Resolution 1995-19 • Cy
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Jb
RESOLUTION
WHEREAS, the city of Yorkville located in the county of Kendall, state of Illinois,
wishes to have a street constructed to IL 47 which by law comes under the
' jurisdiction and control of the Department of Transportation of the state of Illinois,
and
WHEREAS, a permit from said Department is required before said work can be
legally undertaken by said city of Yorkville; now
THEREFORE, be it resolved by the city of Yorkville, county of Kendall, state of
Illinois.
FIRST: That we do hereby request from the Department of Transportation, state
of Illinois, a permit authorizing the city of Yorkville to proceed with the work herein
described and as shown on enclosed detailed plans.
SECOND: Upon completion of the proposed street by the developer and
acceptance by the city, the city guarantees that all work has been performed in
accordance with the conditions of the permit to be granted by the Department of
Transportation of the state of Illinois.
Further, the city will hold the state of Illinois harmless for any damages that may
occur to persons or property during such work.
The city will require the developer to obtain a bond and a comprehensive general
liability insurance policy in acceptable amounts and will require the city to add the
State of Illinois as an additional insured on both policies.
THIRD: That we hereby state that the proposed work is, is not, (delete one) to be
performed by the employees of the city of Yorkville.
FOURTH: That the proper officers of the city of Yorkville are hereby instructed
and authorized to sign said permit in behalf of the city of Yorkville.
I, , here 4y certify the above to be a
(C' Clerk)
true copy of the resolutio p ssed byte ity Council, county of Kendall, state of
Illinois.
Dated this 7 day of A.D. 19
AIL-
10
ure)
(C0PPORATF; SEAL)
RPS i5l u
)Zv)) Illinois artment
of Transportation Highway Permit
District Serial No.
I (We) City of Yorkville 610 Tower Lane
Yorkville(Name of Applicant) IL 60560 (Mailing Address)
(City) (State) , hereinafter termed the Applicant,
request permission and authority to do certain work herein described on the right-of-way of the State highway known
IL as Route? Section from Station to Station
Kendall
County. The work is described in detail on the attached sketch and/or as follows:
*@ Countryside Parkway
Upon approval this permit authorizes the applicant to locate, construct, operate and maintain at
the above mentioned location, a paved surface street access to the Yorkville Fitness Center as
shown on the attached plans which become a part hereof. .
The city agrees that future development may necessitate the addition of turn lanes and will
require the developer/property owner to submit a new traffic study for the Department's review
prior to issuing any additional building permits. If any turn lanes are required, it will be the
developer/property owners' responsibility to construct prior to further development being
�llowed.
SEE ATTACHED SPECIAL PROVISIONS
180 days
It is understood that the work authorized by this permit shall be completed within after the date this permit
is approved, otherwise the permit becomes null and void.
This permit is subject to the conditions and restrictions printed on the reverse side of this sheet.
This permit is hereby accepted and its provisions agreed to this c,22 day of
19 1 .
Witness - - Signed
1 pplicant
Mailing Address / 6
Mailing A ress /
IDS/ —t e 60 6G 0J6Q
City U State CiW State
700 East Norris Drive, Ottawa
SIGN AND RETURN TO: District Engineer Illinois
Approved this 3 h d- da y of 19
Applicant (2) PMT30'/S
Ron Walker DE RTMENT OFT ANSPORTATION
Field Engineer L-3707 �yl`J
Final Inspection BY:
District Engineer
BT 1045(Rev. 12/92)
IL 494-0135
N ,
First: The Applicant represents all parties in interest and shall furnish material, do all work, pay all costs, and shall in G
reasonable length of time restore the damaged portions of the highway to a condition similar or equal to that existing before
the commencement of the described work, including any seeding or sodding necessary.
Second: The proposed work shall be located and constructed to the satisfaction of the District Engineer or his duly
authorized representative. No revisions or additions shall be made to the proposed work on the right-of-way without the
written permission of the District Engineer.
