Resolution 2009-21 aooci a 1
Illinois De tY1PJ1t Resolution for Maintenance of
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) / (Name)
appropriated the sum of ��C�, y . �� 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, 2009
(Date)
to April 30, 2010
(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, Jackie Milschewski Clerk in and for the United City
(City, Town or Village)
if 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 April 28, 2009
(Council or President and Board of Trustees) Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of 0 D .
(SEAL) C AS �Z Clerk
(City, Town or Village)
Approved
s/ 3 /o9
Date
Department of Transportation
--4�07 F,l E ee
Regi al Engineer
V
Printed 3/23/2009 BLR 14230 (Rev. 11/06)
Illinois Department Municipal Estimate of
of Transportation Maintenance Costs
Section Number 09 - 00000 - 00 - GM
ariod from 05/01/2009 to 04/30/2010 Municipality United City of Yorkville
Estimated Cost of Maintenance Operations
Maintenance For Group I, II, or III (Material, Equipment or La )or)
Operation Group Unit Operation
(No. — Description) (i,ii,iii,M Item Unit Quantity Price Cost Cost
Bituminous Patchin4 II Bituminous Cold Patch TON 80 106.00 $8,480.00 8,480.00
Surface Hot Mix TON 200 65.00 $13,000.00 13,000.00
Signs, Posts & Hardware II Various Signs EA 150 41.95 $6,292.50 -- 6,292.50--
Sign Posts EA 150 36.00 $5,400.00 – 5,400.00/
Brackets & Hardware EA 150 35.00 $5,250.00 — 5,250.00
Snow Removal II Bulk Rock Salt TON 2000 110.00 $220,000.00 220,000.00
Geo -melt 55 de -icer GAL 7500 2.40 $18,000.00., 18,000.00 --1
bulk rock salt purchased
through State CMS
Total Day Labor Costs $276,422.50
Total Estimated Maintenance Operation Cost $276,422.50
Preliminary Engineering
Engineering Inspection
Material Testing
Total Estimated Engineering Cost
l Total Estimated Maintenance Cost $276,422.50
Submitted: 04/29/2009 Approved: S// 3AV q
Date Date "
By: Public Works Dir. .e F �y�„v� �B�B
Municipal Official Title Regional gineer
Submit Four (4) Copies to Regional Engineer
Page 1 of 1 BLR 14231 (Rev. 2/23/06)
Printed on 4/13/2009 11:28:58 AM
Illinois Department
of Transportation Special Provisions
The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction ", Adopted
January 1, 2007 , 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 09- 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 a N -30 or N -50 surface course mix on all patches throughout the
city. All patches will be performed in accrdance with Section 406 of the Standard Specifications for Road and Bridge
Contruction adopted January 1, 2007.
Page 1 of 1 BLR 11310 (Rev. 7/05)
Printed on 3/23/2009 12:33:47 PM
LR 1013
Page 1 of 1
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
Seofion 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 (1/2 inch) sieve 100%
Passing 9.5 mm (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 µm (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 analysis
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 Pavment. 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).
II ,
y 1 f
MATERIAL SAFETY DATA SHEET
T COMPLIES WITH OSHNS HAZARD COMMUNICATION STANDARD (29 CFR 1910.1200)
SECTION 1 - PRODUCT IDENTIFICATION
Product Name: Geomelt Date Prepared: 1/04/2008
Manufactured For: Correlated Products Inc. Emergency Phone: (800) 424 -9300
5616 Progress Road, Indianapolis, IN 46241 Information Phone: (800) 428 -3266
HMIS Rating
0- Minimal 1- Slight 2- Moderate 3- Serious 4- Extreme
HEALTH: 0 FIRE: 0 REACTIVITY: 0 Personal Protection: B
SECTION 11 - INGREDIENTS
CHEMICAL NAME Sara III List OSHA PEL TWAITLV Carcinogen %WT CAS #
Trade Secret No N/A N/A d N/A N/A
** (a) NTP (b) IARC Monograph (c) OSHA (d) Not Listed (e) Animal Data Only
SECTION III - PHYSICAL DATA
Boiling Point: ( °F) N/A Specific Gravity: (1-12O =1) —1.23
Vapor Pressure: (mmHg) NIA Evaporation Rate: (Butyl Acetate =l) N/A
Vapor Density: (AIR =1) N/A Appearance and Odor: Dark solution, sweet odor
Solubility In Water:N /A pH: —9
SECTION IV - FIRE AND EXPLOSION DATA
(°F) Flammable Limits LEL UEL
Flash Point: N/A N/A N/A
Method Used: N/A
Extinguishing Media: Water, Carbon Dioxide or dry chemical.
