00
1,500.00
22
Insurance Provisions - OCP- O (Special)
L.S.
1
1,000.00
1,000.00
2.000.00
2,000.00
3,500.00
3,500.00
1,200.00
1,200.00
3,000.00
3,000.00
3,000.00
3,00000
•
T o t a I s :
272,950.00
272,918.20
319,358.00
332,430.00
368,294.00
485,40.5.00
Bid Error Corrections:
Corrected Totals - - -
272,918.20
319,358.00
332,430.00
368,294.00
485,405.00
Over /Under - - - -
-31.80
46,408.00
59,480.00
95,344.00
212,455.00
Percent - - - -
-0.01%
17.00%
21.79%
34.93%
77.84%
PROPOSED 86 FT LENGTH x 10 FT WIDTH SINGLE
SPAN PEDESTRIAN BRIDGE OVER I & M CANAL.
END DECK ELEV. =587.0
SEE SHEET 6 FOR DETAILS.
EXISTING Q ALONG PROPOSED
BRIDGE ALIGNMENT
APPROXIMATE ROCK
ELEVATION =584±
'NORTH EN6 DECK ELEV 58Zi
SOUTH END DECK ELEV. =587.0
NORTH ANCHOR PAD ELEV. = 585.17
SOUTH ANCHOR PAD ELEV. - 585.17
PROJECT LOCATIO
NORTH FOOTING BOTTOM AT ELEV. =583.17
SOUTH FOOTING BOTTOM AT ELEV. =583.17
TYPICAL SECTION
HORZ. 1"=6V
VERT 1 " =10'
QUARRY
(GREAT LAKES #1)
-2_
(N.W.L =579.3)
�1LNOIS & MICHIGAN
ANAL RESERVE
a
90'
TO AMATO HOUSE
ILLINOIS & MICHIGAN
CANAL
75'±
J
Z
U
VICINITY MA
P
ILLINOIS & MICHIGAN
CANAL RESERVE
90'±
QUAR
( #1)
2+50
PROVIDE 40 FT DO LE
ROW PERIMETER i;
EROSION BARRIER (SILT
FENCE) BOTH SIDES
END DE
BRIDGE
PAD EL
PROPOSED 10' WIDE
AGGREGATE PATHWAY,
TYPE A, 6" (87.' MAX.
Y LONGITUDINAL GRADE)
K ELEV. =587.0
,IER ANCHOR
-585.17
END DECK ELEV. =587.0
BRIDGE PIER ANCHOR
PAD ELEV. =585.17
PROPOSED 86 FT LENGTH x 10 FT
WIDTH SINGLE SPAN PEDESTRIAN
BRIDGE OVER I & M CANAL.
END DECK ELEV. =587.0
SEE SHEET 6 FOR DETAILS.
PLAN
HORZ. 1"=60'
APPROXIMATELY 2700 FEE
TO K.A. STEEL GATE FROM
BRIDGE LOCATION
SCALED LIMITS
OF B.F.E.
CONTAINED
WITHIN CANAL
PRISM
(H.W.L. =583. \)
OBSERVED H.W.L.
(1996) =585.0(±)
0
PROPOSED CONTOUR
ELEVATION
WEST
BRIDGE
LIST OF ADJACENT PROPERTY OWNERS
NO. NAME & ADDRESS
1. TESSIE LONIELLO, 14501 MAIN STREET, LEMONT, IL. 60439
PROJECT DESCRIPTION
VILLAGE OF LEMONT, IL.
HERITAGE QUARRIES BRIDGES
LOCATION
ON ILLINOIS Sc MICHIGAN CANAL
RESERVE STRIP — STEPHEN
STREET TO EAST LINE OF
SECTION 14
NCR FORM 426
10 AUG 95
DATE: 12/23/02 SHEET 1 OF 4
F ROPOSED 30 FT LENGTH x 10 FT WIDTH SINGLE
SPAN PEDESTRIAN BRIDGE OVER I & M CANAL.