Third: The Applicant shall at all times conduct the work in such a manner as to minimize hazards to vehicular and
pedestrian traffic. Traffic controls and work site protection shall be in accordance with the applicable requirements of
Chapter 6 (Traffic Controls for Highway Construction and Maintenance Operations) of the Illinois Manual on Uniform Traffic
Control Devices for Streets and Highways and with the traffic control plan if one is required elsewhere in the permit. All
signs, barricades, flaggers, etc., required for traffic control shall be furnished by the Applicant. The work may be done on
any day except Sunday, New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas
Day. Work shall be done only during daylight hours.
Fourth: The work performed by the Applicant is for the bona fide purpose expressed and not for the purpose of, nor will it
result in, the parking or servicing of vehicles on the highway right-of-way. Signs located on or overhanging the right-of-way
shall be prohibited.
Fifth: The Applicant, his successors or assigns, agrees to hold harmless the State of Illinois and its duly appointed
agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this
permit.
Sixth: The Applicant shall not trim, cut or in any way disturb any trees or shrubbery along the highway without the ap-
proval of the District Engineer or his duly authorized representative.
Seventh: The State reserves the right to make such changes, additions, repairs and relocations within its statutory limits
to the facilities constructed under this permit or their appurtenances on the right-of-way as may at any time be considered
necessary to permit the relocation, reconstruction, widening or maintaining of the highway and/or provide proper protection
to life and property on or adjacent to the State right-of-way. However, in the event this permit is granted to construct, locate,
operate and maintain utility facilities on the State right-of-way, the Applicant, upon written request by the District Engineer,
shall perform such alterations or change of location of the facilities, without expense to the State, and should the Applicant
fail to make satisfactory arrangements to comply with this request within a reasonable time, the State reserves the right to
make such alterations or change of location or remove the work, and the Applicant agrees to pay for the cost incurred.
Eighth: This permit is effective only insofar as the Department has jurisdiction and does not presume to release the
Applicant from compliance with the provisions of any existing statutes or local regulations relating to the construction of such
work.
Ninth: The Construction of access driveways is subject to the regulations listed in the "Policy on Permits for Access
Driveways to State Highways." If, in the future, the land use of property served by an access driveway described and
constructed in accordance with this permit changes so as to require a higher driveway type as defined in that policy, the
owner shall apply for a new permit and bear the costs for such revisions as may be required to conform to the regulations
listed in the policy. Utility installations shall be subject to the "Policy on the Accommodation of Utilities on Right-of-Way of
the Illinois State Highway System."
Tenth: The Applicant affirms that the property lines shown on the attached sheet(s) are true and correct and binds and
obligates himself to perform the operation in accordance with the description and attached sketch and to abide by the policy
regulations.
The applicant shall notify Tom Schaefer, Field Engineer, Phone: (815) 942-0351
or the District Permit Section, Phone: 815-434-8490 twenty-four hours in
advance of starting any work covered by this permit.
Aggregate material shall be obtained from a State approved stock pile and shall be:
SUB-BASE GRANULAR MATERIAL TYPE A (CA-6 Gradation).
This work shall be done according to the cross section shown on the attached
sketch, and at no place between the edge of the pavement and the ditch line shall
the drive be higher than the edge of pavement.
The State right-of-way shall be left in good condition. (No advertising matter shall
be placed on the State right-of-way).
The petitioner, their successors, or assigns, shall maintain that portion of the
driveway on State right-of-way in such a manner satisfactory to the Department,
otherwise the Department will maintain the shoulders included in the entrance
driveways to the same standard that exists on adjacent shoulders, and if
necessary, such areas will be restored to the original cross section and earth
shoulders.
All turf areas which are disturbed during the course of this work shall be restored
to the original line and grade and be promptly seeded in accordance with Standard
State Specifications.
Whenever any of the work under this permit involves any obstruction or hazard to
the free flow of traffic in the normal traffic lanes, plans for the proposed method
of traffic control must be submitted to and approved by the District Engineer at
least 72 hours, and preferably longer, before the start of work.
The Department reserves the right to reject or accept any contractor hired by the
applicant.
