83-0504 Spring Streetscape AGREEMENT IN LIEU OF SPECIAL ASSESSMENT
This agreement, made and entered into on the IOC\ day of
, 1983, by and between the City of Elgin, an
Illinois municipal corporation and a home rule unit, hereinafter referred
to as "City"; and the undersigned owner of record of property hereinafter
described, hereinafter referred to as "Owner"; witnesseth:
WHEREAS, Owner and City mutually agree that it is necessary and
desirable to make local improvements along and upon the west side of
Spring Street between DuPage Street and Fulton Street and along and upon
the south side of Fulton Street east from Spring Street to the Chicago and
Northwestern Railroad tracks in the City of Elgin, Illinois, consisting of
street resurfacing, curb, gutter and sidewalk replacement, tree and light
installations and the closing of existing underground vaults; and
WHEREAS, said improvements could be paid for by special assessment
upon the adjoining properties benefitted thereby; and
WHEREAS, Owner is owner of record of certain real estate fronting
on that portion of Spring Street or Fulton Street proposed to be improved,
more specifically described as:
and commonly known as 43 Fountain Square Plaza and
which would be subject to special assessment in the event a special assess-
ment was levied; and
WHEREAS, City and Owner desire to enter into an agreement in lieu
of special assessment providing for the sharing of costs for the replacement,
construction and maintenance to the said portion of said Spring Street or
Fulton Street above described upon the terms and conditions contained herein;
and
WHEREAS, that portion of the cost of the proposed improvement to be
borne by Owner is anticipated to be less than the cost of making the improve-
ment by special assessment.
NOW, THEREFORE, it is agreed by and between City and Owner as follows:
1. For purpose of this agreement "abutting owners" shall be those
persons who are owners of record of the real property fronting and adjoining
the west side of Spring Street between I E4) fr! E !FPDi*^^ ctroo+ ;.' +hP
I A N fly;►,!:w `J S1 t
1670549 1984 FEB ! S PH 2. 00
{
_._. ! 670549
ri4 )114)
City of Elgin and the south side of Fulton Street from Spring Street east to
the Chicago and Northwestern Railroad tracks in the City of Elgin, Illinois.
2. City shall cause the construction of a local improvement in
the public right of ways known as Spring Street between DuPage Street and
Fulton Street in the City of Elgin, Illinois and in the public right of way
known as Fulton Street from Spring Street east to the Chicago and Northwestern
Railroad tracks in the City of Elgin, Illinois consisting of replacing side-
walks, where needed, filling and sealing vaults (those open areas immediately
adjoining owner's property under public rights of way) and relocating utilities
therein, replacement of existing curb, gutters and street lights with new
facilities, planting trees with tree grates and complete street resurfacing.
Said work shall be in substantial conformance with the improvements as shown
on the preliminary design plans entitled Streetscaping of DuPage Street,
Spring Street and Fulton Street prepared by the City engineering department
and dated February 1983 which plans are incorporated into this agreement as
if set out in full herein. Said construction shall begin no later than
July 1, 1983. Provided, however, the City shall have no duty to make or
cause said local improvements unless all abutting owners have entered into
agreement with the City on terms and conditions as contained herein, no
later than March 15, 1983.
3. In the event all abutting owners fail or refuse to enter into
a written agreement with the City on or before March 15, 1983 as provided
in paragraph 2 above, City, at City's option: 1) may proceed to make the
above described local improvements in which case this agreement shall remain
binding and effective; or, 2) may reject all agreements previously entered
into including this agreement for said local improvements in which case City
and Owner shall be released from the terms and conditions of this agreement.
4. Owner agrees to pay and shall pay $2,688.25 as
his share of the cost for said improvements. Payment shall be made in full
no later than July 1, 1983; provided Owner may, at Owner's option, pay
Owner's share of the cost of improvements by payment in ten installments with
interest at a rate of nine percent per annum. Interest on all outstanding
balance shall begin accruing on July 1, 1983. Should Owner choose to pay
by installment the first installment shall be due on or before January 2,
1984 and shall be a sum equal to $303.25
plus nine percent interest as provided above. All suhsennent inctallmantc
shall be made on or before January 2 of each subsequent year for nine (9)
-2-
6 7 0 5 4 9
2-670549 %�
subsequent years and shall be a-sum equal to - -$265.00
plus interest as provided above. Provided, that Owner may, at any time, pay
the entire outstanding balance, including any accrued interest and shall then
be relieved of any further obligations hereunder.
5. Owner's payment shall be made at the office of the City Finance
Director, 150 Dexter Court, Elgin, Illinois.
6. That this agreement, upon execution, shall be recorded with the
Recorder of Deeds at Kane County, Illinois and shall constitute and be con-
strued as a lien agreement in lieu of special assessment as security for
payment of Owner's share of the improvement described herein. This agreement
shall constitute a lien upon the property legally described herein to the
extent of and as security for Owner's commitment in paragraph 4 above until
same is paid in full. A legal description of property subject to said lien
is attached hereto and made a part hereof by reference. This agreement
shall be binding on Owners, successors, heirs and assigns.
KIt1 7
Owner
STATE OF ILLINOIS )
) SS
COUNTY OF KANE )
ACKNOWLEDGE[IENT
I, the undersigned, a Notary Public in and for said County, in
the State aforesaid, DO HEREBY CERTIFY that k.
personally known to me to be the same persons whose names are subs ibed
to the foregoing instrument appeared before me this day in person /and
acknowledged that they signed, sealed and delivered the said instrument
as their free and voluntary act, for the uses and purposes therein set
forth.
n under my hand and official seal this 46day of
��i• 1983.
(�DD7s/L---
c�cfrc.
Comnitsabn Expires
CFEJ I ,
BY 5i)
Attest:
ity Clerk
This Instrument Prepared by:
Daniel P. Blondin - -
City of Elgin
150 Dexter Court
Elgin, IL 60120-5555
312-695-6500
-3-
1 6 7 0 5 4 9
3-1670549
r e
43 FOUNTAIN SQUARE PLAZA
That part of T.O. Trigg' s Subdivision being a subdivision in part
of the Southeast Quarter of Section 14 and the Southwest Quarter
of Section 13, Township 41 North, Range 8 East described as follows:
lot 1 of T.O. Triggs Subdivision. Being situated in the City of
Elgin, Kane County, Illinois and containing 0.032 acres, more or
less.
16705149
r
AGREEMENT IN LIEU OF SPECIAL ASSESSMENT
This agreement, made and entered into on the 28 day of
, 1983, by and between the City of Elgin, an
Illinois municipal corporation and a home rule unit, hereinafter referred
to as "City"; and the undersigned owner of record of property hereinafter
described, hereinafter referred to as "Owner"; witnesseth:
WHEREAS, Owner and City mutually agree that it is necessary and
desirable to make local improvements along and upon the west side of
Spring Street between DuPage Street and Fulton Street and along and upon
the south side of Fulton Street east from Spring Street to the Chicago and
Northwestern Railroad tracks in the City of Elgin, Illinois, consisting of
street resurfacing, curb, gutter and sidewalk replacement, tree and light
installations and the closing of existing underground vaults; and
WHEREAS, said improvements could be paid for by special assessment
upon the adjoining properties benefitted thereby; and
WHEREAS, Owner is owner of record of certain real estate fronting
on that portion of Spring Street or Fulton Street proposed to be improved,
rnorc. specifically described as:
SEE ATTACHED
and commonly known as 61 Fountain Square Plaza and
which would be subject to special assessment in the event a special assess-
ment was levied; and
WHEREAS, City and Owner desire to enter into an agreement in lieu
of special assessment providing for the sharing of costs for the replacement,
construction and maintenance to the said portion of said Spring Street or
Fulton Street above described upon the terms and conditions contained herein;
and
WHEREAS, that portion of the cost of the proposed improvement to be
borne by Owner is anticipated to be less than the cost of making the improve-
ment by special assessment.
NOW, THEREFORE, it is agreed by and between City and Owner as follows:
1. For purpose of this agreement "abutting owners" shall be those
persons who are owners of record of the real property fronting and adjoining
the west side of Spring Street between DuPage Street and Fulton Street in the
1670549
0.1
City of Elgin and the south side of Fulton Street from Spring Street east to
the Chicago and Northwestern Railroad tracks in the City of Elgin, Illinois.
2. City shall cause the construction of a local improvement in
the public right of ways known as Spring Street between DuPage Street and
Fulton Street in the City of Elgin, Illinois and in the public right of way
known as Fulton Street from Spring Street east to the Chicago and Northwestern
Railroad tracks in the City of Elgin, Illinois consisting of replacing side-
walks, where needed, filling and sealing vaults (those open areas immediately
adjoining owner's property under public rights of way) and relocating utilities
therein, replacement of existing curb, gutters and street lights with new
facilities, planting trees with tree grates and complete street resurfacing.
Said work shall be in substantial conformance with the improvements as shown
on the preliminary design plans entitled Streetscaping of DuPage Street,
3p,1v.9 54i et and Fulton Street prepared by the City engineering department
and dated February 1983 which plans are incorporated into this agreement as
if set out in full herein. Said construction shall begin no later than
July 1, 1983. Provided, however, the City shall have no duty to make or
cause said local improvements unless all abutting owners have entered into
agreement with the City on terms and conditions as contained herein, no
later than March 15, 1983.
3. In the event all abutting owners fail or refuse to enter into
a written agreement with the City on or before March 15, 1983 as provided
in paragraph 2 above, City, at City's option: 1) may proceed to make the
above described local improvements in which case this agreement shall remain
binding and effective; or, 2) may reject all agreements previously entered
into including this agreement for said local improvements in which case City
and Owner shall be released from the terms and conditions of this agreement.
4. Owner agrees to pay and shall pay $1 ,371 .50 as
his share of the cost for said improvements. Payment shall be made in full
no later than July 1, 1983; provided Owner may, at Owner's option, pay
Owner's share of the cost of improvements by payment in ten installments with
interest at a rate of nine percent per annum. Interest on all outstanding
balance shall begin accruing on July 1, 1983. Should Owner choose to pay
by installment the first installment shall be due on or before January 2,
1984 and shall be a sum equal to $156.50
plus nine percent interest as provided above. All subsequent installments
shall be made on or before January 2 of each subsequent year for nine (9)
-2-
1 6 7 0 5 4 9
2-1670549
' r Awl
subsequent years and shall -be a-sum equal to $135.00
plus interest as provided above. Provided, that Owner may, at any time, pay
the entire outstanding balance, including any accrued interest and shall then
be relieved of any further obligations hereunder.
5. Owner's payment shall be made at the office of the City Finance
Director, 150 Dexter Court, Elgin, Illinois.
6. That this agreement, upon execution, shall be recorded with the
Recorder of Deeds at Kane County, Illinois and shall constitute and be con-
strued as a lien agreement in lieu of special assessment as security for
payment of Owner's share of the improvement described herein. This agreement
shall constitute a lien upon the property legally described herein to the
extent of and as security for Owner's commitment in paragraph 4 above until
same is paid in full. A legal description of property subject to said lien
is attached hereto and made a part hereof by reference. This agreement
shall be binding on Owners, successors, heirs and assigns.
)4C
7c,02 .,—
er
STATE OF ILLINOIS )
) SS
COUNTYOFKANE )
ACKNOWLEDGEMENT
I, the undersigned, a Notary Public in and for said County, in
the State aforesaid, DO HEREBY CERTIFY that Hi oL() -T- j t/6L ..
pe sally known to me to be the same persons whose names are subscribed
--64 f r�i.ng instrument appeared before me this day in person, and
et- � 1 that they signed, sealed and delivered the said instrument
as their Tree and voluntary act, for the uses and purposes therein set
forth.
Given under my hand and official seal this 2.8- day of:?
-re--z,� , 1983.
Commission Expires .141L{ 198 '
C ITY 1PF ELG N,
/ Lj
By ,fry, A,
Attest: -
i
ity er
This Instrument Prepared by:
Daniel P. Blondin
City of Elgin
150 Dexter Court
Elgin, IL 60120-5555
312-695-6500
-3-
1670546
7
Tax Number 06-14-435-006
06-14-435-002
The Difference (Partial )
61 Fountain Square Plaza
Elgin, IL 60120
That part of Lot 2 in Block 14 of the Original Town of Elgin, on the East
side of the Fox River, and Lots 4 and 6 and part of Lots 5 and 7 of T.O.
Trigg' s Subdivison of Lot 1 in Block 14 of James T. Gifford's Original
Plat of Elgin, all described as follows: Commencing at the Southeast
corner of said Lot 2; thence Southwesterly along a line at right angles
to the Easterly line of North Grove Ave. , to said Easterly line of North
Grove Avenue; thence Northwesterly along said Easterly line 49.08 feet
for the point of beginning; thence Easterly to a point on the South line
of said Lot 6, 39.3 feet West of the Southeast corner of said Lot 6; thence
East along said South line 39.3 feet to the Southeast corner of said Lot 6;
thence North along said East line of said Lots 6 and 4, 28 feet to the North-
east corner of said Lot 4; thence West along the North line of said Lots 4
and 5, 66 feet to the East line of said Lot 2; thence North along said East
line 2 feet to a point 62 feet South of the Northeast corner of said Lot 2,
thence West to a point on the Westerly Line of said Lot 2, 75 feet Southerly
of the Northwest corner thereof; thence Southeasterly along said Westerly
line to the point of beginning; in the City of Elgin, Kane County, Illinois
except that part thereof falling within Lot 4 and the North 8 feet of Lot 5
of T.O. Trigg' s Subdivision
AND
an undivided 5/15th interest in Lot 4 and the North 8 feet of Lot 5 of T.O.
Trigg's Subdivision of Lot 1 in Block 14 of James T. Gifford' s Original Plat
of Elgin, situated in the City of Elgin, Kane County, Illinois.
1674549 f
AGREEMENT IN LIEU OF SPECIAL ASSESSMENT
This agreement, made and entered into on the S day of
re-21)-1 LTG( r , 1983, by and between the City of Elgin, an
Illinois municipal corporation and a home rule unit, hereinafter referred
to as "City"; and the undersigned owner of record of property hereinafter
described, hereinafter referred to as "Owner"; witnesseth:
WHEREAS, Owner and City mutually agree that it is necessary and
desirable to make local improvements along and upon the west side of
Spring Street between DuPage Street and Fulton Street and along and upon
the south side of Fulton Street east from Spring Street to the Chicago and
Northwestern Railroad tracks in the City of Elgin, Illinois, consisting of
street resurfacing, curb, gutter and sidewalk replacement, tree and light
installations and the closing of existing underground vaults; and
WHEREAS, said improvements could be paid for by special assessment
upon the adjoining properties benefitted thereby; and
WHEREAS, Owner is owner of record of certain real estate fronting
on that portion of Spring Street or Fulton Street proposed to be improved,
more_ specifically described as:
SEE ATTACHED
and commonly known as 61 and 65 Fountain Square Plaza and
which would be subject to special assessment in the event a special assess-
ment was levied; and
WHEREAS, City and Owner desire to enter into an agreement in lieu
of special assessment providing for the sharing of costs for the replacement,
construction and maintenance to the said portion of said Spring Street or
Fulton Street above described upon the terms and conditions contained herein;
and
WHEREAS, that portion of the cost of the proposed improvement to be
borne by Owner is anticipated to be less than the cost of making the improve-
ment by special assessment.
NOW, THEREFORE, it is agreed by and between City and Owner as follows:
1. For purpose of this agreement "abutting owners" shall be those
persons who are owners of record of the real property fronting and adjoining
the west side of Spring Street between DuPage Street and Fulton Street in the
1 670549
City of Elgin and the south side of Fulton Street from Spring Street east to
the Chicago and Northwestern Railroad tracks in the City of Elgin, Illinois.
2. City shall cause the construction of a local improvement in
the public right of ways known as Spring Street between DuPage Street and
Fulton Street in the City of Elgin, Illinois and in the public right of way
known as Fulton Street from Spring Street east to the Chicago and Northwestern
Railroad tracks in the City of Elgin, Illinois consisting of replacing side-
walks, where needed, filling and sealing vaults (those open areas immediately
adjoining owner's property under public rights of way) and relocating utilities
therein, replacement of existing curb, gutters and street lights with new
facilities, planting trees with tree grates and complete street resurfacing.
Said work shall be in substantial conformance with the improvements as shown
on the preliminary design plans entitled Streetscaping of DuPage Street,
Spring Street and Fulton Street prepared by the City engineering department
dated February 1983 which plans are incorporated into this agreement as
ii set out in full herein. Said construction shall begin no later than
Jviy 1, 1983. Provided, however, the City shall have no duty to make or
cause said local improvements unless all abutting owners have entered into
agreement with the City on terms and conditions as contained herein, no
later than March 15, 1983.
3. In the event all abutting owners fail or refuse to enter into
written agreement with the City on or before March 15, 1983 as provided
in paragraph 2 above, City, at City's option: 1) may proceed to make the
above described local improvements in which case this agreement shall remain
binding and effective; or, 2) may reject all agreements previously entered
into including this agreement for said local improvements in which case City
and Owner shall be released from the terms and conditions of this agreement.
4. Owner agrees to pay and shall pay $2,792.25 as
his share of the cost for said improvements. Payment shall be made in full
no later than July 1, 1983; provided Owner may, at Owner's option, pay
Owner's share of the cost of improvements by payment in ten installments with
interest at a rate of nine percent per annum. Interest on all outstanding
balance shall begin accruing on July 1, 1983. Should Owner choose to pay
by installment the first installment shall be due on or before January 2,
1984 and shall be a sum equal to $317.25
plus nine percent interest as provided above. All subsequent installments
shall be made on or before January 2 of each subsequent year for nine (9)
-2-
I 6 7 0 5 4 9
2-I670549 iO
elyw
subsequent years and shall -be a-sum equal_to -_ 1275.00
. plus interest as provided above. Provided, that Owner may, at any time, pay
the entire outstanding balance, including any accrued interest and shall then
be relieved of any further obligations hereunder.
5. Owner's payment shall be made at the office of the City Finance
Director, 150 Dexter Court, Elgin, Illinois.
6. That this agreement, upon execution, shall be recorded with the
Recorder of Deeds at Kane County, Illinois and shall constitute and be con-
strued as a lien agreement in lieu of special assessment as security for
payment of Owner's share of the improvement described herein. This agreement
shall constitute a lien upon the property legally described herein to the
extent of and as security for Owner's commitment in paragraph 4 above until
same is paid in full. A legal description of property subject to said lien
is attached hereto and made a part hereof by reference. This agreement
shall be binding on Owners, successors, heirs and assigns.
J
0777
STATE OF ILLINOIS )
) SS
COUNTY OF KANE )
ACKNOWLEDGEMENT
I, the undersigned, a Notary Public in and for said County, in
the State aforesaid, DO HEREBY CERTIFY that ) / ,LD T s��l«
personally known to me to be the same persons whose names are subscribed
Utile. foregoing instrument appeared before me this day in person, and
acklowledged that they signed, sealed and delivered the said instrument
as their free and voluntary act, for the uses and purposes therein set
forth.
Given under my hand and official seal this .8' day of
_raJz , 1983.
Commission Expires yt , 198 .4
C OF IN
By�, ' A kik .
Attest:
City Clerk
This Instrument Prepared by:
Daniel P. Blondin
City of Elgin
150 Dexter Court
Elgin, IL 60120-5555
37.2-695-6500
-3-
1670549
Tax Number 06-14-435-007 &
06-14-435-003
The Difference (Partial ) & Bathtique
61 & 65 Fountain Square Plaza
Elgin, IL 60120
That part of Lots 2 and 3 in Block 14 of the Original Town of Elgin, on
the East Side of the Fox River, and part of Lots 5 and 7 and all of Lot 8
of T.O. Trigg' s Subdivision of Lot 1 in Block 14 of James T. Gifford' s
Original Plat of Elgin, all described as follows: Beginning at the South-
east corner of said Lot 8; thence West along the South line of said Lot 8,
66 feet to the Southwest corner thereof; thence Southwesterly along a line
at right angles to the East line of North Grove Avenue, to said Easterly
line of North Grove Avenue; thence Northwesterly along said Easterly line
49.08 feet; thence Easterly to a point on the North line of said Lot 7,
39. 3 feet West of the Northeast corner of said Lot 7; thence East along
said North line 39.3 feet to the Northeast corner of said Lot 7; thence
South along the East line of said Lots 7 and 8, 40 feet to the point of
beginning, in the City of Elgin, Kane County, Illinois.
1674549
AGREEMENT IN LIEU OF SPECIAL ASSESSMENT
This agreement, made and entered into on the 23Y4 day of
Fe-CoYvarj , 1983, by and between the City of Elgin, an
Illinois municipal corporation and a home rule unit, hereinafter referred
to as "City"; and the undersigned owner of record of property hereinafter
described, hereinafter referred to as "Owner"; witnesseth:
WHEREAS, Owner and City mutually agree that it is necessary and
desirable to make local improvements along and upon the west side of
Spring Street between DuPage Street and Fulton Street and along and upon
the south side of Fulton Street east from Spring Street to the Chicago and
Northwestern Railroad tracks in the City of Elgin, Illinois, consisting of
street resurfacing, curb, gutter and sidewalk replacement, tree and light
installations and the closing of existing underground vaults; and
WHEREAS, said improvements could be paid for by special assessment
upon the adjoining properties benefitted thereby; and
WHEREAS, Owner is owner of record of certain real estate fronting
on that portion of Spring Street or Fulton Street proposed to be improved,
more specifically described as:
SEE ATTACHED
and commonly known as 67 and 69 Fountain Square Plaza and
which would be subject to special assessment in the event a special assess-
ment was levied; and
WhTREAS, City and Owner desire to enter into an agreement in lieu
of special assessment providing for the sharing of costs for the replacement,
construction and maintenance to the said portion of said Spring Street or
Fulton Street above described upon the terms and conditions contained herein;
and
WHEREAS, that portion of the cost of the proposed improvement to be
borne by Owner is anticipated to be less than the cost of making the improve-
ment by special assessment.
NOW, THEREFORE, it is agreed by and between City and Owner as follows:
1. For purpose of this agreement "abutting owners" shall be those
persons who are owners of record of the real property fronting and adjoining
the west side of Spring Street between DuPage Street and Fulton Street in use
1,3
1670549
City of Elgin and the south side of Fulton Street from Spring Street east to
the Chicago and Northwestern Railroad tracks in the City of Elgin, Illinois.
2. City shall cause the construction of a local improvement in
the public right of ways known as Spring Street between DuPage Street and
Fulton Street in the City of Elgin, Illinois and in the public right of way
known as Fulton Street from Spring Street east to the Chicago and Northwestern
Railroad tracks in the City of Elgin, Illinois consisting of replacing side-
walks, where needed, filling and sealing vaults (those open areas immediately
adjoining owner's property under public rights of way) and relocating utilities
therein, replacement of existing curb, gutters and street lights with new
facilities, planting trees with tree grates and complete street resurfacing.
Said work shall be in substantial conformance with the improvements as shown
on the preliminary design plans entitled Streetscaping of DuPage Street,
Spring Street and Fulton Street prepared by the City engineering department
and dated February 1983 which plans are incorporated into this agreement as
if set out in full herein. Said construction shall begin no later than
July 1, 1983. Provided, however, the City shall have no duty to make or
cause said local improvements unless all abutting owners have entered into
agreement with the City on terms and conditions as contained herein, no
later than March 15, 1983.
3. In the event all abutting owners fail or refuse to enter into
a written agreement with the City on or before March 15, 1983 as provided
i paragraph 2 above, City, at City's option: 1) may proceed to make the
Cib6ve- ascribed local improvements in which case this agreement shall remain
binding and effective; or, 2) may reject all agreements previously entered
into including this agreement for said local improvements in which case City
and Owner shall be released from the terms and conditions of this agreement.
