Resolution 2014-05 lUinois De artment Resolution for Maintenance of
p Streets and Highways by Municipality
of Transportation Under the Illinois Highway Code
BE IT RESOLVED, by the Mayor and City Council of the
(Council or President and Board of Trustees)
United City of Yorkville Illinois, that there is hereby
(City,Town or Village)f � � (Name)
appropriated the sum o 2, � zs0 „dd
of Motor Fuel Tax funds for the purpose of maintaining
streets and highways under the applicable provisions of the Illinois Highway Code from May 1, 2014
(Date)
to April 30, 2015
(Date)
BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the
approved Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection
with this resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above.
BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above,
submit to the Department of Transportation, on forms furnished by said Department, a certified statement showing
expenditures from and balances remaining in the account(s)for this period; and
BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this
resolution to the district office of the Department of Transportation, at Ottawa Illinois.
I, Beth Warren Clerk in and for the United City
(City,Town or Village)
of Yorkville County of Kendall
hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by
the Mayor and City Council at a meeting on , Z/' J
(Council or President and Board of Trustees) Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of
(SEAL) C (Ty Clerk
(City,Town or Village)
Approved
Alli A 6P;_;�'�
Regio a Engineer
Department of Transportation
3h-S V
Date
Printed 2/4/2014 BLR 14230(Rev.07/15/13)
Illinois Department Municipal Estimate of
of Transportation Maintenance Costs
Muncipality: United City of Yorkville
Mainatenance Period 5/1/2014 to 4/30/2015 Section Number: 14 - 00000 - 00 - GM
Estimated Cost of Maintenance Operations
Maintenance For Group I, IIA,IIB,or III Est Total
Operation Maint. Insp. Unit Item Operation
No.Descri tion Growl Re . Item Unit Quantity Price Cost Cost
Bituminous Patching IIA Bituminous Cold Patch Ton 120 100.00 12,000.00
Surface Hot Mix Ton 200 70.00 14,000.00
Signs, Posts and Hardware IIA Various Signs EA 200 50.00 #####:## 10,000.00
Sign Posts EA 100 40.00 4,000.00 4,000.00
Brackets and Hardware EA 100 50.00 51000.00 5,000.00
Snow Removal I Bulk Rock Salt ton 2500 75.00 187,500.00
Salt Storage Rental I Building space rental for LS 1 7,750.00 7,750.00 7,750.00
bulk rock salt storage
Total Estimated Maintenance Operation Cost 240,250.00
Preliminary Engineering
Engineering Inspection
Material Testing
Advertising
Bridge Inspections
Total Estimated Maintenance Engineering Cost
Total Esimated Maintennace Costj 240,250.00
Submi Approved:
Municipal Offical Title Regional Engineer
Date Da
Printed on 2/4/20149:30 AM BLR 14231(Rev.07/16/13)
Illinois Department
of Transportation Special Provisions
The following Special Provisions supplement the"Standard Specifications for Road and Bridge Construction", Adopted
January 1, 2012 the latest edition of the"Manual on Uniform Traffic Control Devices for Streets
and Highways", and the "Manual of Test Procedures of Materials" in effect on the date of invitation of bids, and the
Supplemental Specifications and Recurring Special Provisions indicated on the Check Sheet included here in which apply to
and govern the construction of 14-00000-00-GM , and in case of conflict with any part, or
parts, of said Specifications, the said Special Provisions shall take precedence and shall govern.
Bituminous patching - the United City of Yorkville will use an N-30 or N-50 Surface course mix on all patches throughout the
city. All patches will be ferformed in accordance with Section 442 of the Standard Specifications for Road and Bridge
Construction adopted January 1, 2012
i
Page 1 of 1 BLR 11310(Rev.7105)
Printed on 2/412014 9:31:38 AM
T LR 1013
Page 1 of I.
State of Illinois
DEPARTMENT OF TRANSPORTATION
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
ROCK SALT
Effective August 1, 1969
Revised January 1, 2002
All references to Sections or Articles in this-specification shall be construed to mean a specific
Section or Article of the Standard Specifications for Road and Bridge Construction, adopted by
the Department of Transportation.
Description: This item shall consist of furnishing rock salt(sodium chloride) in bins or stockpiles
at location designated in the Proposal.