END DECK ELEV. =592.5
MINIMUM BOTTOM CHORD ELEVATION= 590.67
SEE SHEET 6 FOR DETAILS.
EXISTING ALONG PROPOSED
BRIDGE ALIGNMENT
APPROXIMATE ROCK
ELEVATION =590±
STA. 2 +16(SOUTH)
= STA.1 +00(EAST)
V.a592.
ECX ELEV. =592.5
NORTH ANCHOR PAD ELEV. =590.67
SOUTH ANCHOR PAD ELEV. - 590.67
NO{tTH FOOTING BOTTOM AT ELEV. =588.67
SOUTH FOOTING BOTTOM AT ELEV. =588.67
TYPICAL SECTION
HORZ. 1 " =60'
VERT 1 " =10'
(N.W.L =578.3±)
ILLINOIS & MICHIGAN
CANAL RESERVE
90'
DROPOSED 10' WIDE )rti 4GGREGATE PATHWAY, TYPE A, 6" (a MAX.
_ONGITUDINAL GRADE)
`0 00
■
CC y iR
Q LN
Q a
0<
w
ILLINOIS & MICHIGAN
9+M CANAL
hl
69.6'
PROJECT LOCATIO
1.
K
0011 LOT
■r .uatSI
■408117
LLINOIS & MICHIGAN
CANAL SERVE
,yICINITY MAP
APPROXIMATE LIMITS OF
ILLINOIS & MICHIGAN
CANAL RESERVE
z
* n
BASE FLOOD. A
ELEVATION AT
ATERFALL= 594.0"
EXISTING
WATERFALL
FEATURE
l•� TY POLE
BASE FLOOD
ELEVATION =595.0
TRIBUTAY B TO
ILLINOIS &
MICHIGAN CANAL
FLOW
*
PROPOSED CONTOUR
ELEVATION (TYPICAL)
ROSION BARRIER (SIL
ENCE), BOTH END DECK ELEV. =5925
BRIDGE PIER ANCHOR
PAD ELEV.= 590.67 �
1
OW PERIMETER
ROVIDE 40 FT A � _
SIDES
41,4
PLAN'1'' '
HORZ. 1 " =60'
= STA.1 +00(EAST) 1
END DECK ELEV. =592.5
BRIDGE PIER ANCHOR
PAD ELEV. •590.67
il.
F .LENGTH x 10 FT
PAN PEDESTRIAN
& M CANAL.
. =592.5
M CHORD
SCALED LIMITS
OF B.F.E.
CONTAINED
WITHIN CANAL
PRISM
(H. W.L.= 582.5+)
s �
APPROXIMATELY 2400 FT±
TO WEST BRIDGE
OBSERVED H LL
(1.00R)-SR5 n( +)
MIDDLE
BRIDGE
LIST OF ADJACENT PROPERTY OWNERS
NO. NAME & ADDRESS
1. LEMONT INDUSTRIAL DEVELOPMENT
P.O. BOX 426, 14241 MAIN ST., LEMONT, IL. 60436
2. LEMONT INDUSTRIAL DEVELOPMENT
P.O. BOX 426, 11201 BOYER ST., LEMONT, IL. 60436
3. GAL ENT INC.
1090 HERMES AVE., LEMONT, IL. 60439
PROJECT DESCRIPTION
VILLAGE OF LEMONT, IL.
HERITAGE QUARRIES BRIDGES
LOCATION
ON ILLINOIS & MICHIGAN CANAL
RESERVE STRIP - STEPHEN
STREET TO EAST LINE OF
SECTION 14
\ICR FORM 426
10 AUG 95
DATE: 12/23/02 SHEET 2 OF 4
PROPOSED 40 FT LENGTH x 10 FT WIDTH SINGLE
SPAN PEDESTRIAN BRIDGE OVER 1 & M CANAL.
END DECK ELEV.= 596.97
MINIMUM BOTTOM CHORD ELEVATION= 595.60
SEE SHEET 6 FOR DETAILS.
STA. 2 +16(SOUTH) =STA.1 +00(EAST)
--\_.