11finois Department Maintenance Engineering to be
of Transportation Performed by a Consulting Engineer
(to be attached to BLR 8202 or BLR 8205)
-ne services to be oerformed by the engineer, pertaining to the various items of work included in the estimated cost of
raintenance operations (BLR 8202 or 8205), shall consist of the following:
PRELIMINARY ENGINEERING shall include:
Investigation of the condition of the streets or highways for determination (in consultation with the
local highway authority) of the maintenance operations to be included in the maintenance
program; preparation of the maintenance resolution, estimate and proposal; attendance at meetings
of the governing body as may reasonably be required; attendance at public letting; preparation of the
contract or acceptance of proposal forms; and the preparation of the maintenance expenditure
statement.
ENGINEERING INSPECTION shall include:
Fumishing the engineering field inspection (including preparation of payment estimates
and/or checking material invoices) of those maintenance operations requiring professional on-site
inspection, as opposed to those ordinary operations such as street sweeping, snow
removal, tree trimming, crack filling, cleaning ditches and culverts, etc., which typically require
no professional inspection.
=or furnishing preliminary engineering, the engineer will be paid a base fee PLUS a negotiated fee percentage. For furnish-
,ng engineering inspection the engineer will be paid a negotiated fee percentage. The negotiated preliminary engineering
,ee percentage for each group shown in the "Schedule of Fees" shall be applied to the total estimated costs of that group.
'ie negotiated fee for engineering inspection for each group shall be applied to the total final cost of that group for the items
,,rnich required engineering. (See reverse side for additional instructions). In no case shall this be construed to include
s oervision of contractor operations.
SCHEDULE OF FEES
BASE FEE _
Programs
o f $15,000 000 o r Less) Over
r
15,000
Negotiated ($1,000 Maximum
$1,000 E -
P L U S
Preliminary Engineering Engineering Inspection Operation to be
Group I Acceptable Fee % Negotiated Fee % Acceptable Fee % Negotiated Fee % Inspected, Etc.
NA I NA NA I NA NA I
i
I1
2% NA I NA I NA I
III 4% 4%
IV 5 % 5% I o °0 6% $56,697.
SIGNATURES
BY: k PAVIA—MARTING & CO.
L Agencl Cffcial Consulting Engineer _� :' QQ2-Qc?Gap '
REG!STEP
C TY ADMINIST TOR By: / �'
Title S E`( +Seal).
Date ate I)I I I]I I O>>'
lL 494-0325 BLR 4310(Rev. 11/93)
Croup Typical Operation Within Group
I Non engineering items, materials or services purchased without a proposal, i.e. electrical energy, expendable
small tools.
II Routine day labor maintenance items, i.e. street sweeping, tree trimming or removal, mowing, ice and snow
control, cleaning ditches, brush removal, traffic signal maintenance, lighting maintenance and purchases by a
proposal of materials not directly incorporated into the work. Items requiring minimum preliminary engineer-
ing and no engineering inspection.
III Day labor maintenance items requiring material proposal. Items furnished and spread or delivered to jobsite
by material suppliers. Items requiring preliminary engineering and/or engineering inspection.
IV Contract maintenance items performed by contractors. Items requiring preliminary engineering and/or
engineering inspection.
Notes:
t) The negotiated fee shall not exceed the acceptable fee percentage for each group and shall be negotiated based on the
level of complexity involved.
?) PRELIMINARY ENGINEERING: The negotiated fee for each group shall be applied to the total estimated costs of those
items in that group (excluding engineering cost).
3) ENGINEERING INSPECTION: To compute the estimated cost, the negotiated fee for each group shall be applied to
the total estimated cost of those items in that group to be inspected. The actual fee paid shall be based on the final
costs of those items in that group given field inspection by the Engineer.
4) Payment for maintenance engineering may be arranged.:
(a) On the basis of base fees plus percentage fees not to exceed the fees listed, or
'(b) On the basis of the actual costs of services plus a specified percentage for overhead, or
'(c) On the basis of a lump sum fee.
' If method (b) or (c) is employed, the total engineering cost shall not be greater than the amount determined under
method (a).
!S) Ten percent of the total fee is to be withheld until such time as the expenditure statement is submitted and the final cost of
inspected items is known.
(6) Each maintenance operation shown on the "Estimate of Maintenance Costs" shall show the applicable engineering Grc
(I to IV) for which the operation applies.
(7) Base fee applies only to preliminary engineering.