Materials. Material shall meet the requirements of Article 1013.02 except that the gradation
shall be as follows:
Passing.12.5 mm(112 Inch)sieve 100%
Passing 9,5 rrim (3/8 inch)sieve* 95- 100%
Passing 4.75 mm(No.4)sieve 20- 90
Passing 2.36 mm(No. 8)sieve 10_ 60%.
Passing 600-gm(No. 30)sieve . 0- 10%
The Department reserves the right to reject any shipments.of rock salt which are delivered in a
frozen"or caked condition or which contain free water.
The Department reserves the right to accept delivery of Rock Salt which, according to analys►s
by the Department, has a sodium chloride (NaCI)-content of.less.than 96.0 %, but Is not less
than .90.0 %. Material with' less than 90.0 % sodium chloride will be •rejected. When such
exceptions are allowed, payment will be adjusted.
Method.of Measurement..Rock salt will be measured by the metric ton (ton)..
Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton)"for
furnishing and transporting ROCK SALT based on the sodium chloride content.-Payment will be
in'accordance with the following schedule:
NaCl Content-96.0%to 1,00.0% Net Bid price"per ton.
NaCl Content 95.0%to 95.9% Bid price less $0.50 per metric.ton (ton).
NaCl Content 94.0%to 94.9%"•Bid price less $2.00 per metric ton (ton). '
NaCl Content 90,0%to 93.9% Bid.price less $4.00 per metric-ton (ton).
LR 442
Page 1 of 2
STATE OF ILLINOIS
DEPARTEMENT OF TRANSPORTION
DIVISION OF HIGHWAYS
LOCAL ROADS AND STREETS
BITUMINOUS PATCHING MIXTURES
FOR MAINTENANCE USE
Effective: January 1, 2004
Revised: June 1, 2007
This special provision covers course graded and fine graded bituminous mixtures for use in
maintaining small areas on flexible and rigid type pavement.
Materials.The materials, control, quality, sampling, testing, inspection and storage of material
shall conform to the specific requirements of the Standard Specifications for Road and Bridge
Construction adopted by the Department of Transportation.
Bituminous Patching Mixtures.The material supplier or contractor may furnish any of the
following Bituminous Patching Mixtures listed in the individual Group for which the award was
made.
Group I—Bituminous Patching Mixtures
Serial No. M-17-07: Bituminous Mixture for Maintenance Use, Emulsified Asphalt Type
Serial No. M-19-07: Bituminous Mixture for Maintenance Use, Liquid Asphalt Type
Serial No. M-20-07: Bituminous-Sand Mixture for Maintenance Use
Serial No. M-48-02: Bituminous Premix for Maintenance Use, Inverted Emulsified Asphalt
CBAE-2
Serial No. M-126-07: Bituminous Mixes for Maintenance Use, Reinforced Fiber Mixture
Bituminous Patching Mixture (HMA): This mixture shall conform to the material
requirements of Section 1030. The mixture shall be a High ESAL IL-12.5 N50, High ESAL
IL-9.5 N50, or Low ESAL IL-9.5 N30 mix. The bituminous material shall be limited to asphalt
PG 58-28 or PG 52-28.
Group II—Bituminous Patching Mixture (Proprietary)
I Serial No. M-120-07: Bituminous Premix for Maintenance Use- Optimix, Sylcrete, UPM,
QPR-2000, EZ Street, SMP-Proprietary Sources
Serial No. M-133-96: Bituminous Premix for Maintenance Use, Instant Road Repair-
Proprietary
Placing of Bituminous Patching Mixture. All holes and depressions in the existing surface
which exceed %" in depth shall be repaired by removal of all loose and defective material and
replaced with the specified Bituminous Patching Mixture. The material shall be compacted to
produce a tight surface conforming to the adjacent area.
Method of Measurement. Bituminous patching mixture will be measured for payment in metric
tons(tons).