Special Firefighting Procedures: Wear proper fire fighting equipment
Unusual Fire and Explosion Hazards: None
_ - t•9 SECTION V - REACTIVITY DATA
Stability: Stable Hazardous Polymerization: Will not occur.
Incompatibility:' None 1
Hazardous Decomposition Products: Thermal decomposition may produce oxides of carbon.
SECTION VI - STORAGE AND HANDLING
Precautions to be taken In handling and storage: Keep container closed when not In use. Spilled material may be slippery. Clean up spills completely
before walking In the are of spillage.
Other Precautions:_ KEEP OUT OF REACH OF CHILDREN. Avoid contact with skin or eyes.
SECTION VII - HEALTH AND FIRST AID
Acute Oral Toxicity (rat): Low acute oral toxicity; LD50 for rats Is >5 g/kg.
Skin Contact: May cause Irritation.
Eye Contact: May be irritating to the eyes
Inhalation: None
Primary Routes of Entry: Inhalation: none, Skin: unlikely, Eyes: yes, In Unlikely.
First Aid Procedures:
Skin: Wash skin with water and soap. If Irritation occurs, seek medical attention.
Eyes: Flush eyes with water for 30 minutes. Get medical attention if warrented.
Ingestion: If large quantities are Ingested, seek medical supervision
Inhalation: None Required
SECTION VIII - SPECIAL PROTECTION DATA
Respiratory Protection: Use appropriate NIOSH approved respirator when needed.
Ventilation: Comply with OSHA standards 29CFR1910.134. Use general or local exhaust ventilation to meet OSHA PELS or ACGIH TLV requirements.
Protective Glove: Not required but recommended.
Eye Protection: Not required but recommended.
SECTION IX - SPILL OR LEAK PROTECTION
STEPS TO BE TAKEN IN CASE OF SPILL OR LEAK: All spills should be contained and picked up with earthen or other absorbent material and placed
In suitable container.
WASTE DISPOSAL METHOD: Dispose of in approved solid waste disposal area per current regulations.
NOTICE: The Information contained on this Material Safety Data Sheet is considered accurate as of the date of publication. It is not necessarily all Inclusive nor fully adequate in
every circumstance. The suggestions should not be confused with, nor followed In violation of applicable laws, regulations, rules or insurance requirements. No warranty, express
or Implied, of merchantability, fitness, accuracy of data, or the results to be obtained from the use thereof Is made. The vendor assumes no responsibility for Injury or damages
resulting from the Inappropriate use of this product
N/A - Not Available /Not Applicable N/D - Not Determined N/L - Not Listed N/E - Not Established.
LR 442
STATE OF ILLINOIS Page 1 of 2
DEPARTEMENT OF TRANSPORTION
DIVISION OF HIGHWAYS
LOCAL ROADS AND STREETS
BITUMINOUS PATCHING MIXTURES
FOR MAINTENANCE USE
Effective: January 1, 2004
Revised: February 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 -02: Bituminous Mixture for Maintenance Use, Emulsified Asphalt Type
I Serial No. M- 19 -02a: Bituminous Mixture for Maintenance Use, Liquid Asphalt Type
Serial No. M- 20 -02: 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 -95: Bituminous Mixes for Maintenance Use, Reinforced Fiber Mixture
Bituminous Patching Mixture (HMA): This mixture shall conform to the material
req -uirements 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 11— Bituminous Patching Mixture (Proprietary)
Serial. No. M- 120 -00: Bituminous Premix for Maintenance Use - Optimix, Sylcrete, UPM,
QPR -2000, EZ Street - Proprietary Sources
Serial No. M- 133 -96: Bituminous Premix for Maintenance Use, Instant Road Repair -
Proprietary
Serial No. M- 134 -02': 'Bituminous Premix for Maintenance Use, SMP = 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
Pag Basis of Payment. This work will be paid for at the contract unit price per metric ton (ton) for 2
BITUMINOUS PATCHING MIXTURE (GROUP 1); BITUMINOUS PATCHING MIXTURE
(GROUP II);
When bids are taken F.O.B. trucks at the mixing plant a hauling differential of $0.