4. Owner agrees to pay and shall pay $3.530.25 as
his share of the cost for said improvements. Payment shall be made in full
no later than July 1, 1983; provided Owner may, at Owner's option, pay
Owner's share of the cost of improvements by payment in ten installments with
interest at a rate of nine percent per annum. Interest on all outstanding
balance shall begin accruing on July 1, 1983. Should Owner choose to pay
by installment the first installment shall be due on or before January 2,
1984 and shall be a sum equal to 1380.25
plus nine percent interest as provided above. All subsequent installments
shall be made on or before January 2 of each subsequent year for nine (9)
-2-
I 6 7 0 5 4
2-161054
g I q
Ael
subsequent years and shall be a-sum equal_to - $350.00- .
. plus interest as provided above. Provided, that Owner may, at any time, pay
the entire outstanding balance, including any accrued interest and shall then
be relieved of any further obligations hereunder.
5. Owner's payment shall be made at the office of the City Finance
Director, 150 Dexter Court, Elgin, Illinois.
6. That this agreement, upon execution, shall be recorded with the
Recorder of Deeds at Kane County, Illinois and shall constitute and be con-
strued as a lien agreement in lieu of special assessment as security for
payment of Owner's share of the improvement described herein. This agreement
shall constitute a lien upon the property legally described herein to the
extent of and as security for Owner's commitment in paragraph 4 above until
same is paid in full. A legal description of property subject to said lien
is attached hereto and made a part hereof by reference. This agreement
shall be binding on Owners, successors, heirs and assigns.
yL
p 6„,
„(
1\TE OF ILLIIy]�TS )
) SS
COUNTY OF KAN E )
ACKNOWLEDGEMENT
I, the undersigned, a Notary Public in d for id Coun ,
the State aforesaid, DO HEREBY CERTIFY that and
personally known to me to be the same personsinames ares seri ed
to the foregoing instrument appeared before me this day in person, and
ack. oLdegaa that they signed, sealed and delivered the said instrument
as theca- free- and voluntary act, for the uses and purposes therein set
forth.
Given under my hand and official seal this ;23 day of
�ebvu,�c,Ly , 1983.
CZ,.i:ez-rt 94- q- irge,-41J
,Cai,ttiOn Expires 7-107, , 1981‘....
CITY '' N
By A 1%116
.' test ':
City Clerk
This Instrument Prepared by:
Daniel P. Blondin
City of Elgin
150 Dexter Court
Elgin, IL 60120-5555
312-695-6500
-3-
1670549
Tax Number 06-14-435-008
John's Meat Market
Hair Attractions
67&69 Fountain Square Plaza
Elgin, IL 60120
That part of lot 3 in block 14 of the Original Town of Elgin, on the East
side of Fox River described as follows: Commencing at the northwest corner
of said block 14, thence southerly along the Westerly line of said block,
being along the East line of Grove Avenue 174 feet and 11 inches to the
point of beginning, thence easterly at right angles to the Westerly line
of said block, to Northerly line of lot 3, in said block, thence easterly
along the Northerly line of lot 3 to the northeast corner of said lot 3
being on the Westerly line of Spring Street, thence southerly along said
Easterly line of said lot 3, 22 feet, then westerly to a point in the
Westerly line of said lot 3, which is 45 feet 6 inches southerly from the
point of beginning, thence northerly along said Westerly line of said lot
3, 45 feet, 6 inches to the point of beginning in the City of Elgin, Kane
County, Illinois .
1070549 ��
r
eglik '111)
AGREEMENT IN LIEU OF SPECIAL ASSESSMENT
This agreement, made and entered into on the 234-61-day of
, 1983, by and between the City of Elgin, an
Illinois municipal corporation and a home rule unit, hereinafter referred
to as "City"; and the undersigned owner of record of property hereinafter
described, hereinafter referred to as "Owner"; witnesseth:
WHEREAS, Owner and City mutually agree that it is necessary and
desirable to make local improvements along and upon the west side of
Spring Street between DuPage Street and Fulton Street and along and upon
the south side of Fulton Street east from Spring Street to the Chicago and
Northwestern Railroad tracks in the City of Elgin, Illinois, consisting of
street resurfacing, curb, gutter and sidewalk replacement, tree and light
installations and the closing of existing underground vaults; and
WHEREAS, said improvements could be paid for by special assessment
upon the adjoining properties benefitted thereby; and
WHEREAS, Owner is owner of record of certain real estate fronting
on that portion of Spring Street or Fulton Street proposed to be improved,
mAre specifically described as:
SEE ATTACHED
and commonly known as 71 Fountain Square Plaza and
which would be subject to special assessment in the event a special assess-
ment was levied; and
WHEREAS, City and Owner desire to enter into an agreement in lieu
of special assessment providing for the sharing of costs for the replacement,
construction and maintenance to the said portion of said Spring Street or
Fulton Street above described upon the terms and conditions contained herein;
and
WHEREAS, that portion of the cost of the proposed improvement to be
borne by Owner is anticipated to be less than the cost of making the improve-
ment by special assessment.
NOW, THEREFORE, it is agreed by and between City and Owner as follows:
1. For purpose of this agreement "abutting owners" shall be those
persons who are owners of record of the real property fronting and adjoining
the west side of Spring Street between DuPage Street and Fulton Street in the
1670549 11
City of Elgin and the south side of Fulton Street from Spring Street east to
the Chicago and Northwestern Railroad tracks in the City of Elgin, Illinois.
2. City shall cause the construction of a local improvement in
the public right of ways known as Spring Street between DuPage Street and
Fulton Street in the City of Elgin, Illinois and in the public right of way
known as Fulton Street from Spring Street east to the Chicago and Northwestern
Railroad tracks in the City of Elgin, Illinois consisting of replacing side-
walks, where needed, filling and sealing vaults (those open areas immediately
adjoining owner's property under public rights of way) and relocating utilities
therein, replacement of existing curb, gutters and street lights with new
facilities, planting trees with tree grates and complete street resurfacing.
Said work shall be in substantial conformance with the improvements as shown
on the preliminary design plans entitled Streetscaping of DuPage Street,
Spring Street and Fulton Street prepared by the City engineering department
and dated February 1983 which plans are incorporated into this agreement as
if set out in full herein. Said construction shall begin no later than
July 1, 1983. Provided, however, the City shall have no duty to make or
cause said local improvements unless all abutting owners have entered into
a9r ement with the City on terms and conditions as contained herein, no
later than March 15, 1983.
3. In the event all abutting owners fail or refuse to enter into
a written agreement with the City on or before March 15, 1983 as provided
in paragraph 2 above, City, at City's option: 1) may proceed to make the
above described local improvements in which case this agreement shall remain
binding and effective; or, 2) may reject all agreements previously entered
into including this agreement for said local improvements in which case City
and Owner shall be released from the terms and conditions of this agreement.
4. Owner agrees to pay and shall pay $1 ,586.50 as
his share of the cost for said improvements. Payment shall be made in full
no later than July 1, 1983; provided Owner may, at Owner's option, pay
Owner's share of the cost of improvements by payment in ten installments with
interest at a rate of nine percent per annum. Interest on all outstanding
balance shall begin accruing on July 1, 1983. Should Owner choose to pay
by installment the first installment shall be due on or before January 2,
1984 and shall be a sum equal to $191 .50
plus nine percent interest as provided above. All subsequent installments
shall be made on or before January 2 of each subsequent year for nine (9)
-2-
1670549 ($
subsequent years and shall be g-sum equal to - $155.00
. plus interest as provided above. Provided, that Owner may, at any time, pay
the entire outstanding balance, including any accrued interest and shall then
be relieved of any further obligations hereunder.
5. Owner's payment shall be made at the office of the City Finance
Director, 150 Dexter Court, Elgin, Illinois.
6. That this agreement, upon execution, shall be recorded with the
Recorder of Deeds at Kane County, Illinois and shall constitute and be con-
strued as a lien agreement in lieu of special assessment as security for
payment of Owner's share of the improvement described herein. This agreement
shall constitute a lien upon the property legally described herein to the
extent of and as security for Owner's commitment in paragraph 4 above until
same is paid in full. A legal description of property subject to said lien
is attached hereto and made a part hereof by reference. This agreement
shall be binding on Owners, successors, heirs and assigns.
C17‘11'141 "/
STATE OF ILLINOIS )
) SS
COUNTY OFKANE )
ACKNOWLEDGEMENT
I, the undersigned, a Notary Public in . for sai , id n
the State aforesaid, DO HEREBY CERTIFY that . 1 a �
personally known to me to be the same persons,A' ose names are subscribed
to the foregoing instrument appeared before me this day in person, and
acknowledged that they signed, sealed and delivered the said instrument
as their free and voluntary act, for the uses and purposes therein set
forth.
Given under my hand and official seal this day of
, 1983.
'G mission Expires /a. , 198ye_.
CITY , dip
BY _. A. ♦ILA
Attest:
City Clerk
This Instrument Prepared by:
Daniel P. Blondin
City of Elgin
150 Dexter Court
Elgin, IL 60120-5555
312-695-6500
-3-
1670549
Tax Number 06-14-435-009
71 Fountain Square Plaza
Elgin, IL 60120
That part of Lot 3 in Block 14 of the Original Town of Elgin, on the East
side of the Fox River, described as follows: Commencing at the Northwest
corner of said Block; thence Southeasterly along the Southwesterly line
of said Block,220 feet 5 inches to the center line of a party wall as
established by instrument dated June 14, 1886 and recorded November 4,
1886 in Book 243 page 310 for the point of beginning; thence Northeasterly
along the center line of said party wall and said center line extended to
the Easterly line of said Lot; thence Southerly along the Easterly line
of said Lot to the Northeasterly corner of a tract of land conveyed to
Charles R. Hopson by deed dated October 18, 1889 and recorded November 7,
1889 in Book 279 page 591 as document 25939; thence Southwesterly along
the Northwesterly line of said Hopson track to the Southwesterly line of
said Lot; thence Northwesterly along the Southwesterly line of said Lot
to the place of beginning, in the City of Elgin, Kane County, Illinois.
1670549
AGREEMENT IN LIEU OF SPECIAL ASSESSMENT
This agreement, made and entered into on the-7-2-Y4 day of
V.z10Yock.j , 1983, by and between the City of Elgin, an
Illinois municipal corporation and a home rule unit, hereinafter referred
to as "City"; and the undersigned owner of record of property hereinafter
described, hereinafter referred to as "Owner"; witnesseth:
WHEREAS, Owner and City mutually agree that it is necessary and
desirable to make local improvements along and upon the west side of
Spring Street between DuPage Street and Fulton Street and along and upon
the south side of Fulton Street east from Spring Street to the Chicago and
Northwestern Railroad tracks in the City of Elgin, Illinois, consisting of
street resurfacing, curb, gutter and sidewalk replacement, tree and light
installations and the closing of existing underground vaults; and
WHEREAS, said improvements could be paid for by special assessment
upon the adjoining properties benefitted thereby; and
WHEREAS, Owner is owner of record of certain real estate fronting
on that portion of Spring Street or Fulton Street proposed to be improved,
nxre. specifically described as:
SEE ATTACHED
and commonly known as 73 Fountain Square Plaza and
which would be subject to special assessment in the event a special assess-
ment was levied; and
WHEREAS, City and Owner desire to enter into an agreement in lieu
of special assessment providing for the sharing of costs for the replacement,
construction and maintenance to the said portion of said Spring Street or
Fulton Street above described upon the terms and conditions contained herein;
and
WHEREAS, that portion of the cost of the proposed improvement to be
borne by Owner is anticipated to be less than the cost of making the improve-
ment by special assessment.
NOW, THEREFORE, it is agreed by and between City and Owner as follows:
1. For purpose of this agreement "abutting owners" shall be those
persons who are owners of record of the real property fronting and adjoining
the west side of Spring Street between DuPage Street and Fulton Street in the
167O549
011
City of Elgin and the south side of Fulton Street from Spring Street east to
the Chicago and Northwestern Railroad tracks in the City of Elgin, Illinois.
2. City shall cause the construction of a local improvement in
the public right of ways known as Spring Street between DuPage Street and
Fulton Street in the City of Elgin, Illinois and in the public right of way
known as Fulton Street from Spring Street east to the Chicago and Northwestern
Railroad tracks in the City of Elgin, Illinois consisting of replacing side-
walks, where needed, filling and sealing vaults (those open areas immediately
adjoining owner's property under public rights of way) and relocating utilities
therein, replacement of existing curb, gutters and street lights with new
facilities, planting trees with tree grates and complete street resurfacing.
Said work shall be in substantial conformance with the improvements as shown
on the preliminary design plans entitled Streetscaping of DuPage Street,
Spring Street and Fulton Street prepared by the City engineering department
and dated February 1983 which plans are incorporated into this agreement as
if set out in full herein. Said construction shall begin no later than
July 1, 1983. Provided, however, the City shall have no duty to make or
cause said local improvements unless all abutting owners have entered into
ori-(he with the City on terms and conditions as contained herein, no
later than March 15, 1983.
3. In the event all abutting owners fail or refuse to enter into
a written agreement with the City on or before March 15, 1983 as provided
in paragraph 2 above, City, at City's option: 1) may proceed to make the
above described local improvements in which case this agreement shall remain
binding and effective; or, 2) may reject all agreements previously entered
into including this agreement for said local improvements in which case City
and Owner shall be released from the terms and conditions of this agreement.
4. Owner agrees to pay and shall pay $2,661 .00 as
his share of the cost for said improvements. Payment shall be made in full
no later than July 1, 1983; provided Owner may, at Owner's option, pay
Owner's share of the cost of improvements by payment in ten installments with
interest at a rate of nine percent per annum. Interest on all outstanding
balance shall begin accruing on July 1, 1983. Should Owner choose to pay
by installment the first installment shall be due on or before January 2,
1984 and shall be a sum equal to $276.00
plus nine percent interest as provided above. All subsequent installments
shall be made on or before January 2 of each subsequent year for nine (9)
-2-
I 6 7 0 5 4 9
2-I670549
r
subsequent years and shall -be a-sum equal_to $265.00 •,
. plus interest as provided above. Provided, that Owner may, at any time, pay
the entire outstanding balance, including any accrued interest and shall then
be relieved of any further obligations hereunder.
5. Owner's payment shall be made at the office of the City Finance
Director, 150 Dexter Court, Elgin, Illinois.
6. That this agreement, upon execution, shall be recorded with the
Recorder of Deeds at Kane County, Illinois and shall constitute and be con-
strued as a lien agreement in lieu of special assessment as security for
payment of Owner's share of the improvement described herein. This agreement
shall constitute a lien upon the property legally described herein to the
extent of and as security for Owner's commitment in paragraph 4 above until
same is paid in full. A legal description of property subject to said lien
is attached hereto and made a part hereof by reference. This agreement
shall be binding on Owners, successors hei and = igns.
i
er '
arFTE IutAo15 )
) SS
COUNTY OFKANE )
ACKNOWLEDGEMENT
I, the undersigned, a Notary Public and for said County, in
the State aforesaid, DO HEREBY CERTIFY that said,
personally known to me to be the same persons os names are subscribed
to the foregoing instrument appeared before me this day in person, and
acknowledged that they signed, sealed and delivered the said instrument
as their free and voluntary act, for the uses and purposes therein set
forth.
,00 t' ` S4ven, under my hand and official seal this of
. �_ . 1983. -� /
My Cammissk Expires 8cc 20 1983 6 111
fission Expires 198
C 4OF IN
BY A ' £ .Ale.1%.
Attest: ' _ •
4_,(tit•Ark./.9...ANJ
City
This Instrument Prepared by:
Daniel P. Blondin •
City of Elgin -
150 Dexter Court
Elgin, IL 60120-5555
312-695-6500
-3-
1 6 70549
Tax Number 06-14-435-010
Porfi ' s Restaurant
73 Fountain Square Plaza
Elgin, IL 60120
That part of Lot 3 in Block 14 of the Original Town of Elgin on the East
side of Fox River, described as follows: Commencing on the East line of
Grove Avenue at a point 22 feet along said line from the center of a
party wall on the South side of the Beckwith Building (being also 75 feet
9 inches from the South end of said lot as per the new building erected
by G.E. Daniels) ; thence northeasterly on a straight line to the West line
of Spring Street at a point distant south along said line 22 feet from the
North corner of Grote and Waldron's tract, (said corner being also the South-
east corner of the Beckwith lot) ; thence south along said line 22 feet to
the North corner of the Gould lot, formerly Daniels; thence westerly along
the North line of the Gould lot about 44 feet to the east line of Grove
Avenue; thence Northwesterly along said line 22 feet to the point of begin-
ning, in the City of Elgin, Kane County, Illinois.
1670549
f
A
AGREEMENT IN LIEU OF SPECIAL ASSESSMENT
This agreement, made and entered into on the � day of
f
/ 4 , 1983, by and between the City of Elgin, an
Ill' .- municipal corporation and a home rule unit, hereinafter referred
to as "City"; and the undersigned owner of record of property hereinafter
described, hereinafter referred to as "Owner"; witnesseth:
WHEREAS, Owner and City mutually agree that it is necessary and
desirable to make local improvements along and upon the west side of
Spring Street between DuPage Street and Fulton Street and along and upon
the south side of Fulton Street east from Spring Street to the Chicago and
Northwestern Railroad tracks in the City of Elgin, Illinois, consisting of
street resurfacing, curb, gutter and sidewalk replacement, tree and light
installations and the closing of existing underground vaults; and
WHEREAS, said improvements could be paid for by special assessment
upon the adjoining properties benefitted thereby; and
WHEREAS, Owner is owner of record of certain real estate fronting
on that portion of Spring Street or Fulton Street proposed to be improved,
mare_ specifically described as:
SEE ATTACHED
and commonly known as 79 Fountain Square Plaza and
which would be subject to special assessment in the event a special assess-
ment was levied; and
WHEREAS, City and Owner desire to enter into an agreement in lieu
of special assessment providing for the sharing of costs for the replacement,
construction and maintenance to the said portion of said Spring Street or
Fulton Street above described upon the terms and conditions contained herein;
and
WHEREAS, that portion of the cost of the proposed improvement to be
borne by Owner is anticipated to be less than the cost of making the improve-
ment by special assessment.
NOW, THEREFORE, it is agreed by and between City and Owner as follows:
1. For purpose of this agreement "abutting owners" shall be those
persons who are owners of record of the real property fronting and adjoining
the west side of Spring Street between DuPage Street and Fulton Street in the
1670549GO
folk Aml
City of Elgin and the south side of Fulton Street from Spring Street east to
the Chicago and Northwestern Railroad tracks in the City of Elgin, Illinois.
2. City shall cause the construction of a local improvement in
the public right of ways known as Spring Street between DuPage Street and
Fulton Street in the City of Elgin, Illinois and in the public right of way
known as Fulton Street from Spring Street east to the Chicago and Northwestern
Railroad tracks in the City of Elgin, Illinois consisting of replacing side-
walks, where needed, filling and sealing vaults (those open areas immediately
adjoining owner's property under public rights of way) and relocating utilities
therein, replacement of existing curb, gutters and street lights with new
facilities, planting trees with tree grates and complete street resurfacing.
Said work shall be in substantial conformance with the improvements as shown
on the preliminary design plans entitled Streetscaping of DuPage Street,
Spring Street and Fulton Street prepared by the City engineering department
and dated February 1983 which plans are incorporated into this agreement as
if set out in full herein. Said construction shall begin no later than
July 1, 1983. Provided, however, the City shall have no duty to make or
cause said local improvements unless all abutting owners have entered into
agreement with the City on terms and conditions as contained herein, no
later than March 15, 1983.
3. In the event all abutting owners fail or refuse to enter into
a written agreement with the City on or before March 15, 1983 as provided
in paragraph 2 above, City, at City's option: 1) may proceed to make the
above described local improvements in which case this agreement shall remain
binding and effective; or, 2) may reject all agreements previously entered
into including this agreement for said local improvements in which case City
and Owner shall be released from the terms and conditions of this agreement.
4. Owner agrees to pay and shall pay $2,114.75 as
his share of the cost for said improvements. Payment shall be made in full
no later than July 1, 1983; provided Owner may, at Owner's option, pay
Owner's share of the cost of improvements by payment in ten installments with
interest at a rate of nine percent per annum. Interest on all outstanding
balance shall begin accruing on July 1, 1983. Should Owner choose to pay
by installment the first installment shall be due on or before January 2,
1984 and shall be a sum equal to $224.75
plus nine percent interest as provided above. All subsequent installments
shall be made on or before January 2 of each subsequent year for nine (9)
-2-
r
A
I, 670549
04,1
subsequent years and shall be a-sum equal to _ $21.0:00 y `
plus interest as provided above. Provided, that Owner may, at any time, pay
the entire outstanding balance, including any accrued interest and shall then
be relieved of any further obligations hereunder.
5. Owner's payment shall be made at the office of the City Finance
Director, 150 Dexter Court, Elgin, Illinois.
6. That this agreement, upon execution, shall be recorded with the
Recorder of Deeds at Kane County, Illinois and shall constitute and be con-
strued as a lien agreement in lieu of special assessment as security for
payment of Owner's share of the improvement described herein. This agreement
shall constitute a lien upon the property legally described herein to the
extent of and as security for Owner's commitment in paragraph 4 above until
same is paid in full. A legal description of property subject to said lien
is attached hereto and made a part hereof by reference. This agreement
shall be binding on Owners, successors, heirs and assigns.
e
STATE OF ILLINOIS )
) SS
COUNTY OF KANE )
ACKNOWLEDGEMENT
I, the undersigned, a Notary Public in and for said County, in
the State aforesaid, DO HEREBY CERTIFY that vi G I o rL
personally known to me to be the same persons whose names areLibed
to the foregoing instrument appeared before me this day in person, and
acknowledged that they signed, sealed and delivered the said instrument
as their free and voluntary act, for the uses and purposes therein set
forth.
Given under my hand and official seal this cW day of
19-,P,t4 L, , 1983.
Cwanission Expires 5—/(a , 198 6
C CF
BY A
Attest:
4"-Af4%"--A --)
CityClerk
This Instrument Prepared by:
Daniel P. Blondin
City of Elgin
150 Dexter Court
Elgin, IL 60120-5555
312-695-6500
-3-
4A
167054 -:
Tax Number 06-14-435-012
House of Light &
Elgin Shoe Shine Parlor
79 Fountain Square Plaza
Elgin, IL 60120
Part of Lot 3 in Block 14, all of the plat entitled "Elgin" by James T.
Gifford as per plat thereof recorded in the Recorder's Office of Kane
County, Illinois, on February 11 , 1843, in Record 3, Page 267, bounded
as follows, to wit: Beginning at the South East corner of said lot,
thence West along the South line of said Lot,9 feet, 6 inches to the South
Westerly corner there of; thence Northerly along the Westerly line of said
Lot, 30 feet; thence North Easterly to a point in the East line of said
lot which is 88 feet Southerly from the North East corner of said lot, and
thence South along the East line of said lot to the point of beginning, in
the City of Elgin, Kane County, Illinois.