LR 442
Page 2 of 2
Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton)for
BITUMINOUS PATCHING MIXTURE (GROUP 1); BITUMINOUS PATCHING MIXTURE
(GROUP 11);
When bids are taken F.O.B.trucks at the mixing plant a hauling differential of$ per ton-
mile haul from mixing plant to location designated in the proposal will be used to determine the
low bid. Round trip distance shall be used to calculate the hauling differential to be used to
compare bids. Bidders are required to fill in the location of the plant from where they propose to
supply the patching mixture, on the material proposal form.
i
State of Illinois
Department of Transportation
Division of Highways
Springfield
SPECIFICATIONS
FOR
BITUMINOUS PREMIX FOR MAINTENANCE USE
PROPRIETARY MIXES
Serial Number: M 120-10
1. DESCRIPTION. The patching material shall be composed of a mineral aggregate, plant-mixed
with a liquid asphalt and chemical additives from the suppliers of the proprietary mixtures. The
bituminous material shall be capable of coating wet aggregates without stripping, and shall be
available in various grades so that one such grade will enable a stockpile to remain pliable and
workable at a temperature of-26 °C (-15 °F). The patching material shall be capable of maintaining
adhesive qualities in patched areas which are damp or wet at time of application, and also after
remaining in an uncovered stockpile for up to twelve(12) months.
2. MATERIALS. Control of the materials shall be in accordance with the general requirements of
Section 106 of the current Standard Specifications for Road and Bridge Construction. If required, a
five kilogram (ten-pound) sample of the mineral aggregate and one-liter(one-quart) sample of the
liquid asphalt shall be submitted to the Bureau of Materials and Physical Research, 126 East Ash
Street, Springfield, Illinois, for performing the tests specified herein.
(a) Aggregate
All Coarse Aggregate used in the proprietary mixtures shall consist of crushed stone of
Class B quality or better as defined in Article 1004.01(a) & (b) of the above cited Standard
Specifications.
(b) Bituminous Materials
The bituminous material shall be a formulation of the liquid asphalt blend prepared under
the supervision of the proprietary mix supplier. It shall meet the requirements of ASTM D
2026 or ASTM 2027,whichever applies, modified as follows:
1
Nq10' 1
jr,
Ilb-I
ASTM D 92
Flash point(COC) 94(200) 94(200) 94(200) 94(200) 94(200) 94(200) 94(200) 94(200) 121 (250)
'C(*F)-minimum
ASTM D 21170
Kinematic Viscosity 400-600
60-C(140 IF)m0/s(cSQ 350-3000 300-4000 300-4000 30G-4000 400-2500 280400 300-4000 3004000
(CPS)
ASTM D 95 Water 0.1
%-maximum 0.2 0.2 0.2 0.2 0.2 0.2 0.2
ASTM D 402 Distillate
%by Volume of
Original Sample
Terriverature
Distillate to 225'C(437 IF) 0 0 0 0 0 0 0 0 0
Distillate to 260 IC(500 IF) 0-5 0-5 0-5 0-5 0-5 0-5 0-5 0-5 0-0
Distillate to 315'C(600 IF) 0-21 0-25 0-25 0-25 0-18 8-50 0-25 0-25 0-55
Residue from distillation
to 360 IC(680 IF) 70-94 72-95 — --- 73-95 70-95 72-95 72-95 80-90
%Volume by Difference
Residue Tests:
ASTM D 2171 Absolute 11.5-44.0 12.542.5 12.542.5 12.5-42.5 12.5-42.5 12.0-42.5 12.5-42.5 12.5-42.5 12.5142.5
Viscosity 60
Pascal Seconds(Poises) (115-440) (125425) (125-425) (125-425) (125-425) (120-425) (125-425) (125-425) (125-125)
ASTM D 5 Penetration
25-C(77 IF) 200 --- 200 200 300-
100 g,5s–minimum
ASTM D 5 Penetration,
modified with
cone,25*C(77 IF) 200 180 180 160 180 ---
150 g,6s–minimum
ASTM D 1113 Ductility
21'C(70 IF)
1cm/mIn. 100 100 100
cm–minimum
ASTM D 113 Ductility
4'C(39 IF)
1 cmlmin, 85 100 100 100 100 100 100
cm–minimum
ASTM D 2042
Solubility In
Trichloroethylene 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.9
%-minimum
(c) Stripping Tests
The combined UPM and liquid asphalt shall meet the following stripping tests:
(1) Stripping Tests: Dry Aggregate. Two-hundred grams of the air-dried aggregate
passing the 12.5 mm ('/z-inch) sieve and retained on the 4.75 mm (No.4) sieve shall be
combined with 6.3 percent, by weight, UPM liquid asphalt and mixed in a hemispherical
metal dish with a stiff spatula for three to five minutes or until a uniform coating is
obtained. Twenty-five grams of this material shall be immediately place in an oven at
60°C± 3 °C (140 OF± 5°F), for eighteen to twenty-four hours, after which it shall be
thoroughly mixed and allowed to cool to room temperature. The sample shall then be
immersed in water at a temperature of 49 °C± 3°C (120 OF± 5°F), and maintained at
this temperature for twenty-four hours. At the end of this period, the area of the
aggregate remaining coated shall be determined visually while the sample is still
immersed in water. Surface coating of at least 90 percent must be retained on the
aggregate. A test similar to the above using MC-250 shall be made for comparison.