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
OPTIMIX, SYLCRETE, UPM, QPR -2000, EZ STREET, SMP - PROPRIETARY
Serial Number: M 120 -07
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. 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:
Serial Number M 120 -07
IOPTIMIX OPR -2000 SYLCRETE • SYLCRETE UPM EZ�
I EV 'VA.' • SMP
I A
STR
I EET
AST I
ASTM
Flash point (COC) 94 (200) 94 (200) 94 (200) 94 (200) 94 (200) 94 (200) 94 (200)
°C ( °F) - minimum
ASTM D 2170
Kinematic Viscosity
60 °C (140 °F) 350 -3000 3004000 300 -4000 300 -4000 400 -2500 280-400 300 -4000
mm /s (cSt)
(CPS)
ASTM D 95 Water
% - maximum 0.2 0.2 I 0.2 I 0.2 I 0.2 I -- I 0.2
ASTM D 402 Distillate
% by Volume of
Original Sample
Temperature
Distillate to 225 °C (437 °F) 0 0 0
Distillate to 260 °C (500 °F) 0 -5 0 -5 -
5 - 0
Distillate to 315 °C (600 °F) 0 -21 0 -25 0 -- 25 0 -- - 5 0 -5 0 25 0 -18 8 -55 0 0-25
5
-25
Residue from distillation
to 360 °C (680 °F) -
Volume by Difference 70 -94 72 -95
- -' -- 73 -95 70 -95 72 -95
Residue Tests:
ASTM D 2171 Absolute
Viscosity 60 °C(140 °F) 11.5 -44.0 12.5 -42.5 12.5 -42.5 12.5 -42.5 12.5 -42.5 12.0 -42.5 12.5 -42.5
Pascal Seconds (Poises) (115 -440) (125425) (125 -425) (125 -425) (125425) (120 -425) (125425)
ASTM D 5 Penetration
25 °C (77 °F) — 200
100 g, 5s - minimum _ r '— — 200
ASTM D 5 Penetration,
modified with
cone, 25 °C (77 'F) 200 180 180 180
150 g, 5s - minimum 180 _
ASTM D 113 Ductility
21 °C (70 °F)
1 cm /min. — 100 100
cm - minimum 100 _
ASTM D 113 Ductility
4 °C (39 °F)
1cm /min, 85 100 _
cm - minimum 100 100 100
ASTM D 2042
Solubility in
Trichloroethylene 99.0 99.0 99.0 99.0
%- minimum - 99 99 .0 99.0
(c) Strlppina 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 (/ -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
2
Serial Number M 120 -07
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 ± 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, and SMP 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 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.
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
3
Serial Number M 120 -07
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:
Gradation of Extracted Aggregate (% Passing)'
SIEVE SIZE. OPTIMIX : ' QPR- UPM
:EVAND_V EZ'STREET. SMP
A -..