1670549 a
001
- r
AGREEMENT IN LIEU OF SPECIAL ASSESSMENT
This agreement, made and entered into on the 2` _ day of
rear , 1983, by and between the City of Elgin, an
Illinois municipal corporation and a home rule unit, hereinafter referred
to as "City"; and the undersigned owner of record of property hereinafter
described, hereinafter referred to as "Owner"; witnesseth:
WHEREAS, Owner and City mutually agree that it is necessary and
desirable to make local improvements along and upon the west side of
Spring Street between DuPage Street and Fulton Street and along and upon
the south side of Fulton Street east from Spring Street to the Chicago and
Northwestern Railroad tracks in the City of Elgin, Illinois, consisting of
street resurfacing, curb, gutter and sidewalk replacement, tree and light
installations and the closing of existing underground vaults; and
WHEREAS, said improvements could be paid for by special assessment
upon the adjoining properties benefitted thereby; and
WHEREAS, Owner is owner of record of certain real estate fronting
on that portion of Spring Street or Fulton Street proposed to be improved,
mare specifically described as:
SEE ATTACHED
and commonly known as Greater Elqin Senior Center @ 101 S. Grove Ave. and
which would be subject to special assessment in the event a special assess-
ment was levied; and
WHEREAS, City and Owner desire to enter into an agreement in lieu
of special assessment providing for the sharing of costs for the replacement,
construction and maintenance to the said portion of said Spring Street or
Fulton Street above described upon the terms and conditions contained herein;
and
WHEREAS, that portion of the cost of the proposed improvement to be
borne by Owner is anticipated to be less than the cost of making the improve-
ment by special assessment.
NOW, THEREFORE, it is agreed by and between City and Owner as follows:
1. For purpose of this agreement "abutting owners" shall be those
persons who are owners of record of the real property fronting and adjoining
the west side of Spring Street between DuPage Street and Fulton Street in the
c 7n
0.1
City of Elgin and the south side of Fulton Street from Spring Street east to
the Chicago and Northwestern Railroad tracks in the City of Elgin, Illinois.
2. City shall cause the construction of a local improvement in
the public right of ways known as Spring Street between DuPage Street and
Fulton Street in the City of Elgin, Illinois and in the public right of way
known as Fulton Street from Spring Street east to the Chicago and Northwestern
Railroad tracks in the City of Elgin, Illinois consisting of replacing side-
walks, where needed, filling and sealing vaults (those open areas immediately
adjoining owner's property under public rights of way) and relocating utilities
therein, replacement of existing curb, gutters and street lights with new
facilities, planting trees with tree grates and complete street resurfacing.
Said work shall be in substantial conformance with the improvements as shown
on the preliminary design plans entitled Streetscaping of DuPage Street,
Spring Street and Fulton Street prepared by the City engineering department
and dated February 1983 which plans are incorporated into this agreement as
if set out in full herein. Said construction shall begin no later than
July 1, 1983. Provided, however, the City shall have no duty to make or
cause said local improvements unless all abutting owners have entered into
agement with the City on terms and conditions as contained herein, no
later than March 15, 1983.
3. In the event all abutting owners fail or refuse to enter into
a written agreement with the City on or before March 15, 1983 as provided
in paragraph 2 above, City, at City's option: 1) may proceed to make the
above described local improvements in which case this agreement shall remain
binding and effective; or, 2) may reject all agreements previously entered
into including this agreement for said local improvements in which case City
and Owner shall be released from the terms and conditions of this agreement.
4. Owner agrees to pay and shall pay $3,990.25 as
his share of the cost for said improvements. Payment shall be made in full
no later than July 1, 1983; provided Owner may, at Owner's option, pay
Owner's share of the cost of improvements by payment in ten installments with
interest at a rate of nine percent per annum. Interest on all outstanding
balance shall begin accruing on July 1, 1983. Should Owner choose to pay
by installment the first installment shall be due on or before January 2,
1984 and shall be a sum equal to $435.25
plus nine percent interest as provided above. A11 subsequent installments
shall be made on or before January 2 of each subsequent year for nine (9)
-2-
11)
Ib70549
.011
subsequent years and shall -be a-sum equal_to - $395..00.
. plus interest as provided above. Provided, that Owner may, at any time, pay
the entire outstanding balance, including any accrued interest and shall then
be relieved of any further obligations hereunder.
5. Owner's payment shall be made at the office of the City Finance
Director, 150 Dexter Court, Elgin, Illinois.
6. That this agreement, upon execution, shall be recorded with the
Recorder of Deeds at Kane County, Illinois and shall constitute and be con-
strued as a lien agreement in lieu of special assessment as security for
payment of Owner's share of the improvement described herein. This agreement
shall constitute a lien upon the property legally described herein to the
extent of and as security for Owner's commitment in paragraph 4 above until
same is paid in full. A legal description of property subject to said. lien
is akkad9 hereto and made a part hereof by reference. This agreement
shall be binding on Owners, successors, heirs and assigns.
Owner U
STATE OF ILLINOIS )
) SS
COUNTY OF KANE )
ACKNOWLEDGE NT
I, the undersigned, a Notary Public ' for said • •. + , in
the State aforesaid, DO HEREBY CERTIFY tha
per5orkalkj known to me to be the same persons whose names are subs ,"bed
40L -foregoing instrument appeared before me this day in person, and
c-c,KA04edged that they signed, sealed and delivered the said instrument
as their free and voluntary act, for the uses and purposes therein set
forth.
Given under my hand and official seal this a day of
1 _be u..a_�/ , 1983.
,27
'Copy ssion' Expires 7-/c,/ , 198f.
C OF E I
.', By
Attest:
ity ler 11
This Instrument Prepared by:
Daniel P. Blondin
City of Elgin
150 Dexter Court
Elgin, IL 60120-5555
312-695-6500
-3-
I 7f549
t
e � �
Tax No. 06-13-309-001
Greater Elgin Senior Center
101 South Grove Avenue
Elgin, IL 60120
That part of Lots 8 and 19 in Block 13 of the Original Town of Elgin on
the East side of Fox River, described as follows: Beginning at the point
of intersection of East line of Spring Street with the South line of
Fulton Street; thence East along the South line of Fulton Street (Being
the North line of said Lots 19 and 8), 97.6 feet to a point 36 feet west
of the Northeast corner of said Lot 8; thence south parallel with the
East line of said Lot 8, 44.86 feet; thence west parallel with the South
line of said Fulton Street to the Easterly line of Grove Avenue; thence
Northerly along said Easterly Line to the East one of said Spring Street;
thence North along said East line of Spring Street, 44 feet to the point
of beginning, in the City of Elgin, Kane County, Illinois.
1670549 2P-0*
AGREEMENT IN LIEU OF SPECIAL ASSESSNIENW
This agreement, made and entered into on the 2/ day of
Cj. , 1983, by and between the City of Elgin, an
Illinois municipal corporation and a home rule unit, hereinafter referred
to as "City"; and the undersigned owner of record of property hereinafter
described, hereinafter referred to as "Owner"; witnesseth:
WHEREAS, Owner and City mutually agree that it is necessary and
desirable to make local improvements along and upon the west side of
Spring Street between DuPage Street and Fulton Street and along and upon
the south side of Fulton Street east from Spring Street to the Chicago and
Northwestern Railroad tracks in the City of Elgin, Illinois, consisting of
street resurfacing, curb, gutter and sidewalk replacement, tree and light
installations and the closing of existing underground vaults; and
WHEREAS, said improvements could be paid for by special assessment
upon the adjoining properties benefitted thereby; and
WHEREAS, Owner is owner of record of certain real estate fronting
on that portion of Spring Street or Fulton Street proposed to be improved,
--�� specifically described as:
SEE ATTACHED
and commonly known as Schneider' s Recreation @ 113 South Grove Ave. and
which would be subject to special assessment in the event a special assess-
ment was levied; and
WHEREAS, City and Owner desire to enter into an agreement in lieu
of special assessment providing for the sharing of costs for the replacement,
construction and maintenance to the said portion of said Spring Street or
Fulton Street above described upon the terms and conditions contained herein;
and
WHEREAS, that portion of the cost of the proposed improvement to be
borne by Owner is anticipated to be less than the cost of making the improve-
ment by special assessment.
NOW, THEREFORE, it is agreed by and between City and Owner as follows:
1. For purpose of this agreement "abutting owners" shall be those
persons who are owners of record of the real property fronting and adjoining
the west side of Spring Street between DuPage Street and Fulton Street in the
107054- 9
0041
City of Elgin and the south side of Fulton Street from Spring Street east to
the Chicago and Northwestern Railroad tracks in the City of Elgin, Illinois.
2. City shall cause the construction of a local improvement in
the public right of ways known as Spring Street between DuPage Street and
Fulton Street in the City of Elgin, Illinois and in the public right of way
known as Fulton Street from Spring Street east to the Chicago and Northwestern
Railroad tracks in the City of Elgin, Illinois consisting of replacing side-
walks, where needed, filling and sealing vaults (those open areas immediately
adjoining owner's property under public rights of way) and relocating utilities
therein, replacement of existing curb, gutters and street lights with new
facilities, planting trees with tree grates and complete street resurfacing.
Said work shall be in substantial conformance with the improvements as shown
on the preliminary design plans entitled Streetscaping of DuPage Street,
Spring Street and Fulton Street prepared by the City engineering department
and dated February 1983 which plans are incorporated into this agreement as
out in full herein. Said construction shall begin no later than
July 1, 1983. Provided, however, the City shall have no duty to make or
cause said local improvements unless all abutting owners have entered into
agreement with the City on terms and conditions as contained herein, no
later than March 15, 1983.
3. In the event all abutting owners fail or refuse to enter into
_:ten agreement with the City on or before March 15, 1983 as provided
in paragraph 2 above, City, at City's option: 1) may proceed to make the
above described local -improvements in which case this agreement shall remain
binding and effective; or, 2) may reject all agreements previously entered
into including this agreement for said local improvements in which case City
and Owner shall be released from the terms and conditions of this�,," agreement.
4. Owner agrees to pay and shall pay $7,075.75 i/ AN!'exi. as
his sh re of the cost for said improvements. Payment shall be made in full
,ater than July 1, 1983; provided Owner may, at Owner's option, pay
Owner's share of the cost of improvements by payment in ten installments with
interest at a rate of nine percent per annum. Interest on all outstanding
balance shall begin accruing on July 1, 1983. Should Owner choose to pay
by installment the first installment shall be due on or before January 2,
1984 and shall be a sum equal to $730.75 C//2 Kim,-tet
plus nine percent interest as provided above. All subsequent installments
shall be made on or before January 2 of each subsequent year for nine (9)
-2-
1 6 7 0 5 4 9
2-1670549 q,
subsequent years and shall -be a-sum equal to. -_ $705:00 0 ,4ef.o. i../en
1 `
. plus interest as provided above. Provided, that Owner may, at any time, pay
the entire outstanding balance, including any accrued interest and shall then
be relieved of any further obligations hereunder.
5. Owner's payment shall be made at the office of the City Finance
Director, 150 Dexter Court, Elgin, Illinois.
6. That this agreement, upon execution, shall be recorded with the
Recorder of Deeds at Kane County, Illinois and shall constitute and be con-
strued as a lien agreement in lieu of special assessment as security for
payment of Owner's share of the improvement described herein. This agreement
shall constitute a lien upon the property legally described herein to the
extent of and as security for Owner's commitment in paragraph 4 above until
same is paid in full. A legal description of property subject to said lien
is attached hereto and made a part hereof by reference. This agreement
shall be binding on Owners, successors, heirs and as 'gns.
-
Owner
STATE OF ILLINOIS )
) SS
COUN'T'Y OF KANE )
ACKNOWLEDGEMENT
I, the undersigned, a Notary Public ' d for said Co , in .
the State aforesaid, DO HEREBY CERTIFY that lG'' .LGA
personally known to me to be the same perso whose names ares scri ed
to the foregoing instrument appeared before me this day in person, and
acknowledged that they signed, sealed and delivered the said instrument
as their free and voluntary act, for the uses and purposes therein set
forth.
Given under my hand and official seal this a2- day of
, 1983.
. 'c4,1(447r-- 2).',1g ,/ii./
Co miission Expires /7 , 198.E.
C OF ,
iE ,
BY M ° • Y
Attest:
i
ity ler
This Instrument Prepared by:
Daniel P. Blondin
City of Elgin
150 Dexter Court
Elgin, IL 60120-5555
312-695-6500
-3-
h ate
H370549
•
Tax Number 06-13-309-002
Schneider's Recreation
113 S. Grove Ave.
Elgin, IL 60120
Lots 7,8 and 19 in block 13 of J.T. Gifford's plat of the Original Town of
Elgin on the East side of the Fox River, excepting therefrom that part of
said lots 8 and 19 described as follows: Commencing at the point of inter-
section of the east line of Spring Street with the south line of Fulton
Street, thence running easterly on the Southerly line of Fulton Street to
a point in the Southerly line of Fulton Street which is 36 feet distant
westerly from the Northeast corner of said lot 8, thence running southerly
on a line parallel with the Easterly line of said lot 8 for a distance of
44.86 feet, thence running westerly on a line parallel with the South line
of Fulton Street for a distance of 11 .9 feet, thence northerly on a line
parallel with the East line of said lot 8 for a distance of 0.86 feet,
thence running westerly on a line parallel with said South line of Fulton
Street to the easterly line of Spring Street, thence running northerly along
the Easterly line of Spring Street to the point of beginning, situated in
the City of Elgin county of Kane in the State of Illinois.
X070549 J .
AGREEMENT IN LIEU OF SPECIAL ASSESSMENT
This agreement, made and entered into on the 2 8 `day of
, 1983, by and between the City of Elgin, an
Illinois municipal corporation and a home rule unit, hereinafter referred
to as "City"; and the undersigned owner of record of property hereinafter
described, hereinafter referred to as "Owner"; witnesseth:
WHEREAS, Owner and City mutually agree that it is necessary and
desirable to make local improvements along and upon the west side of
Spring Street between DuPage Street and Fulton Street and along and upon
the south side of Fulton Street east from Spring Street to the Chicago and
Northwestern Railroad tracks in the City of Elgin, Illinois, consisting of
street resurfacing, curb, gutter and sidewalk replacement, tree and light
installations and the closing of existing underground vaults; and
WHEREAS, said improvements could be paid for by special assessment
upon the adjoining properties benefitted thereby; and
WHEREAS, Owner is owner of record of certain real estate fronting
on that portion of Spring Street or Fulton Street proposed to be improved,
MIDTE ,ri2fically described as:
SEE ATTACHED
and commonly known as parkingof on the South Side of Fulton Street and
East of Lot
Recreation
which would be subject to special assessment in the event a special assess-
ment was levied; and
WHEREAS, City and Owner desire to enter into an agreement in lieu
of special assessment providing for the sharing of costs for the replacement,
construction and maintenance to the said portion of said Spring Street or
Fulton Street above described upon the terms and conditions contained herein;
and
WHEREAS, that portion of the cost of the proposed improvement to be
borne by Owner is anticipated to be less than the cost of making the improve-
ment by special assessment.
NOW, THEREFORE, it is agreed by and between City and Owner as follows:
1. For purpose of this agreement "abutting owners" shall be those
persons who are owners of record of the real property fronting and adjoining
the west side of Spring Street between DuPage Street and Fulton Street in the
1 c 70549
te4 Am)
City of Elgin and the south side of Fulton Street from Spring Street east to
the Chicago and Northwestern Railroad tracks in the City of Elgin, Illinois.
2. City shall cause the construction of a local improvement in
the public right of ways known as Spring Street between DuPage Street and
Fulton Street in the City of Elgin, Illinois and in the public right of way
known as Fulton Street from Spring Street east to the Chicago and Northwestern
Railroad tracks in the City of Elgin, Illinois consisting of replacing side-
walks, where needed, filling and sealing vaults (those open areas immediately
adjoining owner's property under public rights of way) and relocating utilities
therein, replacement of existing curb, gutters and street lights with new
facilities, planting trees with tree grates and complete street resurfacing.
Said work shall be in substantial conformance with the improvements as shown
on the preliminary design plans entitled Streetscaping of DuPage Street,
Spring Street and Fulton Street prepared by the City engineering department
and dated February 1983 which plans are incorporated into this agreement as
if set out in full herein. Said construction shall begin no later than
July 1, 1983. Provided, however, the City shall have no duty to make or
cause said local improvements unless all abutting owners have entered into
agreement with the City on terms and conditions as contained herein, no
later than March 15, 1983.
3. In the event all abutting owners fail or refuse to enter into
a written agreement with the City on or before March 15, 1983 as provided
in paragraph 2 above, City, at City's option: 1) may proceed to make the
above described local improvements in which case this agreement shall remain
binding and effective; or, 2) may reject all agreements previously entered
into including this agreement for said local improvements in which case City
and Owner shall be released from the terms and conditions of this agreement.
4. Owner agrees to pay and shall pay $3,132.00 as
his share of the cost for said improvements. Payment shall be made in full
no later than July 1, 1983; provided Owner may, at Owner's option, pay
Owner's share of the cost of improvements by payment in ten installments with
interest at a rate of nine percent per annum. Interest on all outstanding
balance shall begin accruing on July 1, 1983. Should Owner choose to pay
by installment the first installment shall be due on or before January 2,
1984 and shall be a sum equal to $342.00
plus nine percent interest as provided above. All subsequent installments
shall be made on or before January 2 of each subsequent year for nine (9)
-2-
1 6 7 0 5 4 9
2-1070549
/IS subsequent years and shall .be a-su.m equal to
• plus interest as - 1-0.00
Provided above. Provided, that Owne the entire outs r �Y, at _
��e, including �Y time, pan
be relieved of ant' further obligations accrued interest and shall then
i8auons hereunder.
S. hr's Payment shall be made at the
office of the City Finance
Director, 1S0 Dexter
Court, Elgin, Illinois.
6. That this agreement, upon execution
Rec -daT of , shall be recorded with the
s at Kane County, Illinois and shall constitute
stud asagreementa lien agreement inlieu of and be con-
payment ofOwner's assessment as Security for
share of the improvement described herein,
the property g This agreement
shall constitute a lien upon
Proper legally described herein to the
extent of and as security for Owner' aras commitment in
paragraph 4 above until
same is paid in full. A legal description of
Property subject to said lien
QCiv41 kereto and made a part hereof by reference.
This agreement
snail be binding on Owners, successors, heirs and assigns.
/ ��
er
STATE OF ILLINOIS )
) SS
COUNTY OF KANE )
ACKNOWLEDGEMENT
I, the undersigned, a Notary Public in and for said County, in
the State aforesaid, DO HEREBY CERTIFY that p} rdc D 7, S��G.0 E.
personally known to me to be the same persons 'whose names are subscribed
to the foregoing instrument appeared before me this day in person, and
acknowledged that they signed, sealed and delivered the said instrument
as their free and voluntary act, for the uses and purposes therein set
forth.
Given under my hand and official seal this a$' 'day of
• �1 � , 1983.
Comaission Expires aye , 198 C . 1
C of , I ,
By At) iAANJ
Attest:
iityerk
This Instrument Prepared by:
Daniel P. Bloin
City of Elgin
150 Dexter Court
Elgin, IL 60120-5555
312-695-6500
-3-
vnri. n.
Tax Number 06-13-309-11
Parking Lot on the South Side of
Fulton Street East of Schneiders Recreation
Lot 6 (except that part described as follows: beginning at a point on the
East line of said Lot 6 that is 9.41 feet North of the Southeast corner
thereof; thence West 66 feet to a point on the West line of said Lot that
is 9.1 feet North of the Southwest corner of said Lot; thence East on the
South Line of said Lot, 66 feet to the Southeast corner thereof; thence
North on the East line of said Lot 9.41 feet to the point of beginning)
all in Block 13 of the Original Town of Elgin, on the East side of the
Fox River, in the City of Elgin, Kane County, Illinois.
1670549 g()
004 Afts
WHEREAS, said owners have agreed to participate in the financing of
said local improvements upon the terms and conditions contained in the
agreements which are attached hereto and made a part hereof by reference;
and
WHEREAS, the City of Elgin is a home rule unit pursuant to Article VII
of the 1970 Illinois Constitution and is thereby authorized and empowered to
exercise any power and perform any function pertaining to its government and
affairs; and
WHEREAS, entering into agreement in lieu of special assessment with
various property owners to provide for certain local improvements pertains
to the government and affairs of the City of Elgin; and
WHEREAS, both the owners and the City of Elgin will realize substantial
economic savings if the local improvements can be constructed by agreement
and without the use of a special assessment.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
ELGIN, ILLINOIS, that the City Manager and City Clerk be and are hereby
authorized, empowered and directed to execute the attached agreements, which
are hereby incorporated by reference.
BE IT FURTHER RESOLVED that the City Clerk shall cause these agreements
• tobe recorded in the Office of the Recorder of Deeds of Kane County.
• BE IT FURTHER RESOLVED that these agreements shall constitute a lien
upon the real property described in each agreement until the sums indicated
in paragraph 4 of the agreements are paid in full.
s/ Richard L. Verbic
Richard L. Verbic, Mayor
Presented: May 23, 1983
Adopted: May 23, 1983
Vote: Yeas 7 Nays 0
Recorded:
Attest:
s/ Marie Yearman
Marie Yearman, City Clerk
! 670549
RESOLUTION
AUTHORIZING EXECUTION OF AGREEMENTS WITH VARIOUS PROPERTY OWNERS
TO PROVIDE FOR LOCAL IMPROVEMENT ON SPRING, DuPAGE AND FULTON STREETS,
ELGIN, ILLINOIS
WHEREAS, it has been determined by the City Council of the City of
Elgin that it is necessary and desirable to make certain local improvements
along and upon the west side of Spring Street between DuPage Street and
Fulton Street and along and upon the south side of Fulton Street east from
Spring Street to the Chicago and Northwestern Railroad tracks in the City
of Elgin, Illinois, consisting of street resurfacing, curb, gutter and side-
walk replacement, tree and light installations and the closing of existing
underground vaults; and
WHEREAS, said improvements could be paid for by special assessment
upon the adjoining properties benefitted thereby; and
WHEREAS, the City Council of the City of Elgin desires to avoid a
special assessment by entering into agreement with the following owners
of the real property against which such special assessmelnt would be
levied:
Name Address
W. Alan Berg 43 Fountain Square Plaza
Al's Ice Cream Parlor
0
Harold T. Seigle 61 Fountain Square Plaza
The Difference •
Harold T. Seigle 61 F 65 Fountain Square Plaza
The Difference
No Name Deli & Ice Cream Parlor
John P. Schalz 67 & 69 Fountain Square Plaza
John's Meat Market
Hair Attractions
John P. Schalz 71 Fountain Square Plaza
Beer Brat Deli
Porfirio Salamanca 73 Fountain Square Plaza
Porfi's Restaurant
Victor Sarro 79 Fountain Square Plaza
Elgin Shoe Shine Parlor
Bettie Schoenholtz--Director 101 South Grove Avenue
Greater Elgin Senior Center
Marshall Schneider 113 South Grove Avenue
Schneider's Recreation
H. T. Seigle $ J. M. Roth Parking Lot on South Side of
Fulton, East of Schneider's
1670549 117
State of Illinois
County of Kane ss Certificate of City Clerk
City of Elgin
I, Marie Yearman, DO HEREBY CERTIFY that I am the City Clerk of the City of Elgin,
Illinois, and that as such City Clerk I am the keeper and custodian of the files and records of
said City of Elgin and the seal thereof.
I DO FURTHER CERTIFY that the attached is a full, true, and correct copy of
Resolution authorizing execution of agreements with
various property owners to provide for local improve-
ment on Spring, DuPage and Fulton Streets, Elgin,
Illinois,
the original of which is entrusted to my care for safe keeping.
In Witness Whereof,I have hereunto set my hand and affixed the corporate seal of the
City of Elgin at the said City in the Cbunty and State aforesaid this 1 6th day of
June , 19 83
Ci Clerk.
(SEAL)
! 670549
May 6, 1983
MEMORANDUM
TO: Leo Nelson, City Manager
FROM: Syed Ally, Civil Engineer II
RE: Agreements (in lieu of Special Assessment)
for Spring, DuPage & Fulton Streetscaping
Attached is a set of ten (10) agreements for these property owners
on the west side of Spring Street (DuPage to Fulton) and south side of
Fulton Street (Spring to C.&.N.W. tracks) who will be paying for part
of the streetscape project.