State of Illinois
Department of Transportation
SPECIAL PROVISION
FOR
TEMPORARY TRAFFIC CONTROL DEVICES
Effective: February 1 , 1995
Temporary traffic control devices shall be. according to Section 901 of the
Standard Specifications, Standard 2298, and the following:
ARROW BOARDS: Arrow boards shall be according to Article 784.04 of the
Standard Specifications. On roads with speeds of 80 km/h (45 mph) and above,
Type C units shall be used for all operations 24 hours or more in duration,
and Type B units may be used for operations less than 24 hours in duration.
Type A, 8, or C units may be used for all operations on roads with speeds less
than 80 km/h (45 mph) . Arrow boards shall not be used to direct passing moves
into lanes used by opposing traffic.
TYPICAL SIGN INSTALLATIONS: Alternate designs and or materials may be
permitted when authorized by the Engineer. All materials shall be substantial
and durable.
Signs on temporary supports shall be within 20 degrees of a vertical position.
Weights of concrete, stone, or brick will not be allowed and all weights used
to stabilize signs other than sandbags must be rigidly attached to the sign
support as close to the ground as possible.
Post mounted signs shall be erected and maintained within 5 degrees of a
vertical position. Two posts shall be used for signs greater than 1 .5 m2
(16 sq. ft.) in area or where the height between the sign and the ground
exceeds 2.1 m (7 ft.) . Bracing no heavier than 50 x 100 mm (2 x 4 in.)
nominal dimensioned wood may be used for added support. Any brace placed
parallel to the road shall be sloped down toward approaching traffic. .
When approved by the Engineer, skids may be used to support signs where posts
are impractical . They shall not exceed the structural design of Type III
barricades and shall be no greater than 1 .2 m (4 ft.) in length.
FLEXIBLE DELINEATORS: Flexible delineators shall be tubular in shape and
designed to bend under repeated impacts and return to an upright position
without damage to the impacting vehicle or the tubes. They shall be attached
to the pavement with adhesive meeting the recommendations of the delineator
manufacturer. The use of studs will not be permitted without the approval of
the Engineer.
The tubes shall be orange in color and have 2 reflectorized orange and 2
reflectorized white bands meeting the requirements for signs in Article 784.06 -
of the Standard Specifications.
The tubes shall be readily removable from the bases to permit field
replacement. All missing or severely damaged tubes shall be replaced prior to
suspension of work each working day and once each nonworking day on a schedule
approved by the Engineer.
TEMPORARY RUMBLE STRIPS: The rumble strip shall be black in color formed of
high strength formed polycarbonate. The strip shall be of one—piece
construction with 2 channels on the underside for flexibility and proper
adhesive bondage. The channels shall be interconnected at four or more
locations to permit the bonding 'material to flow from one channel to the
other. There shall be at least 6 weep holes through one or both channels to
the upper surface of the strip and at least 4 through the leading edge of the
strip to prevent air voids between the strip and the bonding material .
The rumble strip shall . be capable of supporting a load of 2700 kg (6000
lbs.) . The load capacity shall be determined by placing a strip over the open
end of a 25 mm (1 inch) high vertically—positioned hollow metal cylinder
having an internal diameter of 75 mm (3 inches) and a wall .thickness of 6 mm
(1/4 .inch). The load shall be applied slowly through a 25 mm 0 inch)
diameter by 25 mm (1 inch) high metal rod centered on the top flat portion of.
the strip. No weep holes shall be in the compression area. Breakage or
significant permanent deformation of the strip shall constitute failure.
Other similar designs may be used with the approval of the Engineer.
The strips shall be placed snugly against one another and attached to the
pavement with an adhesive meeting the recommendations of the rumble strip
manufacturer.
CONSTRUCTION SPEED LIMIT SIGN: The sign assembly shall be trailer mounted,
conforming to Article 784.05 of the Standard Specifications. All signs shall
be reflectorized meeting the requirements of Article 784.06 of the Standard
Specifications. The signs may be combined on a single panel .