(^\
/ 1
WEST ENO DECK ELEV. =596.97
EAST END DECK ELEV. =596.97
WEST ANCHOR PAD ELEV. =595.6
EAST ANCHOR PAD ELEV. =595.60
WEST FOOTING BOTTOM AT ELEV. =593.60
EAST FOOTING BOTTOM AT ELEV. =593.50
EXISTING C ALONG PROPOSED
BRIDGE ALIGNMENT
TYPICAL SECTION
HORZ. 1"=60'
VERT 1 " =10'
ILLINOIS & MICHIGAN
CANAL RESERVE
x �&
90'
APPROXIMATE ROCK
ELEVATION =590±
ILLINOIS & MICHIGAN
CANAL
69.6'
LLINOIS & MICHIGAN
CANAL RESERVE
VICINITY MAP
APPROXIMATE LIMITS OF
ILLINOIS & MICHIGAN
C NAL RESERVE
PROPOSED 40 FT LENGTH x 10 FT
AIDTH SINGLE SPAN PEDESTRIAN
B14IDGE OVER I & M CANAL.
END DECK ELEV.= 596.97
MINIMUM BOTTOM CHORD
ELEVA 10N= 595.60
BASE FLOOD ELEVAT1ON=594.4
SEE SHEET 6 FOR DETAILS.
BELOW FOR BRIDGE PROFILE
BASE FLOOD
ELEVATION =595.0
NOTE:
CCESS THIS BRIDGE
FROM BOYER STREET.
it
■
TRIBUTARY B TO
ILLINOIS &
" MICHIGAN CANAL
PROVIDE 40 FT DOUBLE
ROW PERIMETER
EROSION BARRIER (SILT
FENCE), BOTH SIDES
END DECK ELEV. =596.97
BRIDGE PIER ANCHOR
PAD ELEV. = 595.60
t BOTH SIDES)
- PROPOSED 10' VIDE
AGGREGATE PATHWAY,
TYPE A, 6" (6% MAX.
LONGITUDINAL GRADE)
5e
PLAN
i0RZ. 1 " =60' APPROXIMATELY 2400 FT±
TO WEST BRIDGE
SCALED LIMITS
OF B.F.E.
CONTAINED
WITHIN CANAL
PRISM
(H.W.L.= 582.51)
OBSERVED H.W.L.
(1996) = 585.0(±)
LIST OF ADJACENT PROPERTY OWNERS
NO. NAME & ADDRESS
1. LEMONT INDUSTRIAL DEVELOPMENT
P.O. BOX 426, 14241 MAIN ST., LEMONT, IL. 60436
2. LEMONT INDUSTRIAL DEVELOPMENT
P.O. BOX 426, 11201 BOYER ST., LEMONT, IL. 60436
3. GAL ENT INC.
1090 HERMES AVE., LEMONT, IL. 60439
NCR FORM 426
10 AUG 95
STA. 2 +16(SOU TH) =STA.1 +00(EAST)
PROPOSED CONTOUR
ELEVATION (TYPICAL)
MIDDLE
BRIDGE
PROJECT DESCRIPTION
VILLAGE OF LEMONT, IL.
HERITAGE QUARRIES BRIDGES
LOCATION
ON ILLINOIS & MICHIGAN CANAL
RESERVE STRIP - STEPHEN
STREET TO EAST LINE OF
SECTION 14
DATE: 12/23/02
SHEET 3 OF 4
PROPOSED 115 FT LENGTH x 10 FT WIDTH SINGLE
SPAN PEDESTRIAN BRIDGE OVER I & M CANAL.
END DECK ELEV. =584.5
SEE SHEET 6 FOR DETAILS.