The addresses, property owners' names and amounts due are as
follows:
Property Owner & Name
Address or Location of Establishment Amount Due
43 Fountain Square Plaza W. Alan Berg $ 2,688.25
"Al 's Ice Cream Parlor"
61 Fountain Square Plaza Harold T. Seigle $ 1 ,371 .50
"The Difference" (Partial )
61 & 65 Fountain Square Plaza Harold T. Seigle $ 2,792.25
"The Difference" (Partial )
"No Name Deli & Ice Cream Parlor"
67 & 69 Fountain Square Plaza John P. Schalz $ 3,530.25
"John's Meat Market"
"Hair Attractions"
71 Fountain Square Plaza John P. Schalz $ 1 ,586.50
"Beer Brat Deli"
73 Fountain Square Plaza Porfirio Salamanca $ 2,661 .00
"Porfi 's Restaurant"
79 Fountain Square Plaza Victor Sarro $ 2,114.75
"Elgin Shoe Shine Parlor"
101 South Grove Avenue Bettie Schoenholtz- Director $ 3,990.25
"Greater Elgin Senior Center"
Property address -113 South Marshall Schneider $ 7,075. 75
Grove Avenue. Parking Lot "Schneider' s Recreation"
Faces Fulton Street
Parking Lot on south side H.T. Seigle & J.M. Roth $_•3,132.00
of Fulton Street east of
Schneider' s Recreation
Total $30,942.50
1670549 411
OW
Page 2
The property owners have the option of paying the total amount by
July 1 , 1983 or spread the payment over a ten year period. The interest
rate is 9% on the unpaid balance.
The owner of the private 8 foot wide alley between 43 and 61 Fountain
Square Plaza (Kinney Shoe Corporation, 233 Broadway, New York, N.Y. 10007)
sent a check for $545.50 as their share of the estimated cost of improve-
ment.
One property owner, Mr. Felix Reynoso who had his business at 75
Fountain Square Plaza went bankrupt. We have not been able to locate him.
His proportionate share of the improvement is $1 ,562.50. We have been in
consultation with Assistant Corporation Counsel regarding this matter. We
have also communicated rather extensively with the trustee of the bankruptcy
case and with the Small Business Administration (S.B.A.). Mr. Reynoso
borrowed money from S.B.A. to start his business. Neither party is willing
to sign the agreement.
We recommend acceptance of these agreements by the City Council . The
agreements will have to be recorded at the Kane County Recorder's office.
The bid came $79,254.23 lower than the estimate (Estimate -$355,504.90;
Bid -$276,250.67). We would recommend passing on the savings to property
owners on the same basis as McLean Boulevard (Eagle to Oakley) project.
After the construction is completed, we will submit the actual cost for
each property owner for consideration by the City Council .
SA:dd
Attachments
cc: Mel Dahl
Gary Miller
Jim Bolerjack
Marie Yearman
Dan Blondin
'oe
1, 670540
r
r
SPECIFICATIONS FOR
�• SPRING, DU PAGE AND
FULTON STREETSCAPING
.1.
4111
PREPARED BY
ENGINEERING DIVISION
DEPARTMENT OF PUBLIC WORKS
CITY OF ELGIN. ILLINOIS
APRIL I. 1983
r
INSTRUCTIONS TO BIDDERS
1: SPRING, DUPAGE AND FULTON STREETSCAPING
CITY OF ELGIN
ELGIN, ILLINOIS
r
I. PROPOSALS:
110 Proposals to be entitled for consideration must be made in accordance
with the following instructions:
Proposals shall be made on forms furnished. The wording of the proposal
form shall not be changed, altered or supplemented except in accordance
with the instructions. Proposals shall not contain any recapitulation of the
o, work to be done. All blank spaces shall be filled in and any erasures or
corrections in the Proposal must be initialed by the official signing the bid.
°•.. Proposals shall be sealed in an opaque envelope, marked and addressed as
follows:
"SPRING, DUPAGE AND FULTON STREETSCAPING
Submitted by
(Name of Bidder)
CITY OF ELGIN
Attention: Mr. Mike Sarro,
Purchasing Agent
•/' 150 Dexter Court
Elgin, IL 60120
�,. and shall be delivered or mailed in time for delivery by 11 :00 A.M. on Thursday
April 21 , 1983 at which time and place they will be publicly opened and read
aloud. Proposals received after the time for opening will not be considered.
Proposals must be sealed and signed by an authorized official of the
Contractor's organization, with the name of the official and his title typed
below the signature.
The City of Elgin, hereinafter referred as the City reserves the right to
award the contract to its best interest; to reject any or all proposals; to
waive any informalities or irregularity in bidding when such waiver is in the
interest of the City; and to hold the three lowest proposals, which shall
remain in force and effect, for a period of not less than thirty (30) days
after the opening date.
JP
II. BID SECURITY:
0111 Each Bid must be accompanied by a certified check or Bid Bond in the
amount of five (5) percent of the Bid, made payable to the City. Bid Bond
must be issued by a surety licensed to conduct business in the State of
Illinois. The Bid Security shall insure the execution of the Agreement and
OP the furnishing of Performance and Payment Bonds by the successful Bidder.
Such checks and/or bid bonds will be returned to all except the three
(P. lowest bidders within three days after the opening of bids, and the
remaining checks or bonds will be returned promptly after the City and the
accepted bidder have executed the Contract, or, if no award has been made
II. Bid Security: (Continued)
within thirty (30) days after the date of the opening of bids, upon
demand of the bidder at any time thereafter, so long as he has not
been notified of the acceptance of his bid.
The Bid Bond shall be placed with a surety company or companies
having a policyholder's rating not lower than "A" and a financial
rating not lower than "AA" in Best's Insurance Guide with key rating 1982.
411 III. BIDDING DOCUMENTS:
Each Contractor may purchase as many complete sets of drawings and
p specifications as he requires for bidding purposes, upon receipt of a
certified check drawn to the order of the City of Elgin, in the sum of
$25.00 per set. The cost of purchase will not be refunded.
PP Drawings and specifications will be available for reference at the
Purchasing Department of the City of Elgin, 150 Dexter Court, Elgin, IL.
,w Qualification of Bidders
The City may make such investigations as it deems necessary to determine
-.... the ability of the Bidder to perform the Work, and the Bidder shall furnish
to the Owner all such information and date for this purpose as the Owner may
request. The Owner reserves the right to reject any Bid if the evidence
submitted by, or investigation of, such Bidder fails to satisfy the Owner
-a" that such Bidder is properly qualified to carry out the obligations of the
Contract Documents and to complete the Work contemplated therein. Conditional
Bids will not be accepted. Each Bidder shall submit on the form provided for
,1111 that purpose, a statement of Bidder's qualifications and other data as indicated.
IV. EXAMINATION OF THE SITE AND CONTRACT DOCUMENTS:
,w
Each bidder shall visit the site of the proposed work, fully acquaint
and familiarize himself with the conditions as they exist and the character
of the operations to be carried on under the proposed contract, and make
41' such investigation as he may see fit so that he shall fully understand the
facilities, physical conditions and restrictions attending the work under
the contract. Each bidder shall also thoroughly examine and become familiar
.10 with the drawings, specifications, associated bid documents and the addenda,
if any, and the site, and that from his own investigation he has satisfied
himself as to the nature and location of the work, the general and local
conditions, and all matters which may in any way affect the work or its
performance, and that as a result of such examination and investigation he
fully understands the intent and purpose of the documents and conditions
of bidding. Claims for additional compensation and/or extensions of time
,P because of the Contractor's failure to follow the fore going procedure and
to familiarize himself with the Contract Documents and all conditions which
might affect the work will not be allowed.
'P Should a bidder find discrepancies in, or omissions from the drawings
or specifications, or should he be in doubt as to their meaning, he should
at once notify the Purchasing Department in writing, Attention: Mr. Michael
00 Sarro, City of Elgin, 150 Dexter Court, Elgin, Illinois 60120, who will issue
necessary instruction to all bidders in the form of an addendum. All addenda
will become part of the Contract Documents.
No inquiry received within 48 hours of the time fixed for receipt of bids
will be given consideration. No oral interpretation will be made to any
bidder as to the meaning of any of the Contract Documents.
1: -2-
114, V. BIDDING PROCEDURES; SUBSTITUTIONS OF MATERIALS AND EQUIPMENT:
Proposals must be based on the products named in the specifications.
Should a bidder desire to use materials, equipment or processes other than
ik those specified, he should request approval in writing. No substitution
will be allowed without written approval .
r
VI. INFORMATION REQUIRED FROM BIDDERS:
OP Each bidder shall state in the Proposal :
A. Time for Completion of the Work: The number of calendar days
required to complete the contract work. The bidder shall use his best
OP judgment in estimating the time required to complete the work as expedi-
tiously and as economically as possible, consistent with good practice.
The project must be substantially completed prior to August 1 , 1983.
B. List of Subcontractors: Prior to award of contract, and upon
request by the City the successful bidder will be required to submit a
list of subcontractors by trades. The bidder will also certify that the
. 011 Bidder and all workmen, employees and Subcontractors he intends to use
are skilled and experienced in the type of construction represented by
the Contract Documents.
.w
VII. FORM OF AGREEMENT:
„a. The successful bidder will be required to execute a construction
contract in the form prescribed by the City.
VIII. PERFORMANCE BOND; LABOR AND MATERIAL PAYMENT BOND:
The Bidder to whom the award is made will be required to furnish
Performance and Labor and Material Payment Bonds in accordance with
the General Conditions. The Bidder shall deliver said Bonds to the
Owner within seven (7) days after the Notice of Award.
mOP IX. TAX EXEMPTION:
Specific attention is called to the provisions of the Use Tax Act
and Sales Tax or retailer's Occupation Tax Act of the State of Illinois
and the pertinent rules and regulations of the Department of Revenue of
the State of Illinois, which provide that the sale of building materials
to construction contractors for use in doing construction work for
„fir governmental bodies, including municipalities, are exempt from the Retailer's
Occupation Tax and the Use Tax of the State of Illinois. The Contractor
shall be responsible for providing proper certification in accordance with
the rules and regulations of the Department of Revenue that such materials
JP are exempt as being utilized in construction work for the Streetscaping
of DuPage, Spring and Fulton Streets of the City of Elgin, in order to take
advantage of such exemption.
JP
Bidders shall inform all prospective subcontractors and suppliers from
whom they expect to obtain proposals or quotations of the tax exempt status
OPP of the City as set forth above and request that they reflect anticipated
tax credits in their proposals or quotations.
Bidders shall evaluate the effect of the tax exempt status of the City on
the construction cost of the project and shall reflect anticipated tax credits
in their proposals.
-3-
IX. Tax Exemption: (Continued)
At the Contractor's request, following the award of the contract,
exemption certificates will be furnished by the City to the Contractor
with respect to the purchase of such taxable articles as may be
required by these specifications.
p
IP
p
#/
moiP
JP
p
-4-
GENERAL CONDITIONS
r Temporary Facilities:
1 . General : The General Contractor shall be responsible for arranging
ri for and providing general services and temporary facilities as
specified herein and as required for the proper and expeditious
prosecution of the work, including but not limited to:
P' 2. Temporary Offices: A temporary office will not be required.
3. Temporary Toilets: The Contractor shall , at the beginning of the
WI► work, make arrangements for suitable toilet facilities for his own
staff and for the use of all workmen on the job.
4. Temporary Storage: Suitable weathertight storage shall be provided
for materials that may be damaged by storage in the open.
Available space at the job site is limited. Consult with the City
. OP Engineer for areas to be allocated to storage.
5. Water: The City will furnish water for construction purposes. The
.11 Contractor shall make all arrangements for the temporary water service
connection and pay for all water used including a water meter.
6. Temporary Heating and Ventilation: The Contractor is responsible for
any temporary heating, ducts, etc. he may require for the construction
operations.
Arm 7. Fire Protection: Construction practices, including cutting and welding,
and protection during construction shall be in accordance with the
published standards of the Factory Insurance Association and the National
Fire Protection Association. The Contractor shall provide a sufficient
number of approved portable fire extinguishers, distributed about the
project, using nonfreeze type in cold weather.
► 8. Protective Coverings: The Contractor shall protect all finished surfaces
against any possible damage resulting from the conduct of work by all
trades. All damaged surfaces will be repaired, cleaned and/or refinished
at the Contractor's expense.
9. Temporary Sign: A job sign will not be required.
Grades, Lines and Levels:
JP The Contractor shall lay out any and all work on the project and set and
maintain required lines and levels for the guidance of all trades. The City
will furnish the finished grades.
JP
OP
L
t:
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1: Engineer's Approval :
Whenever in the Contract Documents "As Ordered", "As Directed",
"As Allowed", or words or phrases of like import are used, it shall be
ri understood that the order, direction, requirements, or allowance of the
Engineer is intended. Similarly, the words, "Approved", "Suitable",
"Acceptable", "Properly", or words of like effect and importance shall ,
unless otherwise particularly specified herein mean approved, suitable,
acceptable, or properly in the judgment of the Engineer.
Po Measurements and Dimensions:
Figured dimensions take precedence over scaled measurements. Larger
scale details and drawings take precedence over those of smaller scale.
Po The Contractor shall work to existing conditions at the site.
Discrepancies or Omissions:
AP
Should discrepancies exist between the drawings and specifications and/
or elsewhere in the Contract Documents, the Contractor shall consult the
Engineer for his decision regarding the proper construction before submitting
AP his proposal . Should the Contractor fail to consult the Engineer, he will
be required to furnish and install the work in accordance with any of the
methods or details shown or specified as the Engineer may direct without
.111 change in the contract amount.
Variations From Material Specified:
""11 Materials or products specified by name or manufacturer, brand name,
trade name, or catalog reference shall be the basis of the proposal sum
and furnished under the agreement unless changed by modifications thereto.
Where two or more materials are named, the option shall be with the
Contractor. Should the Contractor wish to use any materials or products
other than those specified, he shall submit with his proposal a letter
describing the proposed substitutions and stating how the Proposal Sum
would be changed, should such substitutions be accepted.
Color and Finish Samples:
When finished materials and surfaces are available in different colors
or finishes, or as otherwise requested, the Contractor shall submit samples
./� to the Engineer for approval . The finished work shall match approved samples
to the satisfaction of the Engineer. Samples to be submitted in duplicate.
Protection of Owner's Property, Neighboring Property and the General
Public:
The Contractor shall provide substantial protection for private property
JP liable to damage from building operations and shall maintain such protection
in place from the start of the work until substantial completion unless an
earlier removal is ordered by the City.
JP
The Contractor shall confine all building operations, storage of materials,
etc. , in the areas directed. The Contractor shall advise neighboring property
owners of construction. Contractor shall construct and maintain substantial
barriers to provide for the safety to the general public.
-6-
1: Vehicle and Pedestrian Access:
1 . Access to fire hydrants, water and gas valves shall always be
maintained. The Contractor's truck and equipment operations
on public streets shall be governed by all local traffic ordinances
and regulations of the Fire and Police Departments and the
Department of Public Works.
2. Where streets and walkways are partially obstructed, the
Contractor shall place and maintain temporary driveways, ramps,
P and crossings as necessary to accommodate the public. In the
event of the Contractor's failure to comply with the foregoing
provisions, the City may, with or without notice, cause the
same to be done and deduct the cost of such work from any monies
due or to become due the Contractor under this Contract, but the
performance of such work by the City shall serve in no way to
release the Contractor from his liability for the safety of the
AP traveling public.
3. Vehicular access: The Contractor shall take note that the street
must be kept open to vehicular traffic during construction.
4. Pedestrian access: The Contractor shall provide access to at least
one entry doorway to each place of business. The access may be a
wooden platform of nominal four foot width with guardrails 42" in
height or other methods meeting safety requirements.
-11P Permits:
The Contractor will apply for and secure all building permits required.
All fees will be waived for City permits.
Breakdown of Costs and Payments:
"'101 The Contractor is to furnish a breakdown of costs by pay items for pay-
ment. Each application for payment is to include a summary under the headings
Contract Costs, Amount Completed, Previous Payments Allowed, and Amount
4111 Requested, in accordance with the breakdown of costs by pay items. From each
payment 10% will be retained until 75% of the project is completed after
which retainage may be reduced to 5%. Payment of net amount less sums previously
paid will be made within approximately ten days after certification by the City
Engineer. With request for payment, Contractor shall furnish waivers of lien
from all parties concerned. Upon completion of work, City Engineer will issue
final certification of payment for up to 95% of total contract amount; final
payment of retained 5% will be made within thirty days of final certification
provided that all work is completed. Failure to furnish waivers of lien or
evidence of payment of all current accounts will cause payments to be withheld.
Insurance:
A. Insurance - General
KOP
All insurance required under these specifications shall be furnished
by an insurance company qualified to do business in the State of
,IIS Illinois and shall have a rating of A+XII as listed in the current
issue of A.M. Best's "KEY RATING GUIDE".
1: -7-
L
1:
B. Workmen's Compensation and Employers Liability Insurance
fw The Contractor shall procure and maintain in force during the
life of this contract, Workmen's Compensation Insurance as required
by the statutes of the State of Illinois for all of his employees
r engaged in the Work connected with this contract. If the Work
involves maritime or railroad exposure which requires coverage under
the Longshoreman's and Harbor Worker's Act or under the Maritime
and Federal Employers' Liability Act, in lieu of or in addition to
F Workmen's Compensation coverage, the Workmen's Compensation policy
shall be endorsed to provide such coverage. In addition, the
Workmen's Compensation policy shall be endorsed to define the scope
of coverage for the Contractor's corporate officers or partners if
required by the Workmen's Compensation Law of the State of Illinois.
The Contractor shall also procure and maintain in force during the
AP life of the contract, Employer's Liability Insurance in an amount
not less than $100,000.00. Before starting the work the Contractor
shall file with the City certificates of the above described
,P insurance, acceptable to the City.
C. Comprehensive General Liability Insurance
AP
The Contractor shall procure and maintain during the life of this
contract Comprehensive General Liability Insurance to protect from
claims for damages because of bodily injury, sickness, disease
or death of any person other than the Contractor's employees,
inciuding claims insured by personal injury liability coverage and
fro;; claims for injury or destruction of tangible property
including loss of use resulting therefrom - any and all of which
may arise out of or result from the Contractor's operations under
the contract whether such operations be by himself or by any sub-
AP contractor or anyone directly or indirectly employed by any of
them or for whose acts any of them may be legally liable. Such
insurance shall include coverage for:
AP 1 . Operation and Premises
2. Independent Contractor Protective Liability
3. Completed Operation - Products Liability
4. Contractual Liability
5. Explosion, Collapse or Underground Damage
The limits of liability for bodily injury including accidental death
shall be $500,000.00 per occurrence and a total limit of $500,000.00
for all Completed Operation - Products bodily injury claims during a
single policy year.
The limits of liability for property damage shall be $100,000.00 per
occurrence and $200,000.00 aggregate limit individually each for
Operations, Independent Contractor Protective, and Contractual for
JP each Project, and $200,000.00 aggregate limit for Completed
Operation - Products property damage during a single policy year.
J' Before starting the Work, the Contractor shall file with the City
certificates of the above described insurance, acceptable to the
City.
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In addition, the Contractor shall extend the above described
Completed Operation - Products Liability insurance coverage
to the end of the guarantee period and shall furnish the City
a certificate of insurance to that effect for the entire
guarantee period prior to final payment for Work done under
1: this contract.
D. Comprehensive Motor Vehicle Liability Insurance
1: The Contractor shall procure and maintain during the life of
this contract Comprehensive Motor Vehicle Liability Insurance
in an amount not less than $250,000.00 each person and $500,000.00
per occurrence for bodily injuries, including accidental death
and $100,000.00 for property damage for each occurrence. The
policy shall include coverage for owned, non-owned and hired motor
vehicles.
Before starting the Work, the Contractor shall file with the City
certificates of the above described insurance
E. Umbrella Excess Liability Insurance
The Contractor shall procure and maintain during the life of the
contract Umbrella Excess Liability Insurance in the single limit
of at least $2,000,000.00 for this specific project. This
insurance shall cover at least all risks described in the
Comprehensive General Liability and Comprehensive Motor Vehicle
Liability policies.
Before starting the Work, the Contractor shall file
with the City certificates of the above described insurance,
acceptable to the City.
F. Owner's Protective Public Liability Insurance
I! The Contractor shall procure and maintain during the life of the
contract, Owners' Protective Public Liability Insurance in the
name of the City to protect against claims for damages because
of bodily injury or death, and for property damage caused by
the Contractor or his Subcontractors including coverage for
costs of defense from all such claims. The limits of liability
for bodily injury including death shall be $1 ,000,000.00 per
occurrence.
The limits of liability for property damage shall be $250,000.00
per occurrence and $500,000.00 aggregate limits.
The Owners' Protective Public Liability Insurance Policy shall
include as additional named insured, the City and its consultants,
agents and employees.
G. Railroad Protective Public Liability Insurance
1: When the Contract Work includes construction crossing railroads,
the Contractor shall procure and maintain during the life of the
1: Contract Protective Public Liability Insurance in the name of the
railroad to protect against claims for damages because of bodily
-9-
injury or death and for property damage caused by the Contractor
1: or his Subcontractors. The form of the policy and the amount of
the liability coverage shall be determined by the railroads involved.
Before starting the Work, the Contractor shall file with each of
the named insured and the City a copy of the policy for the above
described insurance acceptable to the railroad.
H. All-Risk Builder's Risk Insurance
The Contractor shall procure and maintain in the name of the City
1: and the Contractor, as their respective interests may appear,
during the life of the contract, All-Risk Builder's Risk Insurance
on a Completed Value Basis in an amount not less than the contract
amount plus the value of all material furnished by parties other
than the Contractor for installation in the project to cover all
project structures and materials, supplies, machinery, equipment
and fixtures including the installation cost thereof which are
owned by the insured or for which the insured is legally liable.
This policy covers the property of the insured (a) while in
transit at the risk of the insured; (b) while on the premises of
construction or installation awaiting use in the construction or
awaiting the installation; (c) during construction, installation
or testing. This policy insures against all risk of direct
physical loss or damage to the property insured hereunder and
shall specially cover loss due to fire, wind, flood and collapse,
but may be subject to exclusion of losses from wear and tear,
misappropriation or other dishonest act by the insured, earthquake,
interruption of business, defective materials, collapse due to
faulty workmanship, war, nuclear reaction or radiation, insurrec-
tion, riot or civil disobedience.
The All-Risk Builder's Risk Insurance Policy shall include as
additional named insured, the City and its consultants, agents
and employees.
I. Subrogation Clause
The following subrogation clause shall appear in all policies of
insurance, "Subrogation Clause" - It is hereby stipulated that
this insurance shall not be invalidated should the insured waive
in writing prior to a loss any or all right of recovery against
any part for loss occurring to the property described herein.
J. Fire Insurance on Owned or Rented Equipment
The Contractor shall secure, pay for and maintain whatever Fire
or Extended Coverage Insurance he may deem necessary to protect
himself against loss of owned or rented capital equipment,
scaffoldings, stagings, towers and forms owned or rented by
Contractor. If the Contractor secures such insurance the
insurance policy shall include a waiver of subrogation clause
as follows:
"It is agreed that in no event shall this insurance company have
any right of recovery against the City".
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1:
K. Indemnification
The Contractor agrees to indemnify, defend, and save harmless the
City, its consultants, agents, and employees, from and against
all loss or expense (including costs and attorney's fees) by
reason of liability imposed by law upon the City,its consultants,
agents, and employees for damages because of bodily injury,
including death at any time resulting therefrom, sustained by
any person or persons or on account of damage to property,
1: including loss of use thereof, arising out of or in consequence
of the performance of this work, whether such injuries to person
or damage to property is due or claimed to be due to the
negligence of the Contractor, his Subcontractors, the City,its
consultants, agents, and employees, except only such injury or
damage as shall have been occasioned by the sole negligence of
the City, its agents and/or consultants.