- MIX #. �F,�.._.. MIX• MIX-#2 - a.....
rv 'MIX. #2 #7: M
:IX' #1':`' MIX'# MIX #1 '
.12:5,- I•A` -... y •I;' -.:• I
mm (1/2) 1 100 1 100 1 100 1 100 1 100 100 100 I I
I 1 1 I I i 10o i 10o j 10o
I i
9.5 mm (3/8") 1 90 -100 1 100 1 90 -100 1 90-100 1 90 -100 1 100 1 90 -100 195 -100 1 100 1 90 -100
1 I I I I I 1 I I 1 I
4.75 mm (No. 4) j 20 -55 1 85 -100 1 20 -55 1 20 -55 1 15 -55 1 70 -100 1 20 -55 1 80 - 100 185 1 20
I I
2.36 mm (No. 8) 1 5-30 1 10-40 1 5 -30 1 5 -30 I I
I I I
I I •1 I I I 1 i. 5 - 30 i 0 - 10 i 10-40 � 5 -30 I
1.18 mm (No. 16) 1 0 -10 i 0 -10 i 0-10 1 0 -10 10 -10 1 0 -10 1 0 -10 10 -10. 1 0 -10 10 -10
600 Pm (No. 30) 1 1 0 -7 I 0 -7 I 1 1 1 1 0 -10 1 I I
I I I I I I 1
300 pm (No. 50) 1 0 -5 1 0 -5 1 0 -5 1 0 -5 1 I 1 0 -5 1 0-10 0 - 1 0 -
I 75 pm (No. 200) j 0 -2 1 0 -2.5 1 0 -2.5 1 0 -2 1 0 1 0-4 1 0 -3 1 1.5 -3.5 1 0 - 4 1 0 - 4
I I I I I I I I' I 1
I Residual Bitumen ° I 3 -6.5 I. 3 -6.5 13 -6.5 13 -7.0 13.5 -6.5 3.5 -6.5 - 3-7 3-7 3.5 -7.0 3.5 - 7.0
I I I I I I
' / Based on percent of total aggregate weight.
y Based on percent of total mixture weight.
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 February 1, 2007 I
This specification supersedes Serial Number M 120 -07, effective January 15, 2007. 1 I
RWH /M 120 -07
4
(200-300)
3 min.
"-> 4
4 (16
I N 4
> "40
(1
4 E 0 18 min.
-, K 1 ' 4
(fob) Q uo
4
' 0
(O 0)
c r
0 4
N t (100) 4-6 �
o
1 1,, 14-6 (1 00 -150)
Orange ?
0
Orange
CONE REFLECTORIZED CONE FLEXIBLE DELINEATOR VERTICAL PANEL DRUM
POST MOUNTED
1300)
, 1 1 >
1,16v _6
(150)
6
C!
• 24 min. 1 0
EO .- o' 10 0
,0 E! (600) 1 v Z! :
24 min. 4' min. 24
1600) (1.2 m) r _� ,J /:a_
TYPE I BARRICADE TYPE II BARRICADE TYPE III BARRICADE DIRECTION INDICATOR VERTICAL BARRICADE
BARRICADE
*Warning lights (If required) GENERAL NOTES
All heights shown shall be measured above
the pavement surface.
All dimensions are In Inches (millimeters)
unless otherwise shown.
DATE REVISIONS
D.G-t ... t o. T—rfttf- 1-1-09 Switched units to TRAFFIC CONTROL
APPROVED M.9 English (metric). Omitted DEVICES
I,Nu— w —A�o ; light on vertical panel. (Sheet I of 3)
1-1-08 Renumbered Standard
7
APPROVED 702001-06. Rev. note for STANDARD 701901-01
ENGINEM M DESIGN AND MMONNENT temp. signs on Sheet 2.
Type B monodlrectional
18x18 efl x450)
flashing light
Orange flags
6' - 12' _r ' — 1
(1.8m- 3.6m) i ROAD
END
C NEXT CONSTRUCTION
N L —
m Metal or ��
' Meta
post 1 24 IO' '* G20- 1(0)-6036 G20 -2o(0) -6024
wood
n
5'(1.5 m) min. rural Edge of (600 3 m c o
7' (2.1 m) min. urban pavement E o
SIGN This signing Is required for all projects
0 4' f1.2 m) rural ; n
0 6' (1.8 m) urban of curb (IF SPECIFIED) 2 miles (3200 m) or more In length.