(2) Stripping Test: Wet Aggregate. Two-hundred grams of the aggregate passing the 12.5
mm ('/z-inch) sieve and retained on the 4.75 mm (No. 4) sieve shall be immersed in
water for twenty-four hours and the excess water drained off, leaving the aggregate
surface wet. This aggregate shall be combined with 6.3 percent, by weight, UPM liquid
asphalt and mixed in a hemispherical metal dish with a stiff liquid spatula for three to
five minutes or until a uniform coating is obtained. Twenty-five grams of this material
shall be immediately place in an oven at 60 °C ± 3 °C
(140 OF t 5°F),for eighteen to twenty-four hours, after which it shall be thoroughly
mixed and allowed to cool to room temperature. The sample shall then be immersed in
water at a temperature of 49 °C±3 °C (120 OF± 5 °F), and maintained at this
temperature for twenty-four hours. At the end of this period,the area of the aggregate
remaining coated shall be determined visually while the sample is still immersed in
water. Surface coating of at least 90 percent must be retained on the aggregate. A test
similar to the above using MC-250 shall be made for comparison. In estimating the
percentage of area remaining coated, any thin or translucent area shall not be
considered as being coated
Proprietary mixes, Sylcrete EV, Sylcrete VA, Optimix, QPR-2000, EZ Street, SMP, Sakrete All I
Weather, and Praline shall meet the following stripping tests.
(1) Place 50 grams of cold mix into a beaker containing 400 ml of boiling distilled water.
Bring back to boiling and boil for 3 minutes with constant stirring at 1 revolution per
second. At the end of 3 minutes, remove the beaker from the heat source and
immediately decant the water. Empty the wet mix onto a paper towel and examine.
The retained coating shall not be less than 95 percent.
(2) AASHTO T 182-06 Coating and Stripping of Bitumen-Aggregate Mixtures.
3. INSPECTION. The Engineer or his authorized representative shall have access at any time to
all parts of the plant in order to verify weights or proportions and quality of materials used in the
preparation of the mixture. The manufacturer shall afford such facilities as may be required for
making inspection at the plant and for collecting and forwarding samples of the ingredient materials
and bituminous mixture to the Department.
3
i
4. PLANT AND EQUIPMENT. Storage facilities and all equipment used in the preparation of the
mixture shall be approved by the Department. An approved drier shall be available for surface
drying the aggregate when needed. The materials for individual batches shall be measured
accurately, either by volume or weight, by approved methods and equipment: A batch type mixer
of approved design and capacity shall be used,in mixing the ingredient materials. However,
approval for the use of a continuous mixer will be given if it can be shown that satisfactory results
will be obtained.
5. PREPARATION OF MIXTURE. The aggregate and Optimix, or QPR-2000, or Sylcrete, or
UPM, or EZ Street, or SMP liquid asphalt shall be proportioned into the mixer and mixed for at
least 30 seconds or until a uniformly coated mixture is obtained. The liquid asphalt shall be heated
to a temperature of 93 °C± 28 °C (200° F ± 50° F), at the time of mixing, and in accordance with
the instructions of proprietary mix supplier. When necessary to heat the aggregates, the
aggregates should not be heated to more than 68 °C (155 °F).