The flashing lights for the construction speed limit signs shall feature
monodirectional amber lenses with reflectors and shall be visible through' a
range of 120 degrees when viewed facing the sign. The light shall be either
strobe, halogen or incandescent lamps, be visible for a minimum distance of
1 .6 km (1 mile) , and have a minimum flash rate of 40 per minute. A small
flashing "on" indicator light shall be provided on the back of the sign
visible for 150 m (500 ft.) to provide confirmation to workers the light i s
operating. The lights shal 1 operate on either full battery power with solar
panel charging (capable of maintaining a charged battery level) and 135 amp,
12 volt deep cycle battery(s) or a gasoline or diesel powered generator with a
maximum fuel capacity of 95 L (25 gals) .
BARRICADES. WING BARRICADES. DRUMS. CONES. VERTICAL PANELS & HIGH LEVEL
WARNING DEVICES: Type 1 and lA Barricades are intended for use on lower speed
roads and shall not be used where normal speeds are greater than 70 km/h
(40 mph) unless the reflective area of the upper rail is at least 0 .18 m2
(-288 sq. inches) . Type I and Type II Barricades shall not be intermixed
within an individual string of barricades. Type III Barricades are intended
for road and lane closures and shall not be used for channelization or
delineation.
—2—
The reflective sheeting used for barricades, wing barricades, drums, and
vertical panels shall meet the requirements of Article 784.03 and 784.06 of
the Standard Specifications. All barricades, wing barricades, and vertical
panels shall have alternating reflectorized white and reflectorized orange
strips sloping downward at 45 degrees toward the side on which traffic will
pass. Barricade stripes shall be 150 mm (6 inches) in width on barricades 900
Am (36 inches) or greater in length and 100 mm (4 inches) in width on
barricades less than 900 mm (36 inches) in length. Type I and Type II
Barricades shall be striped on both sides. Wing and Type III Barricades shall
be striped on both sides where traffic approaches from either direction.
Vertical panels placed on the outside of curves shall be striped on both
sides. The predominant color for other barricades components shall be white,
orange, or silver, except that galvanized metal or aluminum components may be
used.
Drums shall be nonmetallic and have alternating reflectorized orange and
reflectorized white horizontal , circumferential stripes. There shall be at
least 2 orange and at least 2 white stripes on each drum. If nonreflective
spaces are left between the orange and white stripes, they shall be no more
than 50 mm (2 inches) in width. All nonreflectorized portions of the drums
shall be orange. Drums may be slightly conical in shape and may have one or
more flat surfaces to minimize rolling when hit.
Frames for Type I or Type II Barricades shall be designed to provide a stable
support and should be constructed of light weight steel or aluminum angles or
tubing, wood, plastic, or rubber and have no rigid stay bracing for "A" frame
designs. Type III Barricades may be constructed of heavier materials than
Type I or Type II Barricades..
Barricade and wing barricade rails shall be no heavier than 25 mm (1 inch)
thick lumber or plywood except for the sawhorse design Type IA Barricade which
may have a rail no heavier than 50 mm (2 inches) thick lumber. Other light
weight weather resistant materials such as plastic, fiberglass, or sheet
aluminum may be used. The face of the barricade rails may be sloping or
vertical . Nominal lumber dimensions may be used to satisfy wooden barricade
component dimensions.
For wing barricades, the optional back bracing shown on the wood or metal
barricade may be used provided it attaches to the upright no higher than 300
mm (12 inches) above the bottom and provided that if wood is used, the bracing
shall be no heavier than 50 x 100 mm (2 x 4 inches) in size. Other light
weight designs may be used with the approval of the Engineer.
Only the name and telephone number of the agency, contractor, or supplier
shall be shown on the nonretrorefl ecti ve surface of all channel i zi ng devices.
The letters and numbers shall be a nonretroreflective color and not over 50 mm
(2 inches) in height.
The lights on wing barricades, barricades, drums, or vertical panels shall be
mounted above the top of the device to the side on which traffic will pass and
shall not obscure any reflectorized portion of the device.