'a ' c E ROAD CONSTRUCTION NEXT X MILES sign shall
�+ E c be placed 500' (150 m) in advance of
pro -
.. ,.,, /! jest limits.
11 - Elevation of edge [ Elevation of edge END CONSTRUCTION sign shall be erected at
1 ofi pavement of pavement the end of the Job unless another Job is
.. within 2 miles (3200 m) .
S ' mbedment SIGNS ON TEMPORARY SUPPORTS Dual si displays shall be utilized on multi-
, lane highways.
When work operations exceed
POST MOUNTED SIGNS four days, this dimension shall HIGH LEVEL WARNING DEVICE WORK LIMIT SIGNING
be 5' (1.5 m) min. If located
When curb or paved shoulder are present behind other devices. the height
this dimension shall be 24 (600) to the shall be sufficient to be seen by
face of curb or 6' (1.8 m) to the outside motorists.
edge of the paved shoulder.
24
(600)
I_ 5 7
1 I - (125) - I - (175) —
,g
B Federal series C - 7 11801 Federal series B V
c / I \ oN
&T1 - v O
— 0
_ -� - - _L- _ W` -
10
N O
N \ O
tD
N N i+1 � 1
20 /z
(513) t � (400) }
(15)
6
- All dimensions are in Inches (millimeters)
unless otherwise shown.
FRONT SIDE REVERSE SiDE
® vinW. D.0 -t—t of T- n—tafl- TRAFFIC CONTROL
FLAGGER TRAFFIC CONTROL SIGN . DEVICES
(Sheet 2 of 3)
,1PPNOYED 7/"t�_20D9 ' STANDARD 701901 -01
�IxEEx W xESIcx — N ,
ENVIxOxxExr
24 ±
A (600)
(2.4 m) — - - —
Ifs- 4' m—in. +II I (1.5 m) _I o -� - - - - � p O
s E P a p
Weep holes
N o E n o E N
- - - - - - - - - - - - - advance
e o c I I o v - - f - - - - 1� p (85� (85�Constructlon
- •, t 200 t 200 warnfng signs
(60 m) (60 m) (60 m) ��
E m I� I E E r E I �� �•. A � v
v
E - o-
- PLAN 25'
a (8 m)
Face may be 11.5 m) I
TYPE A TYPE B TYPE C (45) stepped or smooth I — 0
ROOF ROOF ROOF OR TRAILER TRAILER 1 1 Traffic
MOUNTED MOUNTED MOUNTED G�
Epoxy channel 0
ARROW BOARDS 3' /2
(90)
SECTION A -A TYPICAL INSTALLATION
TEMPORARY RUMBLE STRIPS
ll u� L � ll LI u in
x 12m .
Type A 6 max. x II 6 mox. E E I (300)
fasher (I50) I U50) R11 - 2 1 (150) P M
P7 S9 , I ROAD
CLOSED °, o I
Icy;. >,+,... .�" ' ''.',. .. ...r• I f .. Edge of .�— I U U
(shoulder � `�-
�I 12 min,
Pavement) i - I (300)
Type A R11 -4
ROAD CLOSED TO ALL TRAFFIC flasher
Reflectorized striping may be omitted RDgD ttosltD ROAD CLOSED t A
on the back side of the borricades. TO To
If a Type III barricade with an attached TRRU TRAFFIC THRU TRAFFIC
sign panel which meets NCHRP 350 Is not
available, the sign may be mounted on an NCHRP 350 temporary sign support directly �'%;i " "'' ` ^' " " °'• � All dimensions era in inches (millimeters)
in front Of the barricade. �\- Pavement unless otherwise shown.
ROAD CLOSED TO THRU TRAFFIC
D-1—t0 Tian Pc Wl- Reflectorized striping sholl appear an TRAFFIC CONTROL
TYPICAL APPLICATIONS OF both sides of the barricades. If a
A
Type III barricade with on attached DEVICES
TYPE III BARRICADES CLOSING A ROAD sign panel which meets NCHRP 350 is
not available, the signs may be mounted (Sheet 3 of 3)
ArrROVEO �ap+Q• �- zoos - on NCHRP 350 temporary sign supports
directly in front of the barricade. STANDARD 7079U7 -01
Fi+c�NE€n of oES H AND F—RON xr
W21- 4(0) -48 10.