6. COMPOSITION OF MIXTURE. The ingredients shall be combined to produce a mixture
meeting the approval of the Department and conforming to the following composition limits, by
weight, as determined by tests of the prepared mixture:
4
Gradation of Extracted Aggregate % Passing)"
uiR. _
12.5 mm 1/2" 100 100 100 1 100 100 100 100 100 100 100 100 100
9.5 mm 3/8" 90-100 100 90-100 90-100 90-100 100 90 7100 95-100 100 90-100 90-100 100
4.75 mm No. 4 20-55 85-100 20-55 20-55 15-55 70-100 20-55 80-100 85-100 20-55 20-55 70-100
2.36 mm No. 8 5-30 10-40 5-30 5-30 5-30 0-10 10-40 5-30 5-30 20-40
1.18 mm No. 16 0-10 0-10 0-10 0-10 0-10 0-10 0-10 0-10 0-10 0-10 0-10 10-30
600 pm No.30 0-7 0-7 0-10 0-25
300 pm No. 50 0-5 0-5 0-5 0-5 0-5 0-10 0-5 0-5 0-5 0-20
75 pm No. 200 0-2 0-2.5 0-2.5 0-2 0-4 0-4 0-3 1.5-3.5 0-4 0-4 0-2 0-5
Residual yBitumen 3-6.5 3-6.5 3-6.5 3-7.0 3.5-6.5 3.5-6.5 3-7 3-7 3.5-7.0 3.5-7.0 3-7.0 4.0-6.0 I
'Based on percent of total aggregate weight.
tiBased on percent of total mixture weight.
5 �
7. LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC. The laws to be observed; permits
and licenses; patented devices; materials, and processes; and responsibility for damage claims,
shall be in accordance with the requirements of Section 107 of the above cited Standard
Specifications.
Effective June 1, 2010
This specification supersedes Serial Number M 120-07, effective February 1, 2007. I
JDP/M 120-10
i
6
8-12
4
7 �\
3 1751 y
q Is 19501
4 11001 min.
:'1' 11001 4
°o q o 11001
_ I,;, 11001 E
L 4 E
11001
O ry°0 4 j E
o �9-6 1100-1501
4-6 1100-1501
0 1 t)a
Oronga Orange
CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM
POST MOUNTED
13001
F> 5
11501
6
11501
m°c 29 16001 m e C E ° � 38
n
1 24 16001 I - 4'11.2 ml I 24
min. 1 min- 16001
TYPE I BARRICADE TYPE 11 BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE
BARRICADE
°o
is.
Warning lights(if required)
—� GENERAL NOTES
e 4 (1.2 ml All heights shown sholl be measured obove the
min. 01'i pavement surface.
�v +ii- 'z w E All dimensions ore In Inches (millimeters)
- unless otherwise shown.
- - - DATE REVISIONS TRAFFIC CONTROL
®Illinois Department at Transportation 1-1-12 Added DETECTABLE PEDESTRIAN
t•PIPOVE� per 1. 1011 a DETECTABLE PEDESTRIAN CRANNELIZINC BARRICADE. DEVICES
CHANNELIZING BARRICADE 1-1-0e Switched units to Sheat 1 of 3)
srveowo DI s e e N Jon 9 2011 T - English Imetricl.Omitted STANDARD 701901-02
AD N light on vertical panel.
NM T
Type B monodirectlon.l
18x18 eflx9501
flashing light
Orange flags
•• fi'- 12'
11.9 m-3.6 ml I I ROAD
CONSTRUCTION END
e I NEXT x MILES CONSTRUCTION
0
Metal or ( G20-1101-6036 G20-2.101-6029
wood post I I 24- 10'
- o•
5'(1.5 ml min.rural Edge o
12 f 100 3 ml SIGN This signing Is required for all projects
7' .1 ml min.urban pavement
9'11.2 m)rural -d
E (IF SPECIFIEDI 2 miles 13200 ml or more In length.
6'(I.e ml urban or face
of curb E ROAD CONSTRUCTION NEXT X MILES sign shall
5 be placed 500'1150 ml In advance of pro-
�� `V E ject limits.
II END CONSTRUCTION sign shall be erected at
I Elevation of edge Elevation of edge the end of the Job unless another job Is
I of pavement of pavement within 2 miles 13200 ml.
II
5'0.5 m)min. Dual sign displays shall be utilized on multl-
embedment SIGNS ON TEMPORARY.SUPPORTS I.ne h(ghways.
•• When work operations exceed
POST MOUNTED SIGNS four days,this dimension shall HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING
be 5'11.5 ml min. If located
-• When curb or paved shoulder are present behind other devices, the height
this dimension shall be 24 16001 to the shall be sufficient to be seen by
face of curb por 6'U.0 ml to the outside motorists.
edge of the paved shoulder.