Shop Drawings:
Each contractor shall submit with such promptness as to cause no delay
in his own work or in that of any other contractor or subcontractor, three
copies of all shop drawings and schedules required for the work of the
1: various trades. Generally, shop drawings will be required for all fabricated
work and for layout of piping and conduit. Each contractor is reminded of
his responsibility for checking and coordinating all shop drawings pertaining
to his contract for compliance with documents, dimensions , fit and for
coordination with other trades. Contractor shall make any corrections
required by the Engineer and file with him for corrected copies as may be
needed.
Acceptance of Preceding Work:
Before starting any operation, each contractor shall examine work
performed by others to which his work adjoins, or is applied, and will
report to the Engineer any conditions that will prevent satisfactory
accomplishment of his contract. Failure to notify, Engineer in writing,
of deficiencies or faults in preceding work will constitute acceptance
thereof and waiver of any claim of its unsuitability.
Supervision and Expediting:
The Contractor shall keep a competent superintendent on job at all
times when work is in progress. He shall have knowledge and control of
all trades. Superintendent shall be acceptable to the City Engineer and
shall not be changed without the City Engineer's consent.
1: The Contractor shall coordinate the operations of all trades and
subcontractors.
The Contractor shall place orders for materials and equipment
immediately on receipt of contract and follow up vigorously to insure
adequate and timely supply of work; perform all tracing and expediting
actions and arrange to get workmen and subcontractors on job at the proper
time to avoid delays. It is to be specifically noted that expediting
and coordination of the work are the complete responsibilities of the
Contractor, and not the City.
1:
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Special Cleaning:
In addition to general clean up required by the GENERAL CONDITIONS, the
Contractor shall clean all walks, streets, curbs and gutters as directed.
Project Record Documents:
In order to locate all buried and/or concealed work in the future,
record documents should be kept by the Contractor as follows:
1. Recording:
1: a. Label each document "PROJECT RECORD".
b. Keep record documents up to date
c. Do not permanently conceal any work until required
information has been recorded.
1: d. Legibly mark the Contract Drawings to record actual
construction and discovered conditions:
(1 ) Horizontal and vertical location of underground
utilities and appurtenances referenced to permanent
surface improvements.
(2) Location of internal utilities and appurtenances
concealed in construction referenced to visible
and accessible features of structure.
(3) Field changes of dimension and detail .
(4) Changes made by Change Order or Field Order.
(5) Details not on original Contract Documents.
e. Legibly mark the Specifications and Addenda to record:
(1 ) Manufacturer, trade name, catalog number, and
Supplier of each product and item of equipment
actually installed.
(2) Changes made by Change Order or Field Order.
(3) Other matters not originally specified.
f. Maintain all Shop Drawings as Record Documents.
1: 2. Submittal :
a. At the completion of the Project, the Contractor shall
deliver Record Documents to the City.
b. The submittal shall be made with a transmittal letter in
duplicate containing:
(1) Date
-12-
(2) Project title and number
(3) Contractor's name and address
(4) Title and number of each record document
(5) Certification that each document as submitted is
complete and accurate
(6) Signature of Contractor, or his authorized representative
Labor Law:
The General Contractor and each and every subcontractor performing
work at the site of the project to which this contract relates shall
comply with the applicable provisions of all pertinent Federal and State
Labor Laws.
I
C
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DIVISION 1 -- GENERAL REQUIREMENTS
SECTION 1A - SUMMARY OF THE WORK
lA-1 Description of Work
1. The Contractor shall perform all work necessary for the Streetscaping
of Spring Street (DuPage to Fulton) , DuPage Street (Spring to C. & N.W.
Railroad tracks) and Fulton Street (Spring to C. 6 N.W. Railroad tracks) .
1: The proposed improvement will consist of filling sidewalk vaults, where
necessary, new sidewalk, curb 6 gutter, new street lights, trees with
grates, one row of decorative paving bricks and resurfacing the streets.
1: The resurfacing on DuPage and Fulton Streets will be extended easterly
to Villa Street.
The parking lot adjacent to the Elgin Community College Building
(previously Sears Store) will be improved by removing and replacing
deteriorated base and resurfacing.
1A-2 Concurrent Work by Others
1. In conjunction with this project certain property owners may be
reconstructing their existing sidewalk vault areas.
2. Elgin Community College will be installing signs, gates and equipment
for parking tickets.
1A-3 Standard Specifications and Codes
1. The following Standard Specification shall govern the construction
of this project only to the extent that they are specifically incorpor-
ated by reference herein, and except as modified herein, or as modified
by the terms of applicable law.
Standard Specifications for Road and Bridge Construction, prepared by
the Department of Transportation of the State of Illinois, adopted by
the said department, October 1 , 1979, herein referred to as Standard
Specifications.
American Society for Testing Materials, (ASTM) current formally approved
standards for materials, definitions, practices, classifications and
specifications.
Standard Specifications for Traffic Control Items, prepared by the
Illinois Department of Transportation and adopted by said Department
on July 1 , 1981.
Standards of The American Association of Nurserymen.
National Electrical Code.
City of Elgin Code.
-14-
1A-3 Standard Specifications and Codes - Continued
2. In case of conflict: The Drawings shall take precedence over the
Standard Specifications; the Specifications herein shall take
precedence over the Standard Specifications and Drawings; and the
Federal , State and Local Codes shall take Precedence over all .
Nothing contained in these Contract Documents shall be interpreted
as directing, requiring or permitting the Contractor to ignore or
violate any applicable permit requirement, regulations, law or
ordinance issued by duly constituted federal , state or local
authority.
Where any legal requirements appear to conflict with any provisions
of the Contract Documents, the legal requirements in order of their
legal precedence shall govern over the requirements of the Contract
Documents.
1A-4 Utility Notification
The provisions of Standard Specifications, Article 105.07 shall apply.
In addition, prior to commencing construction, the Contractor shall con-
tact the Illinois Bell Telephone Company, the Northern Illinois Gas
Company, the City of Elgin, and the Commonwealth Edison Company to
secure utility locations and data. These utilities shall also be notified
at least 48 hours prior to any excavation in areas containing their
installations.
1A-5 Commencement and Completion
1: The Contractor shall commence work at the time stipulated by the Owner in
the Notice to Proceed to the Contractor. Such date shall be as soon as
possible after the contract is awarded. The work shall be fully completed
1: in accordance with the Work Completion Schedule established in consultation
with the Owner.
1A-6 Partial Use of Site Improvements
The owner, at its election, may give notice to the Contractor and place in
use those sections of the improvements which have been completed, inspected,
and can be accepted as complying with the Specifications and if in his
opinion, each such section is reasonably safe, fit and convenient, for the
use and accommodation for which it was intended, provided:
1. The use of such sections of the improvements shall in no way impede
the completion of the remainder of the work by the Contractor.
2. The Contractor shall not be responsible for any damages or maintenance
costs due directly to the use of such sections.
3. The use of such sections shall in no way relieve the Contractor of his
liability due to the use of defective materials or to poor workmanship.
4. The period of guarantee stipulated in the General Conditions, shall not
begin to run until the date of the final acceptance of all work which the
Contractor is required to construct under this contract.
1:
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DIVISION 2 -- SITE WORK
SECTION 2A - REMOVALS
Im 2A-1 Sidewalk and Curb Removal
1. Description:
This work shall consist of removing and disposing of existing curb,
1: and/or sidewalk, as specified in Section 617 of Standard Specifications.
2. Methods and Materials:
This work shall be performed in accordance with Section 617 of Standard
Specifications as modified herein.
1: Add the following to Article 617.02 of Standard Specifications:
The Contractor shall saw cut to the full thickness of the sidewalk
for removal at all joints so indicated on the plans. This work
shall be incidental to these removal items.
Removal of driveway pavement shall be considered and paid for
as sidewalk removal .
3. Basis of Measurement:
This work shall be measured as specified in Article 617.04 of Standard
Specifications.
4. Basis of Payment:
These items shall be paid for at the unit price for per lineal foot
1: Curb Removal , and per square foot for Sidewalk Removal .
2A-2 Bituminous Surface Removal (Butt Joint)
1: 1. Description:
The surface shall be sawcut at locations shown on the plans and the
1: material shall be removed without disturbing the adjacent pavement
surface. The removal area shall be primed in order to secure a good
butt joint.
2. Basis of Payment:
This work will be paid for at the contract unit price per square yard
for BITUMINOUS SURFACE REMOVAL (BUTT JOINT) .
2A-3 Bituminous Surface Removal (Special )
1. Description:
1: This work shall consist of removing the existing bituminous surface at
varying depths for a width of six feet on each side of street at the
gutter flag.
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1: 2A-3 Bituminous Surface Removal (Special) - Continued
The machine used for surface removal shall be a self-propelled grind-
ing machine capable of removing, in one pass, a layer of bituminous
material at least six feet (6' ) in width and 2 inches in depth. The
grinding machine shall be capable of accurately and automatically
establishing the grade for the variable depths required. It shall
also have an effective means for removing excess material from the
surface and for preventing any dust resulting from the operation from
escaping into the air.
1: The nature and condition of the equipment and the manner of performing
the work shall be such that the ground surface is not torn, gouged,
shoveled or otherwise injured by the grinding operations. Sufficient
cutting passes shall be made so that the profile (0" to 2" or the top
of old pavement, whichever is less) can be obtained to the satisfaction
of the Engineer. Removing the pavement to the required depth adjacent
to structures in the pavement surface, such as drainage castings and
utility covers, shall be accomplished in a manner satisfactory to the
Engineer, using machine or hand methods. Unless otherwise specified,
excess material resulting from the operation shall be removed and
disposed of as specified in Section 202.03 of the Standard Specifications.
1: Bituminous Surface Removal (Special) will be measured in place and the
area computed in square yards. The square yards measured will be paid
for only once regardless of the number of passes needed to remove the
material .
2. Basis of Payment:
This work will be paid for at the contract unit price per square yard for
BITUMINOUS SURFACE REMOVAL (SPECIAL) .
SECTION 2B - PAVING, SURFACING, VAULTS & SIDEWALKS
2B-1 Bituminous Concrete Binder Course and Leveling Binder
1. Description:
This item shall consist of furnishing and installing Bituminous Concrete
Binder Course and Leveling Binder in areas designated on plans or as
directed by the Engineer.
2. Methods and Materials:
This work shall be as specified for Bituminous Concrete Binder Course and
Leveling Binder (Machine Method) in accordance with section 406 of Stan-
dard Specifications and the attached Special Provisions. The contractor
will have the option of utilizing salvaged hot-mix bituminous mixtures
(hot-mix recycling) in accordance with attached Special Provisions. He
shall indicate in his proposals whether or not recycled material will be
1: used.
3. Basis of Payment:
These items shall be paid for per ton for Bituminous Concrete Binder
Course and Leveling Binder (Machine Method) as specified in Article 406.23
1: of Standard Specifications.
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1: 2B-2 Bituminous Mixture Complete
1. Description:
This work shall consist of furnishing and installing Bituminous Surface
Plant Mix in the parking lot adjacent to and south of the Elgin Community
1: College Building.
2. Methods and Materials:
This work shall be in accordance with Section 405 of Standard Specifications.
Material shall conform to Article 704.03 of said Standard Specifications.
The gradation of Coarse Aggregate shall be as follows:
Passing inch sieve 100%
Passing No. 4 sieve 60-85%
Passing No. 10 sieve 40-55%
Passing No. 40 sieve 15-35%
Passing No. 200 sieve 5-10%
Bituminous material shall be AC 5 (Viscosity Grade)
3. Basis of Payment:
This work will be paid for at the contract unit price per ton for BITUMINOUS
MIXTURE COMPLETE.
2B-3 Pavement Removal and Bituminous Replacement, 10"
This work shall comply with the appropriate articles of Section 620 of the
Standard Specifications, and shall be constructed to a depth of 10 inches.
This work shall be paid for at the contract unit price per square yard for
PAVEMENT REMOVAL AND BITUMINOUS REPLACEMENT, 10".
2B-4 Isolation Joints
1. Description:
This work shall consist of the construction of all working joints in
the areas of the streetscape portion of the project. Poured sealant
shall be installed by a qualified Contractor, approved by the Engineer
and customarily engaged in performing this work.
a. Joints: The vertical planes, either regular or irregular, between
adjacent, structurally separate portions of this project.
b. Working Joints: Those joints between members which are not rigidly
connected one to the other.
c. Building Front Joints: Any irregularities in building front lines
shall be made true at the sidewalk elevation with a mixture of
Portland Cement concrete prior to placement of joint material . This
work, if required, shall be considered incidental to the project.
-18-
1:
2B-4 Isolation Joints - Continued
im 2. Materials:
a. Joint Filler: Where the term "Joint Filler" without further
identification, appears on the plans or in these detail specifi-
cations it shall be understood to mean: Rescor; Ethafoam; or
sponge rubber, all as defined in this section.
b. Rescor: A thermosetting plastic expansion joint material of closed
cell structure, as manufactured by W. R. Meadows, Inc. , Elgin,
Illinois, or approved equal .
c. Ethafoam: A closed cell expanded polyethylene expansion joint
material , as produced by the Dow Chemical Company, or approved equal .
d. Poured Sealant: A two component urethane elastomer, Iso-Flex as
manufactured by Harry S. Peterson Company, Detroit, Michigan, 48203
or approved equal. This material shall be of the formulation and
grade as recommended by the manufacturer for this application.
The manufacturer shall certify to the following performance
requirements after the cure is complete:
Hardness - Shore A, ultimate 30 or greater,
Solids - 90 percent minimum.
Tack Free Time - 20 hours at 70 F.
Elongation - 150 percent minimum.
Consistency Type - self leveling.
Color - Grey.
e. Primer: The material to be used in conjunction with the poured
sealant described in Paragraph d. above. This shall be the material
recommended for use by the manufacturer of the material selected, in
accordance with Paragraph d. above.
f. Sponge Rubber: A resilient expansion joint material as manufactured
by W. R. Meadows, Inc. , Elgin, Illinois , 60120, or approved equal .
3. Construction Requirements:
a. The joints for above described materials are identified as isolation
joints on the plans.
Joint Filler: Rescor, Sponge Rubber, and/or Ethafoam shall be used
as joint filler. Rescor or Sponge Rubber shall be used in straight
joints. Ethafoam or Sponge Rubber shall be used in irregular joints.
These materials shall be placed to the full depth at the isolation
joints and the top elevation shall be accurately set to the depth
below finished surface which is required for application of poured
sealant.
4. Basis of Payment:
This work shall be considered incidental to the contract.
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1: 2B-5 Brick Pavers
re 1. Description:
This work shall consist of furnishing all labor, material and equipment
necessary to provide the brick paver system, in place, on a prepared
base.
2. Materials:
Brick pavers shall be manufactured by Whitacre-Greer, Waynesburg, Ohio;
or approved equal and shall be of the Candlelight color range as approved
by the Engineer.
The brick pavers shall be fired to produce a dense paver with an absorp-
tion of less than 4% (in a 24 hour cold water absorption test) , have a
compressive strength of not less than 12,000 psi and capable of with-
standing at least the equivalent of 100 cycles of freeze thaw conditions.
The brick pavers shall consist of the following type:
Square Brick shall be modular 8" x 8" x 1-1/8" (approximately,
7-3/4" x 7-3/4" x 1-1/8") in a running bond installed on a
latex concrete setting bed with a sand swept dry grout joint.
3. Construction Method:
a. All setting and grouting to be done by a qualified installer.
b. Provide a minimum 5 inch thick concrete base as specified for
concrete walk and screed surface below finished elevation to
allow for pavers and setting bed.
c. On base, place a setting bed mix made up of 1 bag Portland Cement,
100 lbs. sand (30-60 mesh) and 5 gal . Laticrete 4237 Tile Setting
Liquid, in which pavers are to be set, as manufactured by Laticrete
International , Inc. , Woodbridge, Connecticut.
d. Set pavers flat in pattern as directed with 3/8" joints, uniformly
spaced and in true surface. If any brick edge is 1/8" or more not
true, Contractor will be required to remove and relay all such
brick except near trees where bricks are to be laid in circular
patterns. Grouting mortar mix shall be 50 lbs. Laticrete Dry Bond
and 1 gallon Laticrete 3701 Admix. Color to be selected by the
Engineer. Mortar and grout additives shall be as manufactured by
Laticrete International , Inc. , Woodbridge, Connecticut. After
grouting, wipe surface of paver clean.
e. The setting and grouting mortars shall be weather, frost, shock and
chemical resistant and shall meet the following physical requirements:
Compressive strength 5,000 psi minimum
Bond strength 500 psi minimum
Water absorption 4.0% maximum
Ozone resistance at 200 hours
at 200 ppm No loss of strength
-20-
1:
2B-5 Brick Pavers - Continued
f. Keep pavers clean while laying and thoroughly clean walks every
night.
g. Cure as specified for concrete walks.
h. Joints: Material in Section 2B-4 shall be used in isolation joints.
All other joints between bricks and between bricks and curb shall be
filled with grout mortar.
4. Method of Measurement:
This work shall be measured in lineal feet in place.
5. Guarantee:
The manufacturer and/or installer shall guarantee to the Owner, at no
additional cost, the materials, system performance and construction
methods against all defects in structural quality, workmanship and
installing procedure of the brick paving system for pedestrian traffic
areas for a period of five years from the date of acceptance of the
system.
6. Basis of Payment:
This work as described above shall be paid for at the contract unit
price per lineal foot for Brick Pavers, which price shall be payment
in full for all labor, material and equipment.
SECTION 2C - VAULTS
2C-1 Closing Wall Openings
The openings in the walls of vaults under the sidewalks and leading to
basements of adjacent buildings will be closed by others.
2C-2 Filling Vaults
As soon as the contractor completes sidewalk removal above the vaults,
City personnel will furnish and deliver fill material to the site.
It shall be the Contractor's responsibility to compact the fill in
accordance with Method 1 as described in Article 603.08 of the Standard
Specifications.
This work shall be incidental to the cost of this contract.
SECTION 2D - PORTLAND CEMENT CONCRETE SIDEWALKS
The Portland Cement Concrete Sidewalks shall be constructed and measured
for payment in accordance with Section 624 of Standard Specifications.
The thickness shall be 5 inches, except where indicated on the plans.
The sidewalk under the brick paving will be measured for payment. The
following items shall be considered incidental to the contract:
-21-
1:
SECTION 2D - PORTLAND CEMENT CONCRETE SIDEWALKS - Continued
1. The reinforcement bars in the sidewalk at 79 Fountain Square
Plaza.
2. The support necessary to construct the sidewalk over the vault
area.
3. The extra thickness of Portland Cement Concrete for the sidewalk
over the vault.
This work shall be paid for at the contract unit price per square foot
for Portland Cement Concrete Sidewalk, 5".
SECTION 2E TOPSOIL AND SEEDING
1: All grass areas disturbed during construction shall be restored with a
minimum of 4 inches of topsoil and seeded in accordance with applicable
portions of sections of 216 and 642 of Standard Specifications. The cost
of this work shall be considered incidental to the contract.
-22-
• State of Illinois
I: Department of Transportation
SPECIAL PROVISION
' FOR
BITUMINOUS CONCRETE LEVELING BINDER (MACHINE METHOD)
(HOT-MIX RECYCLING)
r. •
Effective July 1, 1982
•
General. This Special Provision stipulates the requirements for the
I: production and placement of Bituminous Concrete Leveling Binder
(Mixture C) utilizing salvaged hot-mix bituminous mixtures. The use
of the Special Provision shall be at the Contractor's option. If
I: used, the Bituminous ' Concrete Leveling Binder (Mixture C) shall be
constructed in accordance with Section 406 of the Standard
Specifications for Road and Bridge Construction except as noted below.
Leveling Binder (Mixture A) may be produced as per the Special
I: Provision for Bituminous Concrete Binder Course (Hot-Mix Recycling).
Materials. Salvaged bituminous mixtures shall be the product
I: resulting from the cold milling or crushing of an existing hot-mix
bituminous mix that was originally produced using crushed Class C. or
better, quality coarse aggregate as defined in Sections 703 & 704.
I: The Contractor shall inform the Engineer as to the location of the
originally placed pavement and/or the origin of existing stockpiled
salvaged mix prior to being used under these Special Provisions. The
Engineer may require the Contractor to maintain separate stockpiles
IE for each type (gradation and/or source of materials, etc. ) of salvaged
bituminous mixture, or the Contractor may provide documented quality
control information, satisfactory to the Engineer. that defines the •
I: gradation and asphalt content of a processed stockpile. Any salvaged
bituminous materia} that cannot be readily broken down' in the mixing
process and/or affects the paving operation shall be processed over a
"grizzly" prior to introduction into the weigh hopper. All '
I: non-bituminous salvaged material or large size aggregate in salvaged
bituminous material shall be reduced to three-fourths (3/4) the
thickness of the bituminous lift to be constructed. The blending
I: proportions may be changed during the progress of the Sob with prior
approval of the Engineer. The asphalt cement shall be AC-2.5. AC-5 or
AC-10. The Engineer reserves the right to specify the grade which
shall be used.
I:
Note: Salvaged bituminous materials containing high percentages of
volatile petroleum solvents may be a fire or explosion hazard when
I: heated in the drier. .
Equipment. A batch-type plant conforming with the requirements of .
I: Article 802.01 will be required to produce the mixture. The batch
plant shall be modified to allow weighing the recycled materials
separately prior to incorporation into the pugmill. If approved by
the Engineer. a drier drum hot-mix plant suitably modified to produce
I: recycled.bituminous mixes and meeting the Special Provision for Drier
Drum Hot-M. Plant may be used. Thermometers or recording pyrometers
shall have 'svfftcient range to record the actual temperature of the
I: mix and the super bested aggregate.
I: 1r, . .... •
I: •
• -23- - -. .
•
r ' ' • •
•
Im Preparation of Minerel Aoareoate. Revise the first sentence of the
• secona paragraph of Artic'e 466.69 to read:
1: . "The virgin aggregates used. in the bituminous mixtures shall be
dried and heated in the drier to a temperature which will produce
the specified resultant mix temperature when combined with the
1: salvaged material."
• Mixing Formula. Add the following to the first paragraph of Article
406.10,:
I: •
"For purposes of establishing the job mix formula, the Contractor
shall furnish samples of the salvaged bituminous mixture, coarse
I: aggregate and fine aggregate to the Engineer at least four (4)
weeks prior to the start of production."
•
Revise the second paragraph of Article 406.10 to read:
After the job mix formula is established, all mixtures furnished
for the contract shall conform to the formula within the
1: following standard deviations and mix tolerances. These
deviations and tolerances will be verified by extraction tests of
the final mixture. If these stipulations are not met, the amount
of salvaged material used shall be reduced in 10% increments per
• day until mix is produced meeting these requirements. When the
1: Contractor is able to produce mixtures within these criteria for
three (3) consecutive days, the percent of salvaged material may
I: . again be increased. Extraction fluid required to perform field
tests shall be provided by the Contractor."
Selected Criteria 1Standard Deviation Tolerance
I:
Retained on No. 10 sieve 2.8% ±5.6
Passing No. 10, retained on No. 200 sieve 2.8% 15.6
I: Passing No. 200 sieve 1.1% 12.2
Bitumen 0.30% 10.60
I: • 1Represents the standard deviation of the overall population based on
deviation from mix formula.
2When two (2) consecutive tests exceed these tolerances, the recycled
I: material and virgin material will be adjusted as indicated above.