—3
Weights of concrete, stone, wood, or brick will not be allowed and all weights
used to stabilize barricades other than sandbags must be rigidly attached to
the legs of the barricades as close to the ground as possible. No sandbags
will be allowed on the top rail of barricades. Sandbags may be placed on
barricade legs, over striped bottom rails not facing traffic, over unstriped
bottom .rails, or suspended from the barricade rail or frame in such a manner
so that the bulk of the sand is at least 450 mm (18 inches) below the top of
the barricade. Drums may be weighted internally with no more than enough sand
or water to provide stability, or by other ballast system designed by the drum
manufacturer and approved by the Department.
Cones shall be constructed of durable material able to withstand abuse by
vehicular traffic. Minimum weights shall be 2 kg (4 lbs.) ,for 450 mm (18
inches) , 3 kg (7 lbs.) for 700 mm (28 inches) , and 5 kg (10 lbs.) for 900 mm
(36 inches) cones with a minimum of 60 percent of the total weight in the
base. Where posted speeds are greater than 70 km/h (40 mph) cones shall be a
minimum of 700 mm (28 inches) in height. Reflectorized cones are not
required for day light operations, and shall only be used as specified on the
plans or as approved by the Engineer_ When used, reflectorized cones shall
have 2 white reflective bands
Vertical panels may be either post mounted, frame supported or attached to the
top of a barrier. Post mounted vertical panels shall be firmly attached to
light weight wood or metal posts with the top a minimum height of 1 .2 m
(4 ft.) above the pavement surface, or as approved by the Engineer. The frame
and rail requirements for Type I and Type II barricades shall also apply to
frame supported vertical panels. Frame supported vertical panels shall be
used only where normal speeds are 70 km/h (40 mph) or less with the top of
the panel a minimum of 900 mm (36 inches) above the pavement.
STOP AND SLOW PADDLE. The "STOP" face shall consist of white letters and
border on a red reflectorized background. The "SLOW" face shall consist of
black letters and border on an orange reflectorized background. All
reflective faces shall be fabricated with sheeting meeting the requirement of
Article 784.06 of the Standard Specifications. Areas outside sign borders
shall be light blue or b-1 ack. The portion of the staff within the sign face
shall match the sign colors. All colors and letters shall meet applicable
federal standards.
The staff shall consist of 2 sections joined by a coupling located 1 .5 m (5
ft.) from the bottom of the staff. Alternate designs may be used when
approved by the Engineer.
This sign shall be furnished by the Contractor and shall be used by the
flagger in lieu of flags or other signaling devices.
—4-
7955I
State of Illinois
Department of Transportation
SPECIAL PROVISION
FOR
INSURANCE
Effective: April 1, 1995
Revise Article 107.27 of the Standard Specifications to read:
"107.27 Insurance. The Contractor shall obtain and thereafter keep in
force the following insurance coverage provided by insurance companies
acceptable to" the Department and authorized to transact business under the
laws of the State of Illinois. The insurance companies providing coverage
shall be rated in the Best's Key Rating Guide. The Department will accept
companies with a rating not lower than B+ provided the financial size
category is VII or larger. Companies rated A- or better shall have a
financial size category of not less than VI . Coverage limits shall be
written at not less than the minimum specified in this Article. Higher
minimum limits and additional coverage may be specified by a special
provision elsewhere in the contract- Whether stated in this Article or
elsewhere, the Department does not warrant the adequacy of the types of
insurance coverage or the limits of liability specified.
(a) Workers Compensation and Employers Liability.
(1) Workers compensation shall be provided in accordance with the
provisions of the Illinois Worker's Compensation Act, as amended.
Notwithstanding the rating and financial size categories stated in
this Article, coverage may be provided by. a group self-insurer
authorized in Section 4(a) of the Act and approved pursuant to the
rules of the Illinois Department of Insurance.
(2) Employers Liability
a. Each accident $500,000
b. Disease policy limit $500,000
C. Disease - each employee $500,000
(b) Commercial General Liability. Required liability insurance coverage
shall be written in the occurrence form and shall provide coverage
for operations of the Contractor; operations of subcontractors
(contingent or protective liability) ; completed operations; broad
form property damage and hazards of explosion, collapse and
underground; and contractual liability. The general aggregate limit
shall be endorsed on a per project basis.
(1) General Aggregate Limit $2,000,000
(2) Products-Completed Operations
Aggregate Limit $2,000,000
(3) Each Occurrence Limit $1,000,000
8028I