24
16001
5 7
(1251 (1 751
0
6(200)Federal series C I
. I _ 7 II801 Fed el-d series B -
co
_ _ S-L—OW
— I N O
a
201 —- I--
(5131 I6 14001
1151
E
�a
AN dimensions are In Inches(milllmetersl
unless otherwise shown.
FRONT 510E REVERSE SIDE TRAFFIC CONTROL
®IOI.DI.D.p.rtm.nt sf 7ren.p.rt.fl.n
,�e Erg, Jsnu.ry L zelz G DEVICES
FLAGGER TRAFFIC CONTROL SIGN (Sheet 2 of 3)
APPROVED J=,V I. EO,Z -
— STANDARD 701901-02
ENGIWFA OF Sc
24 16001 !
rA
B'12.n ml
ml — O O O O C
5'11.5 m1 * i O°
4'11.2 ml min. m O O
E V I O O
/J—Weep holes
P o C E E
25'
�e � O (B ml 1� IB ml I construction
200 200 200 1 advance
V 1 (60 m) 2 160 ml t 160 ml t hhF--- worning signs
E D E E L•A M
m E E E o f
PLAN zs'
5, IB ml
1 (451 4 IL5 ml r
Face may be
TYPE A TYPE B TYPE C stepped ar smooth.
ROOF ROOF OR TRAILER TRAILER Traffic 8
MOUNTED MOUNTED MOUNTED " :T=— < =
Epoxy channels J/ _ pp
3 1901 t
ARROW BOARDS %-)
SECTION A—A TYPICAL INSTALLATION
TEMPORARY RUMBLE STRIPS
c A 12(300]
E E min.
6(1501 �l 6�I501
—{ I max.
flasher I max. Rll_2 max. m� I
ROAD o
CLOSED
Edge of
mi
shoulder
ate; .:...:;,•,:.:r. :..;\: � 1300)
Pavement nt min.
Type A RII-9
ROAD CLOSED TO ALL TRAFFIC flasher
Refleatorized striping may be omitted ROAD CLOSED ROAD CLOSED .
on the back side of the barricades. TO TO
If a Type III barricade with an attached THRU TRAFFIC THRD TRAFFIC
sign panel which meets NCHRP 350 Is not
avallable, the sign may be mounted on an ;: ;;;•. `
NCHRP 350 temporary sign support directly
In front of the borrlcade. Pavement - All dimensions are In Inches imllllmetersl
unless otherwise shown.
C ROAD CLOSED TO THRU TRAFFIC
Refleatorized striping shall appear a n TRAFFIC CONTROL
®111nom Department of Tronepartotlan TYPICAL APPLICATIONS OF bath sides of the barricades. If a
.v2eovEA +_ =r L�201z TYPE III BARRICADES CLOSING A ROAD Type III barricade with an attached DEVICES
R�jdF1�� R sign panel which masts NCHRP 350 e
wry G not avallable, the signs may be mounted (Sheet 3 of 3)
EA3IRFE U on NCHRP 350 temporary sign supports
wRovEp J=Qrl 1. 2012 — directly In front of the barricade. STANDARD 701901-02
ENGINEER DE rM R
ROAD
W20-1101-46 Waal
AHEAD
��•II Or
�� HE LANE R
ROAD .A.CTI
ONSI
W20-7101-40 AHEAD MEAD
W20-4101-40
Q W20-110 310)-40
Q (D 0
Jl l 100'130 ml
_ Type I or Type II Barricades —One way one lane operation -
^_ ( 0 0 0 0 • Type I or Type It barricades Ca
0
o°
•
L (D Q 1 I 100'130 ml I O ROAD Type III borrlcades 2Q
i moa, —I CLOSED
G E Rll-2 ROAD O
H o CLOSED
ROAD NE LANE
A'ORK W20-1101-48 ROAD • W20-3101-48
ANEAO For ANEAD ��
alntenanoe W20-9101-48
Or and utility
projects W20-7101-48 RDAD _
floAO ONSTROCTI pOAD
oNSlflucrlo W20-1103101-48 AHEAD
AHEAD for W20-1103101-46 0r PflK
o,ntraot
construction W20-1101-48
projects
SIGN SPACING SYMBOLS c
Posted Sveed 51 n Svaoing
55 500' 1150 ml
50-45 350'1100 ml ® work area Q Refer to SIGN SPACING TABLE
for distances.