Preparation of Bituminous Mixtures. Revise the first three (3)
I: paragraphs of Article 406.12 to read:
"The salvaged bituminous mixtures, heated virgin aggregates,
I: . mineral filler and asphalt cement shall be measured separately
and accurately within the following composition limits by weight:
• • INGREDIENT % BY WEIGHT
I: .
Virgin Aggregates 44 - 94
Salvaged Bituminous Mixtures 0 - 50
Mineral Filler 0.0 - 5.0
I: Asphalt Cement 1.0 - 6.0
-24-
•
r - -
•
r . The belted vtrgri aggregates and mineral filler shall be combined
with the salvaged •b.ftuminous mixture 1n such a manner as to
produce a bituminous mixture which will in general not vary more
than 20° F. from the temperature set •by the Engineer as measured
at the paver. For a batch-type plant, the mixing times as stated
in Article 406.12 shall apply. When a drier drum plant is used,
a homogeneous mixture with 100 percent coating will be required.
If a question as to the degree of coating should arise, AASHTO T
195, Determining Degree of Particle Coating of Bituminous
Aggregate Mixtures, shall be used. The mix temperature shall not
exceed 350' F.. • Wide variations in the mixture temperature of
successive loads may be cause for rejection of the mix. The
ingredients shall be combined to produce a mixture conforming to
the composition limits by weight as stated in Article 406.12.°
Compaction of Mixtures. At the option of the Engineer, density will
be determined in accordance with Article 406.06(c) or the Special
Provision for Bituminous Density Acceptance, Nuclear Method.
•
1
•
•
•
ire
1
. .
•
• . .
roall roll -Sol . FM . rill FPI rvil Pal PM rmil 11"11 Ilml 111"1 rim rim rim rim rim ori'm
COUR SW! 074 CSCE sun 074
State of Illinois • Revise the sassed paragraph of Article 406.10 to reads
Dpartant of traaaportatioe
rummy the
the job mix formula is establiihed. all mixtures futmished for
PaCIAL the contract shall conform to the formula vichia the following utaedard
POI deviations end nix tolerances. these deviations and tolerances will be
IITIR[a008 CONCRRas lIRDER COURSI (10?-MII RICILIJO) verified by extraction tests of the fleet sisters. If these stipulations
affective May 1, 1980 are not met, the amount of salvaged material used shall be reduced in 102
fseramente per day until nix ii produced nesting these requirements. Men
Ovral. Cita Special Provision stipulates the ants for the productios •
the Contractor is able to produce mixtures within those criteria for 3
and placement of Situ iasus Concrete Binder Cours�ttenilizing cold miled or consecutive days. the percent of selvaged material e»y spin be increased.
crushed hot-mix bituminous mixtures. the use of this Special Provision shall be Selected Criteria 1/Standard Deviation 1/Tolerance
at the Contractor's optics. It used. the Bituminous Concrete Binder Course shall
be constructed in accordance with Section 406 of the Standard Specifications for Retained on 1/2 in. sieve 3.02 ♦ 15.0
Beed ate Bridge Construction except as noted below. Passing 1/2 in. retained on No. 10 sieve 4.32 i 12.9
BLbrtalp. Salva'sd bituminous mixtures shall be the product resulting from the Passing No. 10, sevoa No. 200 •lave 1.22 ± 3.4
cold milling or crushing of as existing bot-mix bituminous six amitosis originally Passing No. 200 0 sinewered 1.22 17 1.1
-s
Bitumen 0.352 ± 1.1
produced using crushed Class B, or better, quality coarse aggregate as defined in
Sections 703 6 704. the Contractor shall inform the Engineer as to the location I/ Represent• the standard deviation of the overall population
et the etlgimally placed rummest and/or the origin of existing stockpiled salvapd / No individual test shall exceed these tolerances."
I mss prior to being used under these Special Provisions. The Engineer soy require
N the Contractee to mnistaia deparate stockpiles for each type (gradation and/or Preparation of titanium Mixtures. Revise the first three (3) paragraphs of
a, semres of mdtetiale, etc.) of salvaged bituminous mixture. All processed material Article 406.12 to read:
shall be reasamably uniform is gradation from coarse to fine. Any salvaged cold
milled material that cawot be readily broken down in the nixing process and/or "The salvaged bituminous mixtures. boated virgin aggregates. miserel filler
effects the paving operation shall be processed prior to introduction into the and asphalt count shall be measured separately and accurately within the
weigh hopper. Crumbed salvaged material shall be scalped over a 1 1/2 inch
"gri•sly" prier to entering the weigh hopper. The bloodies proportions may N folloviag composition Halts by weights
changed daring the progress of the job with prior approval of the Engineer. theINCREDIENT I IT=ION!
asphalt cement shall be AC-2.3, AC-3 or AC-10. The Engineer reserves the right •
to specify the grade which shall be used.
Virgin Aggregates 44 - 34
SalvagNotes Salvaged bituminous materials containing high percentages of volatile Mineraled FillerBitumnous Mixtures 0 - 30 •
petroleum solvents may be fire or 0.0 - 3.0
N i ' mulattos hazard when heated !n the drier. Asphalt Cement 3.0 - 6.0
fit. A batch-type plant conforming with the eequiremants of Article
The bested virgin aggregates sad mineral filler shall be combined with the
602.01 will be required to produce the mixture. the batch plant shall he -salvaged bituminous mixture in such • manner as to produce • bituminous
modified to allow weighing the recycled anterial separately prior to rotor- mixture which when dischar from the nicer shall not vary mere thee30° P.
poratioa into the pugaill. If approved by the Engineer, • drier drum hot-air from the cempetacure set by the Engineer. For • batch type plant. the els
plaint suitably modified to produce recycled bituminous minus and meeting the tines as stated in Article 406.12 shell apply. Men s drier drum pleat is wed,
Special Provision, for Drier Drum lot-Mir Plant may be used. • homogeneous mixture with 100 percent coating will be required. If a
Pragmatists of Mineral to. Revise the first seutence of the ••coed question as to the degree of coating should arise. *AUTO t 193. Determining
paragraph of Article 09 to reeds Degree of Particle Coating of Bitmelnous_Apeegate Mixtures. shall be used.
The six temper shall not exceed 330 T. Vide variations in the mixture
"The virsim aggr•pteo used la the Sliminess' mixtures shall be dried temperatere of successive loads may be cause for a septettes of the nix.
and heated in the drier to a tempo which will produce the
The ingredients shall be ght ased to produce • mister• conforming to the
specified resultant mix temperature when combined with the salvaged composition limits by weight stated sa Article 406.12."
material."
Compaction of Mixtures. At the option of the Engineer. density will be determined
Nixie&formula. Add the following to the first paragraph of Article 406.10. in accordance with Article 406.15 or the Special Provision for Bituminous Density
Acceptance, Nuclear Method.
"Per purposes of establishing the job six formula. the Contractor shell
furnish samples of the salvaged bituminous mixture, coarse aggregate •
and fine aggregate to the Engineer at least four (4) weeks prior to
the f production."
DIVISION 3 - LANDSCAPING
1. Description:
All landscape work shall be performed by a landscape contractor who
is a member of the American Association of Nurserymen or associated
landscape Contractors of America.
Perform all work necessary to complete the work of planting as shown
on plan and specified herein. Such work shall include, but not be
limited to, the following principal items:
a. Furnishing and spreading of subsoil and topsoil.
b. Fertilizing and finish grading of all areas noted on the drawings.
c. Furnishing and installing plants in the manner specified.
d. Replacement of unsatisfactory plant material.
e. Maintenance of plant material as specified and as directed by the
Engineer.
f. Clean up of site, protection, maintenance and guarantee.
2. Protection of Property:
The work shall be performed in a manner that will insure against any
damage to existing property or neighboring property. Protect all
property and excavations by barricades. The Contractor shall be liable
for any damage to existing property.
3. Materials:
a. Tree Grates: The tree grates shall be in two sections, #R-8690-A
(round-square combination using one-half of R-8611 and one-half
of R-8626) as manufactured by Neenah Foundary Co. , Neenah, Wisconsin.
The section towards the buildings shall be one-half of #R-8626.
Grates shall be installed (only after trees have been planted) so
that the grate division seams are parallel to the curbline. Parti-
cular care shall be taken to ensure that no damage is done to the
trees, any adjacent paving materials, or landscape features and that
the top of the tree grates rest flush with the adjacent paving system
and do not rock.
b. Subsoil: The top sixteen inches of the subgrade fill under planting
areas shall be earth furnished by the Contractor. Material shall
contain no more than 1O% stones varying in size from 0 to 11/2 inch in
diameter.
-27-
1:
DIVISION 3 - LANDSCAPING - Continued
c. Topsoil: The Contractor shall furnish all topsoil necessary to
meet the grades shown on the drawing and to complete the required
planting. Topsoil shall be fertile, friable, natural loam and it
111 shall be free of stones, lumps, clods, plants, or their roots,
sticks and other extraneous matter.
d. Bonemeal: Commercial raw bonemeal shall be finely ground and
have a minimum analysis of 4% nitrogen and 20% phosphoric acid.
e. Limestone: Shall be agricultural grade ground dolomitic limestone.
f. Peat Moss: Shall meet the requirements of Section F of the
Federal Specification for Peat Moss, Read, and Sedge, Q-P-166.
g. Fertilizer: Shall be complete fertilizer and contain the following
percentages by weight: 12% nitrogen, 6% phosphoric acid, 6% potash.
h. Plant Material: All trees shall be balled and burlapped ("B&B").
They shall be nursery grown in accordance with good horticultural
practices. They shall be freshly dug and well branched and densely
foliated when in leaf. Trees shall have straight trunks with
leader intact, undamaged and uncut. All old abrasions and cuts
shall be completely calloused over. All trees shall be measured
when their branches are in their normal position. All trees shall
conform to the measurements specified on the drawings except that
plants larger than specified may be used if approved by the Engineer.
Trees shall not be pruned prior to delivery except upon special
approval of the Engineer.
4. Inspection of Plant Materials:
Trees and plants shall be inspected and approved by the Engineer at the
job site prior to planting for conformity to specification requirements
as to quality, size and variety. They may be rejected upon delivery at
the site or during the progress of the work for size and condition of
balls and root systems, disease, insects and latent defects or injuries.
The plants shall be nursery grown and they shall come in pots. They
shall be inspected prior to planting. The Engineer reserves right to
reject plants if not satisfied with the quality.
5. Planting:
a. Planting Soil Mixtures: Plant pits shall consist of five parts
topsoil, two parts peat moss, one pound bonemeal and commercial
fertilizer specified at the rate of three pounds per inch of
caliper per shade trees and three pounds per plant. All planting
1: soil mixtures shall be mixed on the site.
1: -28-
1:
DIVISION 3 - LANDSCAPING - Continued
b. Planting Operations: Do not permit rollers, bulldozers, trucks
or other heavy equipment to pass over underground utilities,
electrical conduits, etc. Stake plant locations and secure
1: approval of the Engineer before starting excavation of same,
making adjustments as necessary. In case underground obstructions
such as utilities are encountered, locations shall be changed under
the direction of the Engineer at no additional compensation. Set
trees in center of pits, plumb and straight and at such a level
that after settlement, the crown of the plant will be two inches
below finished grade. Form a shallow saucer directly over the
ball of earth and slightly smaller than the pit to facilitate
watering. Thoroughly compact planting soil around base of ball
and fill all voids. All burlap, ropes, or wires shall be removed
from the sides and top of balls, but no burlap shall be pulled
out from under the balls.
c. Pruning and Mulching: Prune, thin out, shape all trees as directed
by the Engineer. Paint cuts over h inch diameter with an approved
tree paint or compound covering all exposed, living tissue.
Immediately after planting operations are complete, all tree pits
1416 shall be covered with a layer of peat moss mulch.
d. Saw cutting concrete for planting trees shall be incidental to
contract.
6. Clean Up:
Any soil, peat or similar material which has been brought onto paved
areas by hauling operations or otherwise, shall be removed promptly
keeping those areas clean at all times. Upon completion of the
planting, clean up all excess material and debris and remove from site.
7. Maintenance:
Maintenance shall begin immediately after trees & potted plants are
planted and shall continue in accordance with the following requirements:
a. New Planting: Maintenance of new planting shall consist of pruning,
watering, cultivating, weeding, mulching, resetting trees to proper
grades or upright position, restoration of planting saucer, and
furnishing and applying such sprays as are necessary to keep the
planting free of insects and diseases. Maintenance shall be provided
by the Contractor for a period of sixty (60) days.
b. Damage: Damage to plant areas resulting from erosion, gulleys, wash-
outs, or other causes shall be repaired by filling with topsoil and
tamping by the Contractor at no additional cost to the owner if such
damage occurs during maintenance period.
8. Guarantee and Replacement:
a. Guarantee: Trees and plants shall be guaranteed for a period of one
(1) year after acceptance, as previously specified, and shall be
alive and in satisfactory growth at the end of the guarantee period.
-29-
DIVISION 3 - LANDSCAPING - Continued
b. Replacement: Replacements required after inspection or at the
im end of the guarantee period shall be trees of the same kind and
size shown on the drawings, furnished and planted as originally
specified. The cost of replacement shall be borne by the Con-
!: tractor, except for possible replacement resulting from removal,
loss or damage due to vandalism or acts of neglect on the part
of others.
1: 9. Basis of Payment:
The trees will be paid for at the contract unit prices for each
tree of the type specified on plans, which price will be payment
in full for all materials, labor and equipment including excavation
and topsoil.
1: The plants will be paid for at the contract unit price for each plant,
which price will be payment in full for all materials, labor and
1: equipment including excavation and topsoil.
The grates shall be paid for at the contract unit price each for
tree grates which price will be payment in full for the grates,
labor and equipment.
1:
1:
-30-
DIVISION 4 - STREET ELECTRICAL SYSTEM
4A-1 General
This work shall consist of furnishing and installing a complete and operating
electrical system to provide electrical service for streetscape lighting.
The Contractor will be required to do all cutting, removal , trenching,
1: excavating and backfill for conduit systems shown.
4A-2 Galvanized Steel Conduit And PVC Conduit
1: 1 . Description:
This item shall consist of furnishing PVC and Galvanized steel conduit of
1: the size specified, and installing it at the location shown on the
drawings, and/or as directed by the Engineer, in accordance with the
following requirements.
2. Methods and Materials:
The underground conduit furnished under this specification shall be 100%
1: pure virgin polyvinyl-chloride (PVC) rigid heavy wall with cemented
couplings, Carlon Type 40, Triangle Schedule 40, or approved equivalent.
The Conduit above the ground at the street light controller shall be
galvanized by hot-dipping, by the sherardizing process, by electro-
galvanizing, or by metallizing.
Fittings and bends of the same material and treatment as the conduit
shall be furnished as required.
1: The PVC Conduit shall be installed in prepared trench.
Where a change in direction is to be accomplished, a fitting shall be
used. The fittings will not be paid for separately.
Where shown on the drawings, the conduit shall be stubbed for future
use. The conduit end shall be capped and the location referenced for
1: future relocation.
3. Method of Measurement:
1: Conduit shall be measured along the center line of the conduit from
outside to outside of structures. All vertical runs shall be
considered incidental to this contract and will not be paid for
1: separately.
4. Basis of Payment:
1: This item, as described above, shall be paid for at the contract unit
prices per lineal foot for Galvanized Steel Conduit and PVC Conduit
(Trenched), of the diameter specified which prices shall be payment in
fu for all labor, material , and equipment including fittings, trenching
and trench backfill .
1:
1: -31-
4A-3 Electric Wire
1 . Description:
This item shall consist of furnishing weatherproof wire (of the size
specified), installing it in conduit and making all necessary con-
!: nections as shown on the drawings and/or as directed by the Engineer.
2. Methods and Materials:
1: a. All wiring shall be Type THW stranded copper single conductor
wires. The Contractor may at his own option substitute THWN
for THW.
b. Splices shall be made only in weatherproof handholes or junction
boxes. Splices in all locations shall be made using Scotchlock
1: brand connector sealing packs as manufactured by 3-M Company.
c. There shall be two circuits for each side of every street, every
other street light being on the same circuit.
3. Identification:
Securely tag all branch circuits, noting the purpose of each. Mark
conductors with vinyl wrap-around markers. Where more than two
conductors run through a single outlet, mark each circuit with the
corresponding circuit number.
4. Method of Measurement:
1: Horizontal runs from center of structure to center of structure
shall be measured for payment. Vertical runs as well as all slack
cable shall be considered incidental to this work and will not be
1: paid for separately.
Six feet of slack cable per each wire if spliced or total if not
spliced shall be provided in standard handholes, one foot (minimum)
slack cable per each wire if spliced or total if not spliced in
junction boxes.
5. Basis of Payment:
This work, as described above, shall be paid for at the contract
unit price per lineal foot for Electric Cable, (of the size speci-
fied) , which price shall be payment in full for furnishing all
materials, making all electrical connections, and installing the
cable complete.
1: 4A-4 Trench and Backfill
1 . Description:
This work shall consist of excavating a trench for the placement of
the conduit and, after the placement of the conduit as described in
1: Section 4A-2 herein, backfilling of the trench to the bottom of the
proposed base.
1! -32-
4A-4 Trench and Backfill - Continued
2. Construction Requirements:
The trench shall be of sufficient width to facilitate the installation
of the conduit; however, in no case shall the trench be wider than
1: twelve inches. The minimum depth shall be 9 inches under the sidewalk
and 12 inches under curbs and driveways as shown on plans.
3. Basis of Payment:
This work will not be paid for separately. It will be included in the
per foot cost of PVC Conduit (Trenched).
4A-5 Handhole
1: 1 . Description:
This work shall consist of constructing a concrete handhole and
furnishing a frame and grate at the location shown on the drawings
and/or as directed by the Engineer.
2. Methods and Materials:
Material used for this item shall conform to the following Sections
of Standard Specifications:
a. Concrete--Section 504.02
b. French Drains--Section 704.07
The frame and grate shall be as noted on the drawings.
3. Basis of Payment:
This item as described above shall be paid for at the contract unit
price each for Handhole, which price shall be payment in full including
all necessary excavation.
4A-6 Junction Box
1 . Description:
This work shall consist of furnishing and installing electrical junction
boxes at the locations shown on the drawings.
2. Methods and Materials:
The junction boxes shall be of hot dipped galvanized iron as sized
and detailed on drawings.
3. Basis of Payment:
This work as described above shall be paid for at the contract unit price
each for Junction Box.
-33-
4A-7 Street Light Foundations
1. Description:
This work shall consist of furnishing all labor, materials, and
equipment including excavation necessary to construct street
light foundations.
2. Methods and Materials:
1: Concrete used in the foundations shall meet the requirements of
Section 503 of Standard Specifications.
Steel reinforcing shall be as specified in Section 512 of Standard
Specifications.
Augered excavation shall be included as incidental to this item.
Concrete shall extend to the sides of the augered excavation.
Anchor bolts shall be of the diameter and lengths shown on the
plans. The top six inches of bolts shall be galvanized.
Conduit installation in the foundation shall be incidental to this
item.
3. Basis of Payment:
This work shall be paid for at the contract unit price each for
Street Light Foundations.
4A-8 Street Lights
1 . Description:
This work shall consist of furnishing and installing Street Lights at
the locations shown on the drawings. The street lights shall be
1: equipped with proper electrical appurtenances, to provide for
illumination by use of high pressure sodium vapor lamp system and
shall be fabricated in accordance with the detailed drawings, as
specified herein and/or as directed by the Owner.
2. Methods and Materials:
a. The street light shall be similar to drawing number 3PD16236-B01
as manufactured by Sterner Lighting, Inc. , Wensted, Minnesota or
approved equal . The street light pole shall be round, tapered,
1: 8.3" OD to 42" OD x0.250 wall thickness x 25'-102" long.
b. The street light arm shall be round 42" OD x0.250 wall thickness
bent 90° with 3'-0" radius (length as required on drawings).
c. The wingate luminaire shall be a 30" diameter spun aluminum
hemisphere with a hinged clear plexiglass acrylic hemisphere
base as manufactured by Sterner Lighting, Inc.
d. The luminaire shall contain an internal refractor system and a
borosilicate glass refractor with a type III medium, semicutoff
IES distribution, integral 400 watt high power factor constant
wattage ballast and mogul base lampholder for a single 400 watt
high pressure sodium vapor lamp.
-34-
4A-8 Street Lights - Continued
e. The street light pole base cover shall be 171" diameter x 4 7/8"
spun aluminum over a cast aluminum anchor base with (4) 1" x 36",
with hook, anchor bolts.
f. Shop Drawings will be required.
g. The pole, arm, luminaire and base cover shall be painted a dark
bronze baked acrylic enamel to match sample furnished by the
Engineer.
h. Each street light pole shall be grounded to a ground rod at no
additional cost.
3. Basis of Payment:
The work as described above shall be paid for at the contract unit
price each for Street Light, which price shall be payment in full
for all labor, material , and equipment necessary for the completion
of the work specified, delivered and installed.
4A-9 Street Light Removal
The existing street lights shall be removed and transported to the
Public Works yards at the intersection of Ann Street and North Grove
Avenue.
This work will be paid for at the contract unit price each for Street
Light Removal .
4A-10 Street Light Foundation Removal
The existing street light foundations shall be removed and disposed
of by the Contractor.
This work will be paid for at the contract unit price each for Street
Light Foundation Removal .
4A-11 Circuit Breakers
Add two 50 AMP Single Pole Circuit Breakers in the existing street light
controller (at the northeast corner of Spring-Fulton intersection) in
order to isolate new street lights.
All new street lights within the limits of the project shall be wired
through these curcuit breakers.
The cost of this work shall be incidental to contract.
-35-
11.1 PROPOSAL
SPRING, DUPAGE AND FULTON STREETSCAPING
ELGIN, ILLINOIS
Date J?e/t 2/ /9
THE CITY OF ELGIN
Attention: Mr. Mike Sarro, Purchasing Agent
150 Dexter Court
Elgin, Illinois
Gentlemen:
I/We WA pOT 2r,fl M 1/ A n/ (C A 51
of ,,tirL.a y :L i tin S
the undersigned, having visited the site and carefully examined the conditions
affecting the work, the Instructions to Bidders, the General Conditions,
Supplementary General Conditions, Specifications and Drawings prepared by
the Engineering Division, Department of Public Works of the City of Elgin,
Illinois, do hereby offer to furnish all labor, materials, tools, equipment,
plant, machinery, supplies, bonds and insurance specified permits and
services necessary to complete work for the construction of the Spring,
DuPage and Fulton Streetscaping in accordance with the Drawings and Specifi-
cations, dated April 1 , 1983 including Addenda as follows:
dated
1: dated
dated
issued prior to date of opening Proposals, which is/are hereby acknowledged.
The undersigned further understands that the quantities mentioned are
approximate only and that they are subject to increase or decrease; that
he will take in full payment the amount of the summation of the actual
quantities (as finally determined) multiplied by the unit prices shown
in the schedule of prices contained herein.