EXISTING ALONG PROPOSED
BRIDGE ALIGNMENT
APPROXIMATE ROCK
ELEVATION =xt
SOUTH END DECK ELEV. =584.5
NORTH END DECK ELEV. =584.5
SOUTH ANCHOR PAD ELEV. =582.25
NORTH ANCHOR PAD ELEV. =582.25
\ ELEV. =583.40*
\ B.F.E. (SCALED) =582.51
B.F.E. (OBSERVED) =584.81
(N. W.L. =578.7±)
SOUTH FOOTING BOTTOM AT ELEV. =X
NORTH FOOTING BOTTOM AT ELEV. =X
TYPICAL SECTION
HORZ. 1"=60'
VERT 1 " =10'
END DECK ELEV. =584.5
BRIDGE PIER ANCHOR
PAD ELEV. - 582.25
ae
ILLINOIS & MICHIGAN
ANA r's.ESERVE
LLINOIS & MICHIGAN
10Cg.V8t
i. PROJECT LOCATION --
x. asav
.1118117
ILLINOIS & MICHIGAN
ANAIr013SERVE
,9
VICINITY MAP
PROPOSED 10' WIDE
AGGREGATE PATHWAY,
TYPE A, 6" (8% MAX.
NGITUDINAL GRADE)
Ing iiir 10,A a
VI OF
1 1W
10 ILITY POLE
c14.
J
<
1
2
PLAN
IORZ. 1"=60'
APPROXIMATE LIMITS OF ZONE A SCALED FROM
F.I.R.M. PANELS FOR OOK & DuPAGE COUNTIES
(EL.582.0 ±)
OBSERVED H.W.L. (1996) = 584.8(±) APPROXIMATELY 1900 FEET
TO IMTT GATE FROM BRIDGE
LOCATION
PROPOSED 115 FT LENGTH x 10 FT WIDTH SINGLE
SPAN PEDESTRIAN BRID E OVER I & M CANAL.
END DECK ELEV. =584.5
SEE SHEET 6 FOR DET ILS.
EAST
BRIDGE
LIST OF ADJACENT PROPERTY OWNERS
40. NAME & ADDRESS
I. IMTT LEMONT
P.O. BOX 727, 13589 MAIN ST., LEMONT, IL. 60439
2. METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO
111 E. ERIS ST., CHICAGO, IL. 60611 -2803
3. VALLEY LINE CO. C/O SEQUA
3 UNIVERSITY PLACE, HACKINSACK, NJ
PROJECT DESCRIPTION
VILLAGE OF LEMONT, IL.
HERITAGE QUARRIES BRIDGES
LOCATION
ON ILLINOIS & MICHIGAN CANAL
RESERVE STRIP - STEPHEN
STREET TO EAST LINE OF
SECTION 14
NCR FORM 426
10 AUG 95
DATE: 12/23/02 SHEET 4 OF 4
RESOLUTION R-- .�
RESOLUTION AUTHORIZING AWARD OF CONTRACT TO
LAKES & RIVERS CONTRACTING IN CONJUNCTION WITH THE
HERITAGE QUARRIES PEDESTRIAN BRIDGE PROJECT
WHEREAS, the Village of Lemont requires construction services for pedestrian bridges at
various locations along and across the Illinois & Michigan Canal; and
WHEREAS, the Village of Lemont seeks to utilize the construction firm of Lakes & Rivers
Contracting; and
WHEREAS, Lakes & Rivers Contracting has submitted a low bid for such work in the
amount of $272,918.20.
NOW, THEREFORE, BE IT RESOLVED, by the President and Board of Trustees that the
award of contract with Lakes & Rivers Contracting is hereby approved.
PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF
THE VILLAGE OF LEMONT, COUNTIES OF COOK, WILL AND DUPAGE,
ILLINOIS, on this 12th day of May , 2003.
Debby Blatzer
Peter Coules
Brian Reaves
Steven Rosendahl
Ronald Stapleton
Jeanette Virgilio
AYES NAYS PASSED ABSENT
CHARLENE SMOLLEN, Village Clerk
Approved by me this 12th day of May , 2003.
Attest:
JO ' ' IAZZA, Village
HARLENE SMOLLEN, Village Clerk
Approved as to form:
JOHN ANTONOPOULOS, Village Attorney