(45 200'(60 ml O Cone,drum or barricade
(not required for moving operations) 0 For approved sideroad closures. GENERAL NOTES
p Sign on portable or permanent support Q Cones at 25'IB m)centers for 250' This Standard Is used where at any time, day or
175 ml.Additional cones may be placed night,any vehicle, equipment,workers or their
at 50'(15 m)centers. When drums or activities
Flogger with traffic control sign Type I or Type II barricades ore encroach on the pavement requiring the closure
used.the Interval between devices of one traffic Iona in on urban area.
Barricade or drum with flashing light may be doubled. All dimensions are In Inches Imlllimetersl
O4 Cones,drums or barricades at unless otherwise shown.
Type 111 barricade with flashing lights 20'I6 ml centers.
DATE REVISIONS URBAN LANE CLOSURE,
®141—Is 0evertmeni of Transportation I-I-I1 Revised flogger sign.
APPRDVEDY011 2L,2W,UNDIVIDED
ENGINEER OE s"ETT—m- 1-1-09 Snitched units to
APPROVED A er I zou l English(metric).
STANDARD 701501-06
xEE Corrected sign No.'s.
AN INTERGOVERNMENTAL AGREEMENT BETWEEN
KENDALL COUNTY AND CITY OF YORKVILLE
CONCERNING THE STORAGE OF BULK ROCK SALT
This Agreement is made and entered into this C unay of 11 1ar(n ,20 ,
by and between THE COUNTY OF KENDALL,and CITY OF YORKVILLE, a municipal
corporation.
WHEREAS,THE COUNTY OF KENDALL and CITY OF YORKVILLE are public agencies as
contemplated by the Intergovernmental Cooperation Act(5 ILCS 220/1 et seq.); and
WHEREAS,THE COUNTY OF KENDALL has constructed a salt storage facility located at
6780 Route 47,Yorkville, IL(hereinafter"the Facility") designed to accommodate the storage of
bulk rock salt for highway application; and
WHEREAS,CITY OF YORKVILLE is desirous of utilizing the Facility for the purposes of
storing rock salt;and
WHEREAS,THE COUNTY OF KENDALL and CITY OF YORKVILLE are authorized to
enter into this Agreement by Article VII,Section 10 of the Constitution of the State of Illinois
and the Intergovernmental Cooperation Act(5 ILCS 220/1 et seq.).
NOW,THEREFORE,in consideration of the mutual promises,terms and conditions set forth
herein and in the spirit of intergovernmental cooperation,the parties agree as follows:
1. The above recitals are incorporated herein by reference and fully made a part of this
Agreement.
2. CITY OF YORKVILLE shall be allowed to store up to 1000 tons of bulk rock salt at
the Facility beginning April 1,2012 and thereafter.
3. CITY OF YORKVILLE shall pay to KENDALL COUNTY a non-refundable fee of
$45,000 for the purpose of storing 1,000 tons of bulk rock salt;payable in 6 equal
installments,with the first$7,500 due on or before October 31,2012 and the
remaining(5)$7,500 installments due in successive years on or before October 31 of
each year.
4. Nothing shall prevent the CITY OF YORKVILLE and KENDALL COUNTY from
entering into future agreements to increase the tonnage of bulk rock salt stored at the
Facility by CITY OF YORKVILLE. KENDALL COUNTY agrees that the price for
future storage will remain at$45/ton for the life of this Agreement.
5. . CITY OF YORKVILLE shall additionally pay an annual maintenance fee of$250 to
THE COUNTY OF KENDALL,payable on or before January I'of each.and every
year this Agreement is in full force and effect
6. CITY OF YORKVILLE shall retain ownership of all bulk rock salt that they store at
the Facility as long as this Agreement is in full force and effect.
7. THE COUNTY OF KENDALL shall provide an accurate accounting of all bulk rock
salt stored at the Facility and shall provide each agency storing salt with an annual
report detailing all deliveries and pickups made by each agency during each calendar
year. Said repot shall be delivered to CITY OF YORKVILLE within 30 days after
the end of each calendar year.
8. Only untreated bulk rock salt shall be stored at the Facility. The Kendall County
Engineer shall determine the definition of"untreated"and reserves the right to refuse
storage at the Facility of any rock salt deemed io be not fit or suitable for storage in
the Facility at the sole discretion of the Kendall County Engineer.