C
-36-
rSCHEDULE OF UNIT PRICES:
A. (Streetscaping & Resurfacing)
rItem Description Quantity Unit Unit Price Total Price
. 1 Bituminous Concrete Surface 455 Ton . 4.S0 /2 os 7,sc
I: Course, Class I
2 Leveling Binder (Machine Method) 60 Ton a/• yo 1314.00
r
3 Bituminous Materials (Prime Coat) 791 Gal . /- 7,5" /384-2S
4 Aggregate Materials (Prime Coat) 18 Ton /.2.00 .211.. 00
t5 Bituminous Surface Removal (Butt Joint) 568 S.Y. 7. . S 4//8.0 0
r6 Bituminous Surface Removal (Special) 2200 S.Y. a. /o 46 .2o.o0
7 Pavement Removal 500 S.Y. Jo. oo .5000. 0o
8 Pavement Removal and Bituminous 975 S.Y. 3 7. 0 0 3l0 0 7s" o
Replacement, 10"
r9 Manholes to be Adjusted 27 Each / '/0.00 3 j80.00
10 Manholes to be Adjusted with New 3 Each / •a 0 73s.o o
Type I Frame, Closed Lid
11 Manholes to be Reconstructed 1 Each 6 00.00 6 00.00
12 Manholes to be Reconstructed with New 1 Each b s.o.00 t so.oa
Type 1 Frame, Closed Lid
r13 Catch Basins to be Adjusted 8 Each / '/o.00 //a2o.od
14 Catch Basins to be Adjusted with 1 Each iso.po a5`o.00
New Type 11 Frame & Grate
E15 Catch Basins to be Adjusted with 2 Each .2 yS-oo i/ 70.o 0
New Type 1 Frame, Open Lid
16 Catch Basins to be Reconstructed 5 Each 6 so.o o 3 z so.00
17 Catch Basins to be Reconstructed 1 Each 7y/s•oo 74S•oo
1: with New Type 11 Frame & Grate
18 Catch Basins to be Reconstructed 1 Each 7 i o•oo 7/Coo
with New Type 1 Frame, Open Lid
19 Valve Vaults to be Adjusted 5 Each / '10.06 7 o o.o o
E . 20 Catch Basins to be Removed 2 Each >o o•ao 2 00.o a
21 Catch Basins, Type C, Type 3 1 Each s o o,o o S00,00
r , Frame & Grate
22 Catch Basins, Type A, Type 11 1 Each 7'c o0 7./s-oo
rFrame & Grate
-37-
rSchedule of Unit Prices - Continued
rItem Description Quantity Unit Unit Price Total Price
23 Brick Pavers , 8" Wide 1476 L.F. 2.- -s- /a177,o0
r24 Curb Removal 1811 L.F. St.00 7244400.
25 Sidewalk Removal 13,518 S.F. O. So /oSist. 40
26 Combination Concrete Curb & Gutter, 1588 L.F. /O,00 /s880. oo
Type B-6.12
27 Concrete Curb, Type B 275 L.F. 8 so 2337.5-6
"" 28 Portland Cement Concrete Sidewalk, 5" 14,502 S.F. .2, so 34, .2s5;00C 29 Portland Cement Concrete Driveway 280 S.Y. /6 .so 4/6 2 6.00
Pavement, 6"
30 Tree Grates 24 Each 4.2s.00 /6000.06
31 Fraxinus Pennsyl vani ca Lanceolata, 6 Each .2 ',/s. oo 147o.0 0
3" B.B. (Marshall Seedless Ash)
32 Acer aple)
Pl atanoi de o umfool umnanaro�e, 3y" F1 B
rwa5 Each .2 3
5 .00 /a 7S,o 0
ll
33 Pyrus Calleryana, 21/2" B.B. ("Bradford Pear" 14 Each .2sS.00 3s7o. oc
Fruitless)
34 Cornus Stolonifera, 3" Pots (Redosier 80 Each 4. 7s 380.00
Dogwood)
35 Galvanized Steel Conduit, 2" 4 L.F. /o,00 d/0.00
36 PVC Conduit (Trenched) , 2" 1140 L.F. 3, .2 o S 57.2,5',0o
37 Stranded Copper Wire No.6 1/C THW 3386 L.F. 0. 47 /s9/.41a
38 Concrete Handhole 1 Each sso.00 sso.00
39 Junction Box 3 Each 1/65-.00 /39S_a2
1 40 Street Light 14 Each a /'/.. oo 3 4/n.oo
41 Street Light Foundations 14 Each i/oo.oo s'600.oo
42 Street Light Removal 7 Each /00.00 70o.o0
43 Street Light Foundation Removal 7 Each /10. 00 /260, 0o
44 Bituminous Concrete Binder Course 624 Ton .2/- 9 0 /366-C: 60
I: Sub Total (Streetscaping & Resurfacing) .2s040o.4.7
C .
-38-
E
Schedule of Unit Prices - Continued
B. (Parking Lot)
rItem Description Quantity Unit Unit Price Total Price
45 Surface Removal , 4" 2000 S.Y. I. 90 _3800.or,
46 Bituminous Mixture Complete 394 Ton ..4s•so /0 v V7.a o
47 Concrete Curb, Type B 690 L.F. 8.Do .5s.2o. oo
48 Catch Basin Type C with Type 1 1 Each Soo.00 soo.00
Frame Open Lid
49' Reinforced Concrete Storm Sewer 115 L.F. /o,o o //.so,o a
Type IV, 10"
r50 PVC Conduit, (Trenched) , 2" 140 L.F. `1,a o rJ8•o o
51 Junction Box 1 Each ybs.00 y.s•oo
52 Cornus Stolonifera, 3" Pots 160 Each `/• 7S 76o. oa
53 Cornus Stolonifera,(Redosier Dogwood) 155 Each /s oo -23os,00
3 Ft: Tall
54 Catch Basin Type A with Type 1 Frame 1 Each G 9-r.o o b S.00
Sub Total (Parking Lot) Open Lid _?s8so.00
TOTAL COST OF CONTRACT a 74, .2 so, G 1
The undersigned further agrees that the unit prices submitted herewith are for the
purpose of obtaining a gross sum, and for use in computing the value of extras and
deductions; that if there is a descrepancy between the gross sum bid and that
resulting from the aforesaid summation of the quantities multiplied by their
Irespective unit prices, the latter shall apply.
The undersigned further agrees that if the Owner decides to increase or decrease
rp the size of the improvement, or otherwise alter it by extras or deductions, including
the elimination of any one or more of the items, as provided in the specifications, he
will perform the work as altered, increased or decreased at the contract unit prices.
The undersigned further agrees that the Owner may at any time during the progress of
the work covered by this contract order other work or materials and that all such
work and materials as do not appear in the proposal or contract as a specific item
accompanied by a unit price, and which are not included as incidental items or under
II the bid price for other items in this contract, shall be performed as extra work,
and that he will accept as full compensation therefore the direct cost plus fifteen
(15) percent overhead and profit including insurance, taxes, etc. , the direct cost to
be determinded as provided in the specifications.
The undersigned submits herewith his schedule of prices covering the work to be
Iperformed under this contract; he understands that he must show in the schedule the
unit prices for which he proposes to perform each item of work, that the extensions
must be made by him, and that if not so done, his proposal may be rejected as
irregular.
I
-39-
TIME FOR COMPLETION OF WORK:
The undersigned agrees, if awarded the contract, that the work to be performed
under this Contract shall be commenced not later than ten (10) days after the
date shown in the Notice to Proceed, and to complete all the contract work
within 12 S consecutive calendar days.
ACCEPTANCE OF PROPOSAL:
The undersigned agrees that this Proposal , if among the three (3) lowest from
each Contract of the work, may be held by the Owner for a period not exceeding
thirty (30) days from the date of receiving bids.
If written notice of the acceptance of this bid is mailed, telegraphed or
delivered to the undersigned within the time noted herein, after the date
of the opening of bids, or at any time thereafter before this bid is with-
drawn, the undersigned agrees that he will execute and deliver a construction
contract in the form prescribed by the Owner in accordance with the bid as
accepted, and that he will furnish a Performance Bond and Labor and Material
Payment Bond.
It is understood and agreed that the Owner reserves the right to award the
contract to his best interests, to reject any or all bids, to waive any
informalities in bidding, and to hold all bids for the period above noted.
Submitted by:
Firm Name u)p pvie C Win,M ,2/2,viI44
Incorporated in
State of
By ;---rc 7 7.-/c:‘,
Title
-40-
Y _
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. :,,,-,,
r:;
UNITEDr
STATES FIDELIT blGUARANTY COMPANY .4•
]
r' \y„,,,,,,,.,,,,,,.I F
MieSit.(A S ocli mpany) [.„,,,,
r (:
,,,,.;.„.,, BID BOND l.Ei
;1
-:.
,:r
BOND NUMBER ;,:i311
:•. KNOW ALL MEN BY THESE PRESENTS: Al
E —„
Wayne E. Zimmerman Construction 'j
THAT
11908 W. Coral St. ''
of 1
E< Huntley, Illinois 60412 , as Principal , and UNITED STATES FIDELITY AND E :1:!:;::i.
ii
GUARANTY COMPANY, a Maryland corporation,as Surety, are held and firmlybound unto �`'�
ry P y
City of Elgin, Illinois i :'• �
as Obligee, in the full and just sum of
Five Percent of Total Bid Price (5% of Bid) Dollars,
lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, I..:'.
administrators, successors and assigns,jointly and severally,firmly by these presents.
,r,.„,.
:,:i..: WHEREASE •••":.7.; , the said Principal is herewith submitting its proposal
I.'i
Streetscaping Improvements
E::'i
i'
'i:- THE CONDITION OF THIS OBLIGATION is such that if the aforesaid Principal shall be awarded the contract the said Principal will,within the II 1•.I
IF,:::t
::-,:i Etime required, enter into a formal contract and give a good and sufficient bond to secure the performance of the terms and conditions of I ' '
the contract, then this obligation to be void; otherwise the Principal and Surety will pay unto the Obligee the difference in money between ll
E1.:-i::: the amount of the bid of the said Principal and the amount for which the Obligee legally contracts with another party to perform the work ..';
• i
if the latter amount be in excess of the former, but in no event shall liability hereunder exceed the penal sum hereof. ,'
I`
Signed, sealed and delivered April 21, 1983
(Date) Wayne E. Zimmerman Construction
(SEAL)
. (..:,
.,
.:„„
::::
.,.:, By: ` Q/, . ire.'
(BEAU :r
i �:,
-' UNITED STATES FIDELITY AND GUARANTY COMPANY
i, 1.7. I.-;]1
E :.:'. r '•.'4cDi'l ! ..,
Linda Donellan, (---L—Attorney—in—fact
-41-( .. „.. ... ..::- ,- .:,:: ,. .:.,. . , ..:. :,. ., „::., ....,. -,.. ..., ;:7,:7'..:! :::. ':?. .:.,,,fi.•7—.7.77 .,:,, :,' ;i: ...::' ,s•s, s.•:' .. :. 7 _
Contract 11 Ir:F•.i•edt (1.74)
r . . . .
CERTIFIED COPY
I. GENERAL POWER OF ATTORNEY
No 93804 •
Know all Men by these Presents:
That UNITED STATES FIDELITY AND GUARANTY COMPANY, a corporation organized and existing under the laws of the
r State of Maryland, and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint
James J . Petersen , Linda Donellan and John E. McCrehan
of the City of Chicago , State of Illinois
its true and lawful attorney S in and for the State of
Illinois
for the following purposes,to wit:
To sign its name as surety to,and to execute, seal and acknowledge any and all bonds, and to respectively do and perform any and
all acts and things set forth in the resolution of the Board of Directors of the said UNITED STATES FIDELITY AND GUARANTY
COMPANY,a certified copy of which is hereto annexed and made a part of this Power of Attorney; and the said UNITED STATES
FIDELITY AND GUARANTY COMPANY, through us, its Board of Directors, hereby ratifies and confirms all and whatsoever tZexAC
anyone of the said James J . Petersen and the said Linda Donellan and
the said John E . McCrehan
may lawfully do in the premises by virtue of these presents.
In Witness Whereof, the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be
sealed with its corporate seal, duly attested by the signatures of its Vice-President and Assistant Secretary, this 24th day of
November ,A. D. 19 82
UNITED STATES FIDELITY AND GUARANTY COMPANY.
(Signed) By John A. Huss
Vice-President.
(SEAL) (Signed) James T . Beresheim
Assistant Secretary.
STATE OF MARYLAND, )
J
BALTIMORE CITY, ss: .
On this 24th day of November ,A.D. 19 8 2 before me personally came
John A . Huss ,Vice-President of the UNITED STATES FIDELITY AND GUARANTY
COMPANY and James T . Beresheim ,Assistant Secretary of said Company, with both of
whom I am personally acquainted, who being by me severally duly sworn,said that they,the said J o ha A . H u s S
and James T. Beresheim were respectively the Vice-President and the Assistant Secretary of the said UNITED
STATES FIDELITY AND GUARANTY COMPANY, the corporation described in and which executed the foregoing Power of Attorney;
that they each knew the seal of said corporation; that the seal affixed to said Power of Attorney was such corporate seal, that it was
so fixed by order of the Board of Directors of said corporation, and that they signed their names thereto by like order as Vice-President
and Assistant Secretary,respectively,of the Company.
Ify commission expires the first day in July,A. D. 19.8.6..
(SEAL) (Signed) Margaret M. Hurst
Notary Public.
STATE OF MARYLAND I sct
BALTIMORE CITY,
1, Charles W. Mackey , J r . . Clerk of the Superior Court of Baltimore City, which Court is a
Court of Record,and has a seal,do hereby certify that Margaret M. Hurst , Esquire, before
whom the annexed affidavits were made. and who has thereto subscribed his name, was at the time of so doing a Notary Public of the
State of Maryland, in and for the City of Baltimore, duly commissioned and sworn and authorized by law to administer oaths and take
acknowledgment, or proof of deeds to be recorded therein. I further certify that I am acquainted with the handwriting of the said
Notary,and verily believe the signature to be his genuine signature.
In Testimony Whereof, I hereto set my hand and affix the seal of the Superior Court of Baltimore City, the same being a Court
of Record, this 24th day of November ,A. D. 19 8 2
(SEAL) (Signed) Charles W. Mackey , Jr.
Clerk of the Superior Court of Baltimore City.
FS 3 (1241) -42- 44.w,t.
.4•
COPY OF RESOLUTION
That Whereas,it is necessary for the effectual transaction of business that this Company appoint agents and attorneys with power
r and authority to act for it and in its name in States other than Maryland,and in the Territories of the United States and in the Provinces
and territories of Canada;
rTherefore, be it Resolved, that this Company do,and it hereby does, authorize and empower its President or either of its Vice.
Presidents in conjunction with its Secretary or one of its Assistant Secretaries, under its corporate seal, to appoint any person or persons
as attorney or attorneys-in-fact,or agent or agents of said Company,in its name and as its act, to execute and deliver any and all contracts
guaranteeing the fidelity of persons holding positions of public or private trust, guaranteeing the performances of contracts other than
insurance policies and executing or guaranteeing bonds and undertakings, required or permitted in all actions or proceedings, or by law
r allowed, and
Also, in its name and as its attorney or attorneys-in-fact,or agent or agents to execute and guarantee the conditions of any and all
bonds. recognizance', obligations, stipulations, undertakings or anything in the nature of either of the same, which are or may by law,
municipal or otherwise, or by any Statute of the United States or of any State or Territory of the United States or of the Provinces or
territories of Canada,or by the rules, regulations, orders, customs, practice or discretion of any board, body, organization, office or officer,
local, municipal or otherwise, be allowed, required or permitted to be executed. made, taken, given. tendered, accepted, filed or recorded
for the security or protection of, by or for any person or persons, corporation. body, office, interest, municipality or other association or
organization whatsoever. in any and all capacities whatsoever. rondition.d for the doing or not doing of anything or any conditions which
may be provided for in any such bond, recognizance, obligation, stipulation, or undertaking,or anything in the nature of either of the same.
Ii Richard Calder ,an Assistant Secretary of the UNITED STATES FIDELITY AND
r GUARANTY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the original power of attorney given
by said Company to James J . Petersen , Linda Donellan and John E. McCrehan
r .
of Chicago , Illinois , authorizing and empowering them to sign bonds as therein set
rforth,which power of attorney has never been revoked and is still in full force and effect.
. And I do further certify that said Power of Attorney was given in pursuance of a resolution adopted at a regular meeting of the
Board of Directors of said Company, duly called and held at the office of the Company in the City of Baltimore, on the 25th day of
November,1981,at which meeting a quorum of the Board of Directors was present, and that the foregoing is a true and correct copy of said
resolution,and the whole thereof as recorded in the minutes of said meeting.
rIn Testimony. Whereof, I have hereunto set my hand and the seal of the UNITED STATES FIDELITY AND GUARANTY
COMPANY on April 21, 1983
(Date)
.., , ,
. . .... r
•
r f.
„.
k •
•
,. ,...
_ ,,
. .
r A...: ,,,,, ...._„,.
Assistant Secretary.
r
r
r
r
C
-43- .
r
r
F
F
L. STATE OF Illinois •
COUNTY OF .. . .Cook ss.:
in On this 21st day of April 19.B.3 ., before me personally
Linda Donellan
appeared , to me known, who,
being by me duly sworn, did depose and say: that he resides at
Chicago,. .Illinnis ; that he is the Attorney In Fact
rSurety of United States Fidelity.i3p4 Guazanty.Company .. . , the corporation described
Company
Acknowledgment in and which executed the annexed instrument; that he knows the corporate seal of said corporation;
that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the
Board of Directors of said corporation; that he signed his name thereto by like order; and that the
liabilities of said corporation do not exceed its assets as ascertained in the manner provided by law.
rLinda Weist
t Notary Public in and for the above County and State.
8/25/84
My commission expires
3768 • B0',D
F
F
-44-
r
WA YNE E. ZIMMERMAN CONSTRUCTION
11908 W. CORAL P.O. BOX 245 HUNTLEY, ILLINOIS 60142 312-669-5663
•
NOTICE
RECYCLED MATERIAL WILL BE USED FOR BINDER MATERIAL ONLY.
I
I
I
I
I
I
I
r
I
-45-
r ` STATE OF ILLINOIS
k
CONTRACT
r
l:
I. THIS AGREEMENT,made and concluded this , 1"..k day of
19111,between the (..:‘4.,.j
� of �'q 1 Y�
(City.Town or Village) c.J
acting� by and through its Council known as the party of the first part, and
r
VV ►J , �1_.V►�",.... (1,��•e�,�,... his/tom executors,administrators,successors
or assign3;'known as the party of the second part.
2. WITNESSETH: That for and in consideration of the payments and agreements mentioned in the Proposal hereto
attached, to be made and performed by the party of the first part, and according to the terms expressed in the Bond referring to
these presents, the party of the second part agrees with said party of the first part at his/fir own proper cost and expense to do
all the work, furnish all materials and all labor necessary to complete the work in accordance with the plans and specifications
hereinafter described,and in full compliance with all of the terms of this agreement and the requirements of the Engineer under it.
3. And it is also understood and agreed that the Notice to Contr ctors, S tial Provisions,Proposal and Contract Bond
r S _ti ,VuPas3e.c 2 F't iwv, ,.
hereto attached, and the Plans for , in C__ii L, ,
Sit•rec —�...Sc.\ic. k�- -s, n
approved by the E.. v\ L L . ova ,
.J
19$.3,,are all essential documents of this contract and are a part hereof.
4. IN WITNESS WHEREOF,The said parties have executed these presents on the date above mentioned.
Attest: The Cl of ---.1.00-1 i v� •
(Cite. ow :V e) '
E --, viJ Clerk By ,,,,-
(city.
,�(City.TA or Village) Pdayorlissieserr
Party of the First Part -
(Seal) (If a Corporation)
Attest: Corporate Name -^
~: By
Secretary President
Party of the Second Part
(If a Co-Partnership)
(Seal)
(Corporate Seal) (Seal)
(Seal)
E . Partners doing Business under the firm name of
- Party of dm Snood Part
Man Individual)
�2
%�au .7.4, 0 1 td? 'J1i
Party /&- , (Seal) .�--
C�, Party •Second Part
Form BLR 295
(Rev.13.72)
-46- ._4.
STATE OF ILLINOIS load O• 12-0120-11 2.
CONTRACT BOND (Individual)
KNOW ALL MEN BY THESE PRESENTS,That we ways. !. Z1sitrfis Csastaratlss
an individual,of 1190$ V. Coral, Bentley.sy. Ilhi sis 60142
United States Fidelity sad Oussasty 1paay
as Principal,and
a corporation organized and existing under the laws of the State of Marvlasd with
authority to do business in the State of Illinois,as Surety,are held and firmly bound unto the city
(City,Town or Village)
of Elsie , State of Illinois,in the penal sum of '!w R redserreatritg
Thousand, Ton ba tad fifty and 67/1d0..-_-_..__...,..,_-'------�- '-_"-"Dollars (P6 230.17
lawful moneyof the United States,well and trulyto bepaid unto said City
(City,Town or Village)
of nos ,for the payment of which we bind ourselves,our heirs,executors,
administrators,successors,and assigns,jointly,severally,and firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that whereas, the said Principal has entered into a
written contract with the 010 of
(City,Town or Village)
acting through the Council or President and Board of Trustees,of said City of 1Lltltt
3psia$►DaPap and Fulton stssatssapiU$itY,Town or Village)
for the construction of the work on , Extension to
(Municipal Street Name) (Municipal Street Name)
identified as extension to State Highway No. , Extension to County Highway No.
designated as Section No. , in City of Z1ait ,which contract is hereby referred to and
(City,Town or Village)
made a part hereof, as if written herein at length,and whereby the said Principal has promised and agreed to perform said work
in accordance with the terms of said contract, and has promised to pay all sums of money due for any labor, materials,
apparatus, fixtures or machinery furnished to such Principal for the purpose of performing such work and has further agreed to
pay all direct and indirect damages to any person, firm, company, or corporation suffered or sustained on account of the
performance of such work during the time thereof and until such work is completed and accepted;and has further agreed that
this bond shall inure to the benefit of any person, firm, company, or corporation, to whom any money may be due from the
Principal, subcontractor or otherwise, for any such labor, materials, apparatus, fixtures or machinery so furnished and that suit
may be maintained on such bond by any such person,firm,company,or corporation,for the recovery of any such money.
NOW THEREFORE, if the said Principal shall well and truly perform said work in accordance with the terms of said
contract, and shall pay all sums of money due or to become due for any labor, materials, apparatus, fixtures or machinery
furnished to him for the purpose of constructing such work, and shall commence and complete the work within the time
prescribed in said contract, and shall pay and discharge all damages, direct and indirect, that may be suffered or sustained on
account of such work during the time of the performance thereof and until the said work shall have been accepted, and shall
hold the City of
(City,Town or Village)
E1$12 and the Council or President and Board of Trustees,harmless
on account of any such damages, and shall in all respects fully and faithfully comply with all the provisions, conditions, and
requirements of said contract,then this obligation to be void;otherwise to remain in full force and effect.
Form BLR 296
(Rev.11-72)
-47-
1
IN WITNESS WHEREOF,We have duly executed the foregoing Obligation this 2nd
II
day of May ,A.D. 19 83.
Wayne E. imam= Construction
Principal : - ' ' .�«_J>. , .,(Seal)
'United St l' - Fideliand Guaranty Company II
Surety s
BY
J
NII i1m1_< (Seal)
Attorney in Fact.
State of Linda Donsllan
ss. 1County of
I, ,a Notary Public in and for said county,in the State
aforesaid,do hereby certify that personally
known to me to be the same person whose name is subscribed to the foregoing instrument as the Principal therein, appeared
before me this day in person and acknowledged that he signed,sealed,and delivered the said instrument as his free and voluntary
act for the uses and purposes therein set forth.
Given under my hand and Notarial seal,this 2nd day of May ,
A.D. 19 83 S
Notary Public I
State of Illinois
ss.
County of Cook I
I, Linda Wast ,a Notary Public in and for said county,in the State
aforesaid,do hereby certify that Linda lLI
(Attorney in Fact)
,who is personally known to me to be the same person who signed the above
United States Fidelity and Guaranty Company
and foregoing instrument asthe Attorney in Fact for
(Surety Company)
appeared before me this day in person and acknowledged that he executed the foregoing instrument under authority given him
as the free and voluntary act of said surety,for the uses and purposes therein set forth.