AHEM
W20- i101 -48 Or
ELAVAR HE L ROAD
ROM ONSTRUCTIO
AHE AHEAD
1 ® ® W20- 4(0) -48 W20- 1(O1 -48
CD
� - 30 m in.
C=:>
Type I o r Type It Barricades /—One
/ � / way
7/ /done lone opppeerra'tion—
— — — — — — ^ T /t O II /� /i ci�1¢�.,(T100m') �
I o pa p o o C=:> Type I or Type II barricades _
I f f `
T 'I m l m �I 30 m mox.. ROAD ` T I I
]] CLOSEO ype III barricades
(100') 0
E o RIJ -2 m
ROM
ROM
HE N 0.05E0
A EAp ROAD SAD W21- 4(0) -48 AHEAD W20- 4(0) -48
Or For ELA6ER W20- 3(O1 -48
maintenance W20- 1101 -48
and utility RDM
ROAD protects
DNSR�1W� D ROM
W2 21
0- 1(0) -48 W20- I(0) -4B Or ARE10
- 4(0I -48
For W
contract
construction
projects
SIGN SPACING
1Posted Speed Sign Spacing SYMBOLS
I 55 164 m (500')
1 50 -45 115 m (350') ® Work area T Refer to SIGN SPACING TABLE
I . <45 60 m (2001) for distances. GENERAL NOTES
O Cone drum or barricade ( 2) For approved sideroad closures. This Standard Is used where of any
(not required for moving operations) time, day or night, any vehicle. equip-
. m Cones at 8 m (25') centers for 75 m ment, workers or their activities
Sign on portable or permanent support (250'). Additional cones may be placed encroach on the pavement requiring
at 15 m (50') centers. When drums or the closure of one traffic lane In an
Type I or Type I1 barricades ore urban area.
Flogger with traffic control sign used. the interval between devices
may be doubled. All dimensions are In millimeters (Inches)
Barricade or drum with flashing light ® Cones, drums or barricades at unless otherwise shown.
6 m (201 centers. DATE REVISIONS
® IAMOIP D--.nt of Tr PRfta U,n Type III barricade with flashing lights 1 -1 -OB Added note @) URBAN LANE CLOSURE.
APPROVED V 2L, 2W. UNDIVIDED
ERCi«EAn Or tIPERAitoxs _ I -1 -05 Deleted FLAGGER SYMBOL
APPROVED +°Y (• ^v0e =
sign and repositioned STANDARD 701501 -04
ENV, �R Vz oP :,vN RO i:M floagers.
Illinois Department of Transportation
Division of Highways / Region 2 / District 3
700 East Norris Drive / Ottawa, Illinois / 61350 -0697
Telephone 815/434 -6131
May 13, 2009
Ms. Jackie Milschewski
City Clerk
800 Game Farm Road
Yorkville, IL 60560
CITY -MFT
Yorkville
Section 09- 00000 -00 -GM
Dear Ms. Milschewski:
The resolution adopted by the City Council of Yorkville on April 28, 2009
appropriating $276,422.50 of Motor Fuel Tax funds for the maintenance of
streets and highways in the city from May 1, 2009 to April 30, 2010 was
approved today.
The municipal estimate of maintenance costs for $276,422.50 was approved
today. This maintenance program is approved with the understanding that
any claims for labor and equipment for day labor routine maintenance will be
on file and available for audit.
Authorization to expend $276,422.50 of Motor Fuel Tax funds for this section
has been approved and should appear on the city's next Motor Fuel Tax
computer printout.
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.
Sincerely,
George F. Ryan, P.E.
Deputy Director of Highways,
Region t T Engineer
s �� R�o
By: Kenneth R. Lang, P.E. d
District Local Roads & Streets Engineer
cc: MFT Auditor
BG: bb /Yorkville09GM Resolution
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