9. Bulk rock salt may be picked up or delivered during regular business hours from 7:30
AM to 4:00 PM or at any other time approved by the Kendall County Highway
Department.
10. This Agreement may be terminated at any time by mutual agreement of both parties.
All fees paid by CITY OF YORKVILLE to THE COUNTY OF KENDALL under
the terms of this Agreement shall be non-refundable.
11. Bulk rock salt that is owned and stored by CITY OF YORKVILLE at this facility
shall be removed within 30 business days after termination of this Agreement. Salt
that remains after this 30 day period shall be deemed abandoned and shall become the
property of THE COUNTY OF KENDALL.
12. The party signing this Agreement on behalf of CITY OF YORKVILLE represents
and wan-ants to THE COUNTY OF KENDALL that they have the authority to enter
into and execute this agreement by and on behalf of CITY OF YORKVILLE.
_ y
13. CITY OF YORKVILLE agrees it will defend,indemnify and bold harmless THE
COUNTY OF KENDALL,it's Departments,officers and employees against any and
all liability, loss,costs, damages and expenses(including attorney's fees)which the
COUNTY OF KENDALL, it's Departments,officers.or employees may hereafter
sustain,incur,or be required to pay arising out of CITY OF YORKVILLE, its
employees or agents actions arising under this Agreement.
14. This Agreement may not be assigned or transferred to any other party without the
express written consent of THE COUNTY OF KENDALL.
15. This Agreement represents the entire agreement between the parties and there are no
other promises or conditions in any other agreement whether oral or written. This
Agreement supersedes any prior written or oral agreements between the parties and
may not be amended or modified except with the written consent of both parties.
16. Pursuant to 55 ILCS 5/5-1049.2 this Agreement shall run for a period of 99 years
from the date of last signature below.
3S
Golinsid D e
or of Yorkville
3 aoj jQ
John P.Puree Date
Kendall County Board Chair
I,Debbie Gillette,County Clerk in and for Kendall County, in the State of Illinois, and keeper of
the records and files thereof, as provided by statute, do hereby certify the foregoing to be a true,
perfect and complete copy of an Intergovernmental Agreement approved Eby,the Kendall County
Board, at its regularly scheduled meeting in Yorkville,Illinois,on the day of
A.D.2012.
Debbie Gillette—County Clerk
(Seal)
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Illinois Department of Tmnsp►o on
Division of HighwaysI Region 2/District 3
700 East Norris Drive/Ottawa, Illinois/61350-0697
Telephone 815/434-6131
March 18, 2014
Ms. Beth Warren
Yorkville City Clerk
800 Game Farm Road
Yorkville, IL 60560
CITY-MFT
City of Yorkville
Section: 14-00000-00-GM
Dear Ms. Warren:
The resolution adopted by the City Council of Yorkville on February 25, 2014
appropriating $240,250.00 of Motor Fuel Tax funds for the maintenance of streets and
highways in the city from May 1, 2014 to April 30, 2015 was approved on March 18,
2014.
The municipal estimate of maintenance costs for $240,250.00 and associated papers
were approved on March 18, 2014. This maintenance program is approved with the
understanding that any claims for labor and equipment for day labor and routine
maintenance will be on file and available for compliance review by Local Roads and
Streets and audit by Office of Quality and Compliance Review.
Authorization to expend $240,250.00 for maintenance with Motor Fuel Tax funds for
this section has been approved and should appear on the city's next Motor Fuel Tax
transaction detail. Authorization to expend additional Motor Fuel Tax funds will be
given upon approval of a contract and/or Acceptance of Proposal to Furnish Materials
and Approval of Award (BLR 12330)for this section.
Bids are required for purchases of materials if the expenditures exceed $20,000
during any maintenance period either (1) for the same type of materials, or (2) from
any one vendor if the purchase includes the placement or incorporation of the
material.
Should you have any questions, please contact Dan Meagher at 815-433-7088.
Sincerely,
Paul A. Loete, P.E.
Deputy Director of Highways,
Region Two Engineer
tax �
By: Donald R. Ernat, P.E.
Local Roads and Streets Engineer
cc: Eric Dhuse, Director of Public Works
Compliance Review
W M:pjs/GMApprova1Yorkville14-00000-00-GM