Given under my hand and Notarial seal,this 2nd day of May ,
A.D. 19 83
My commission expires 8/!.3/84 u/��� `�'�
Notary Public
Approved this 0 day of Lb Y4.(I ,A.D. 19 13 . I
Attest: Councilor President and Board of Tr steel,
�► By /2'44'4'14 -2( -gA-4c- I
y Mayor-President
Clerk
(City,Town or V age)
I
(Municipal Seal) I
-48-
OM
"" • CERTIFIED COPY
GENERAL POWER OF ATTORNEY
NIP No. 93804
Know all Men by these Presents:
st: That UNITED STATES FIDELITY AND GUARANTY COMPANY, a corporation organized and existing under the laws of the
State of Maryland, and having its principal office at the City of Baltimore, in the State of Maryland, does hereby constitute and appoint
James J . Petersen , Linda Donellan and John E. McCrehan
- ChicagoIllinois
of the City of ,State of
its true and lawful attorney S in and for the State of Illinois
for the following purposes,to wit:
To sign its name as surety to,and to execute, seal and acknowledge any and all bonds,and to respectively do and perform any and
all acts and things set forth in the resolution of the Board of Directors of the said UNITED STATES FIDELITY AND GUARANTY
COMPANY, a certified copy of which is hereto annexed and made a part of this Power of Attorney; and the said UNITED STATES
on
FIDELITY AND GUARANTY COMPANY, through us, its Board of Directors, hereby ratifies and confirms all and whatsoever sZexsZiz
anyone of the said James J . Petersen and the said Linda Donellan and
the said John E. McCrehan
gip
may lawfully do in the premises by virtue of these presents.
In Witness Whereof, the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused this instrument to be
sealed with its corporate seal, duly attested by the signatures of its Vice-President and Assistant Secretary, this 24 t h day of
November ,A. D•19 82
UNITED STATES FIDELITY AND GUARANTY COMPANY.
(Signed) By John A. Huss
Vice-President.
(SEAL)
(Signed) James T . Beresheim
Assistant Secretary.
STATE OF MARYLAND,
i„a ) ss:
BALTIMORE CITY,
On this 24th day of November ,A.D. 19 8?before me personally came
John A . Huss ,Vice-President of the UNITED STATES FIDELITY AND GUARANTY
COMPANY and James T . Beresheim ,Assistant Secretary of said Company,with both of
whom I am personally acquainted, who being by me severally duly sworn,said that they,the said John A. Huss
and James T. Beresheim were respectively the Vice-President and the Assistant Secretary of the said UNITED
STATES FIDELITY AND GUARANTY COMPANY, the corporation described in and which executed the foregoing Power of Attorney;
that they each knew the seal of said corporation; that the seal affixed to said Power of Attorney was such corporate seal, that it was
so fixed by order of the Board of Directors of said corporation, and that they signed their names thereto by like order as Vice-President
and Assistant Secretary,respectively, of the Company.
My commission expires the first day in July,A. D. 19.8.6..
(SEAL) (Signed) Margaret M. Hurst
Notary Public.
STATE OF MARYLAND ]
BALTIMORE CITY, 1 Sct
Charles W. Mackey , J r . . Clerk of the Superior Court of Baltimore City, which Court is a
Court of Record,and has a seal, do hereby certify that Margaret M. Hurst , Esquire, before
whom the annexed affidavits were made, and who has thereto subscribed his name, was at the time of so doing a Notary Public of the
State of Maryland, in and for the City of Baltimore, duly commissioned and sworn and authorized by law to administer oaths and take
acknowledgment, or
g proof of deeds to be recorded therein. I further certify that I am acquainted with the handwriting of the said
Notary,and verily believe the signature to be his genuine signature.
In Testimony Whereof, I hereto set my hand and affix the seal of the Superior Court of Baltimore City,the same being a Court
of Record,this 24th day of November ,A.D. 19 82
(SEAL) (Signed) Charles W. Mackey, Jr.
Clerk of the Superior Court of Baltimore City.
FS 3 (12-81) ors"
(4_
Com)
(C°\
COPY OF RESOLUTION
of business that this
That Whereas,it is necessary for the effectual transactionCompanyappoint agents and attorneys with power
and authority to act for it and in its name in States other than Maryland,and in the Territories of the United States and in the Provinces
and territories of Canada;
Therefore, be it Resolved, that this Company do, and it hereby does, authorize and empower its President or either of its Vice-
Presidents in conjunction with its Secretary or one of its Assistant Secretaries, under its corporate seal, to appoint any person or persons
as attorney or attorneys-in•fact,or agent or agents of said Company,in its name and as its act, to execute and deliver any and all contracts
guaranteeing the fidelity of persons holding positions of public or private trust, guaranteeing the performances of contracts other than
insurance policies and executing or guaranteeing bonds and undertakings, required or permitted in all actions or proceedings, or by law
allowed, and
Also,in its name and as its attorney or attorneys-in-fact, or agent or agents to execute and guarantee the conditions of any and all
bonds, recognizances, obligations, stipulations, undertakings or anything in the nature of either of the same, which are or may by law,
municipal or otherwise, or by any Statute of the United States or of any State or Territory of the United States or of the Provinces or
territories of Canada,or by the rules, regulations, orders, customs, practice or discretion of any board, body, organization, office or officer,
local, municipal or otherwise, be allowed, required or permitted to be executed,made, taken, given,tendered, accepted,filed or recorded
for the security or protection of, by or for any person or persons, corporation, body, office, interest, municipality or other association or
organization whatsoever, in any and all capacities whatsoever, conditioned for the doing or not doing of anything or any conditions which
may be provided for in any such bond, recognizance, obligation, stipulation,or undertaking,or anything in the nature of either of the same.
I, Richard Calder an Assistant Secretary of the UNITED STATES FIDELITY AND
GUARANTY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the original power of attorney given
by said Company to James J . Petersen, Linda Donellan and John E. McCrehan
of Chicago , Illinois , authorizing and empowering them to sign bonds as therein set
forth,which power of attorney has never been revoked and is still in full force and effect.
And I do further certify that said Power of Attorney was given in pursuance of a resolution adopted at a regular meeting of the
Board of Directors of said Company, duly called and held at the office of the Company in the City of Baltimore. on the 25th day of
November,1981,at which meeting a quorum of the Board of Directors was present,and that the foregoing is a true and correct copy of said
resolution,and the whole thereof as recorded in the minutes of said meeting.
In Testimony Whereof, I have hereunto set my hand and the seal of the UNITED STATES FIDELITY AND GUARANTY
COMPANY on Kay 2. 1903
(pate)
.Assistant Secretary.
I
INSURANCE BINDER
Binder No
Ord .xHISBINDER ISA'TEMPORARY INSURANCE CONTRACT,SUBJECT r 050283
TO THE CONDITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM.
i AME AND ADDRESS OF AGENCY COMPANY
BITUMINOUS CASUALTY CORP.
McManus & Pellouchoud, Inc. Effective m May 2 19 83
• rCOJ6• 141 W. Expires ❑ 12:01 am ❑ Noon
7c1..
04 At Polio 1 9issuance
0 This binder is issued to extend coverage in the above named
company per expiring policy #
,
except as noted below)
AME AND MAILING ADDRESS OF INSURED Description of Operation/Vehicles/Property
City of Elgin, its Consultants, Spring, DuPage and Fulton Streetscaping
If Agents and Employees Elgin, Illinois
11150 Dexter Street Wayne E. Zimmerman Concrete
Elgin, Illinois 60120 CONTRACTOR:
Construction
x
Type and Location of Property Coverage/Perils/FormsAmt of Insurance Ded. �
.. P
P
• I '
,
.
Limits of Liability
Type of Insurance Coverage/Forms —EachOccurrence Aggregate
.t' I 0 Scheduled Form 0 Comprehensive Form OCP Bodily Injury $1,000,000 '$ 1,000,00s
0 Premises/Operations Property
0 Products/Completed Operations Damage $ 250,000 $ 500,00'
L 0 Contractual I Bodily Injury &
Other (specify below) Property Damage,
Per Per Combined $__,
0 Med. Pay $ $Penson Acudent
0 Personal Injury ❑ A 0 B 0 C Personal Injury $
Limits of Liability
j''
. 0 Liability 0 Non-owned 0 Hired Bodily Injury (Each Person) $
0 Comprehensive-Deductible $ Bodily Injury (Each Accident) $
?<- 0 0 Collision-Deductible $
❑ Medical Payments $ Property Damage $
0 Uninsured Motorist $
<TT, I 0 No Fault (specify): Bodily Injury & Property Damage
0 Other (specify): Combined $
Ri
0 WORKERS' COMPENSATION — Statutory Limits (specify states below) 0 EMPLOYERS' LIABILITY — Limit $
'•, rPECIAL CONDITIONS/OTHER COVERAGES
Owner's Protective Liability
-
FAME AND ADDRESS OF 0 MORTGAGEE 0 LOSS PAYEE 0 ADD L INSURED
LOAN NUMBER
I 2
r (21,40ir �--O5/2,
ignatur t Authorized Representative Date
ORD 75(11-77) 'I -e)
r -•y'
aI -
y
a.
.`~,moi::
`Y:
`:ti
�.a�` ••�t-�� 'y' tt•• -yam +
_ 4..
��'�. 1.-4- � �-9i!7'z � ,1 �i�+.'�1�.�� '7I7«i�'��' 'jxorci ,-- _ '" �,_ 1 I. .':1. ti- �s'" '.�-'fir.. _�4. , 1 ^i..-'':_ ''-- ,..i.
..i..-':'. Mc AND ADDRESS OF AGENCY •
McManus & Pellouchoud, Inc. • COMPANIES AFFORDING COVERAGES
.L; 141 W. Jackson Blvd. COMPANYTTER A BITUMINOUS CASUALTY CORP.
hicago, Illinois 60604
•y COMPANY B
LETTER
NAME AND ADDRESS OF INSURED
ayne E. Zimmerman Concrete Construction LETTER
.0. Box 245
.4..c--._ Huntley, Illinois 60142 ETTERNY D -
COMPANY
LETTER
'. his is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time. Notwithstanding any requirement,term or condition
_+ of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the '-
erms,exclusions and conditions of such policies. )`
MPANV POLICY of Liability in Thousands(000) ''
TTER TYPE OF INSURANCE POLICY NUMBER EXPIRATION DATE EACH AGGREGATE
OCCURRENCE
A GENERAL LIABILITY MP 1 543 713 6/10/83 BODILY INJURY $ 500 s 500
O COMPREHENSIVE FORM
El PREMISES—OPERATIONS PROPERTY DAMAGE s 500 s 500 I.
EXPLOSION AND COLLAPSE
c HAZARD
El UNDERGROUND HAZARD
®PRODUCTS/COMPLETED
�
OPERATIONS HAZARD BODILY INJURY AND
E JCONTRACTUAL INSURANCE PROPERTY DAMAGE $ $
® BROAD FORM PROPERTY COMBINED
E DAMAGE
® INDEPENDENT CONTRACTORS
® PERSONAL INJURY PERSONAL INJURY $
' AUTOMOBILE LIABILITY BODILY INJURY '''
Ir BA 1 325 662 6/10/83 (EACH PERSON) $
® COMPREHENSIVE FORM $ --
nn BODILY INJURY
)S1 OWNED (EACH ACCIDENT)
ailDAMAGE $
L�(J HIRED
BODILY INJURY AND _ "t
[i] NON-OWNED NON-NON-OWNED $ 500 .PROPERTY DAMAGE
• COMBINED Asi.•%si.ZiF�st3.vnr,;.
EXCESS LIABILITY UL 1 479 758 6/10/83
.• . i
BODILY INJURY AND
® UMBRELLA FORM PROPERTY DAMAGE $2,000 $2,000
❑ OTHER THAN UMBRELLA COMBINED
FORM s
WORKERS'COMPENSATION WC 1 022 559 6/10/83 STATUTORY
Yl" <M �I '
of and ''=ss"r'-. -'" •`_Y`_ ;a s 500
=
...
EMPLOYERS'LIABILITY (rr(II
(EACH ACCIDENT)r•
y.
:,., r OTHER
. .s..;:,?,,, -r•!� ,;,a;�s7:.,v.'3.; �..a;,Ac., ...- g .2` �..:•r ;a K ,,_: ..�:r "hr ,...-tr :..t_,,,;a: -
.. -.._+t7�T-.-., s"y `S t:.r< �. s :. ':y?G�Sn'.�.,ws-'
'
L RIPTIOI OF OPERATIONS/LOCATIONSNEHICLES '
JOB: Spring, DuPage and Fulton Streetscaping
Elgin, Illinois
Cancellation: Should any of the above desccibed policies be cancelled before the expiration date thereof, the issuing com- •
pany will endeavor to mail days written notice to the below named certificate holder, but failure to
.. [ mail such notice shall impose no obligation or liability of any kind upon the company.
NAME AND ADDRESS OF CERTIFICATE HOLDER-
S'.. I:
DATE ISSUED: May 2. 1983
City of Elgini.
150 Dexter Street
- Elgin, IL 60120 U � �Ls� '
AUTHORIZED R PRESENTATIVE
ACORD 25(1.79) V
•
OF ILLINOIS
DEPARTMENT OF TRANSPORTATION
PRECAST REINFORCED CONCRETE FLAT SLAB TOP
for MANHOLES . CATCH BASINS. I
17, and IALE MILTS
U. -, • Afiza Nvetts1 101 Skil reso Ms"s00009 0 1000 SOS
of N./N.•.,SON NINN.a
w..I.rew.Iwl.D• «100410•ww r.MAs MN/N
• �� — .KN.Mwe1..10 AIheN 11O IS se/w SI.w•*0 S,.NI1•N.I.
J• ' , /r INw/eMN/.e00.W•I.IwsAM. Own~NA•••fa ��
Iw rigtui"50 dB. realer.I..r.•ne id...S. Mr.M..Mew.win w..w..Aare / L '� .
SM/MAI AV \. .Pu t. 1 S,nu*Nr ysw N Mn•.A A Nl.rMI.Ne 31•►w C __ / \
v■ ar ANS I,ne rw. 'We AM SIN M.r►Mese•..him N MI WWI./Aw.M.ww M (ii
,��
A••p►•r.ww rill!rite,
M� NMn/O..wwr� .
wwlw/101,.11•,/a1/,r,�...NIM eN.«NIM.wMtAw r.A.w
1 .IN ar.O.e.s...WO,,.r•NN yr.'s•NM ool '- 1
ti I. _ 11,■ ■■11 ,„e..I.n..'w,14,w v,,,'.."�,.:'�'`xx...,OG4•11:'fel- '"
i= I j OMNI.
` ■ A ...MOO s �M AMAw.M rw1 MMI10.1010
1 ■►]■� NIs...MNNsw wwwy/rw w««.10.10 A
/N l.•N
II WM
III 1111.1
0.10-4,° G / Ile1 L +V/'/" 4.....
i IN
IliU $—&IPU Not( r LUP?7 0 LOOP .' / i
VD rins441
I 11atgNJK mute,
&Al PLAN
Sterir Miele Wits feeds Rv/dltfiffitel --- ----- - - QQ 8.611106 811-IN iteletetteeref
ear heirs/ Settler
O..w t_,-----• N A.•C_f- -�- - -- -IA
Ose..MNw«s.e/er- -
kl-- ..-- 4.10 r4. ° -- r... ° �r�. - - ° -- - --
I ' I1 d.
I ', . •I I,I
fECTTON A-A Allernelo slemI Con/irrroIons - SECTION B-B
/
//
TABLE
_•twiru+,.,j_- ••w.,t
O ► 0. I lib'ww112!Irr
I...1 11t•e„RM1M Se AwyM w.•...
w l
S' ' ..4 r 00so 0/10 It •1 1'-O" I'•1' Iy.
A
4:0.111- `:
• 4 SSN.//..N •S 1:r 14-
I• o
INN • ru,•a. II Ms.•N•. S:O'I"^ r JS w,w/b.N H S'-O' O'-I' 1/
11/4111111111• N.••.s.sa•.?IM_ n. .0,111_ IA C
' •• •a Y.• er. yen Ti
as
s.•«•.• ,,I..• er. J .r• 0
- '2=...0 + -- —� - STANDARD 2384-I uto
04. SA..I
f '" `i ----1
roil PIN roll Pm, roll roil Vol irvI PR" frmi rill fr rirlI Pm', tr.," "
STANDARD DESIGN
- FRAME AND LIDS TYPE I
224 Dia. -
oc ) o � rIo:o,O6,
A �0011*,
;fir A O t > O B D , Ayr 1:7T.Cref),
� �b '�I;f��;
L — �` Mc7 + i f,ti rixi 0 ! "Min.for G I.
co C—=O , " tfl"�. ,A ii;f Min.for D.I.
B 000 _ � �' a o;ot� p
J�j r
/iiri7/_
I I " 214'1 -N
.0_ ,.-
' "� ,••
6,N.• 6 w. 644" SECTION C-C
I'L I ire
2111 .
31 /_�r�%
MI 6 Dio.
�����'� "min. ;ate SECTION D-D OF GRAY IRON LID
_ , — WT. 150 Lbs.
In ,4% ��►„--L SECTION B-8
NN
36"Dia. CAST OPEN LID 1 - --� 1
SECTION A-A WT. 116 Lbs. �►te•lI"- -.
CAST FRAME 6 Do.
D-D OF DUCTILE IRON LID
GRAY IRON
WT. WT. 115 Lbs.
390 Lbs.
STATE OF ILLINOIS ISSUED 1-4-65 The open and closed lids may be made of either
Gray Iron, or Ductile Iron,conforming to the CAST CLOSED LID
DEPARTMENT OF TRANSPORTATION REVISIONS Standard Specifications. Ductile Iron casting
shall be Grade 60-40-18,and shall be proof D
PASSED...A_ 3 T ►._JJ$-,---, 1973 W.F. 9-15-65 loaded in accordance with Federal Specifications
�,fV• 1. W.F. 3-11-68 RR-F-621 b, Section 3.8 . The proof load shall be O
"�nQ ei of to r .s 25.000 lbs. on a 9"x9"cast block. W
APPROVED_------_upttmptr_� __I 973 W.F. 1-17-72 0
WI
nam..r of ..slew DIN.W. 9-18-73
STANDARD 2213- 4 a
( Ipsi:.1 WE.
r
B-I0.35 d
STANDARD DESIGN •
r FRAME AND GRATES TYPE 3
13-11 73 ......_1.1,. m Mde and 3•tt 43 Slotted
Curb box adjustable r 1 hole for galvanized,Ye Bolt,Nut
14" from 5 l to 9---.N.... II'6 h 1 and Washer.
i
r 1
rA j A ''S' -.e. ., —Aim ;.i.
L ea7,...,:i.:_,_ In. 7j ,
iI
....L j _ r e ci
r ,
0, ___
+2•L
. ,----z-v-
10` ...if
B� _
�-- -- 221/—-~34
23�„ SECTION B-B
CAST FRAME
•, -7% GRAY IRON
I I WT. 387 Lbs.
r ^N ,
.._.,
..
-T T
22
D.,.., _..., ,.._,.., „, _a,h3/4..
r 1ilk
..•
C )C )C ) t T I
r i
P, _1 ( )( )0 -
36- , C )( )0 T -7
r7 ( ) )c )
SECTIONA-A ( )j( )( J , L
I 'F D� I r
`l ,.......„ , 14 I 22" 1 Icy"' �_
�In'ril 1
U I�" Ma. £, ire . 110. I .-"i'i' D-D
l 1=I —T 1 r8"? �2� ']Wmn �2� or
-
EE I II 11 E SECTION C C
WWI CAST GRATE
` �� sfa
la�l I!s
J WT 101 Lbs
II II _,.
•
,,,___c. ,7,3?" 1 Hole
2,e.
..,.. 7.. .,.,
=:9—L I 31,I E Az". 2"Slotted note
I I� 1� I T-�_�TI SO bar welded
- 10 grate DO1
r �„
END VIEW %' 1 a i.=i��� ;,�
` ;;-
/-See Detoil F- ^ I1— 1
T n I
' j i 1 ti..� Galvanized 1r2•BOIIJ .1 P
142-0, I�-ii/ +i, .I,,2• FINISH a I"" y••
j
Nut and Washer ••
• It Steel grate shall be given r
one shop coot of block 121/ 1,O KING D VICE
E ,
SECTION E-E
bituminous point. DETAIL F
GENERAL NOTES
STEEL GRATE
The cost grate may be made of either Gray The material for steel grate shall Conform
WT. 67 Lbs iron,co Ductile Iron conforming t0 the 10 Article 71004 of the Standard Speciflco-
STATE OF ILLINOIS SSuE0 1-4.65 Standard Specifications Ductile Iron Cost- tions
ing shall be,Grade 65-45-12
DEPARTMENT OF TRANSPORTATION REVISIONS The use oterther a cos'grate or a steel gate
PASSED 1974 W F 9 15 65 with the COSI frame shall be the ootion of the
Contractor
WF 3.11.68
Ene,.m'01 Omupn Ot»•or,e,s
APPROVED„,..Nov. 14, 1974 OWW 9-16.73
� � .�/� DWW 10.21-74
.,orar„oI — - STANDARD 2214-4 -
C1 IMOO s,to, WF
.
rii __________. STANDARD DESIGN D-10.65 c
i
1 FRAME AND GRATES TYPE I I
•
t i •RAD and 14;X VW slaw
•
t ,tole for plumbed. Bolt,Wt
s lit arae from to:t'°" '� -.
E. lir
rr t 7
IMI il TA
A t. �..�_=,.�':hF-- a-LCs-�. , A . .�.EWar�•
_ •T
L � 11 I.
. •
r f = „/,
di ; .
r 1 [ ... 4
301x} 1 .,... Rel $EcTIoN 1-s WT. 3B2Ibs� x
°'1 "1 -116" 1 ta`
t===> " T
—'T c 1 "Tit 0000 C op in
r i;
O c=c= d---ii"
Mill
1A- 4I -
r
f
' ' ' :eVG� Icy
.-1. . 12111111r111112.
1• Macr•■. u. r•■. I SECTION D-0
• =1 wily
_roil..A-A 1% br•ee. 14Y
ACTION C-c
CAST GRATE
Thew of either a cost prafs or WT, 101 Lbs.
1 o sleet rote.Nh the cost home
shall be Me option of the Centrector.
ri44'..1
t.Ilse• _
I ir3
2 t;. 11 s 2•Slotted hole INEMEN +I T • '`
• Ilii so.bar..teed i.A i MAIM. 1 0
IT e.i. to prate bar. INEMINI—}— • —T
I
r..l,;; il Ma ,1► ._ • qfd T •• t qi '1 IYL 111+ I"
I
r �� _of ',�irT_
_."—See Detail F� EPlD VIEW
N
..,
f /t 1 1T
Gowonisw,1!Wt. `
•
NA and Washer. l 1�I`' �► • ,,,�/ .4- I
r undsg ..,,
ACTION E-E grate stall be pen
arts shop twat of blodt
STEEL, GRATE Mutinous point.
r . WT. 55 Lbs.
STATE Cr ILLINOIS ISSUED 1-4.65 The cast croft mayberm*ofeither Croy ron Thenateriolfor steel grate shall conform
or Ductile Won conforming to the Standard to Akttrrccle 710.04 of the Standard Specif-
DEPARTMENT OF TRANSPORTATION REVISIONS Specifications. Ductile ran Costing loll be bottom for Structural Steel.
rw►SSE.{o/_`jA, 1M_1S.___----em W.F.. •-isiS Grade 65.45.12.
es Au
�.e•...�' - W 3-Il-IS
Af PNOVE4.--._....t 4!! i__..1973 o.W.w. ••16.73
r . M.P.,„ , -
-52-
STANDARD 2220-3
(airs.) WE