Resolution 2012-08 a�la - o8
Illinois Department Resolution for Maintenance of
of Transportation Streets and Highways by Municipality
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 $144,400.00 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, 2012
(Date)
to April 30, 2013
(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 March 27, 2012
(Council or President and Board of Trustees) Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this a day of 1VfijCeH, c20/01
(SEAL) ( (� Clerk
(City,Town or Village)
Approved
Date
Department of Transportation
Regional Engineer
Printed 3/5/2012 BLR 14230(Rev. 11/06)
Illinois Department Municipal Estimate of
of Transportation Maintenance Costs
Section Number 12 -00000-00 -GM
Period from 05/01/2012 to 04/30/2013 Municipality United City of Yorkville
Estimated Cost of Maintenance Operations
Maintenance For Group I II or III Material E ui ment or Labor
Operation Group Unit Operation
(No.—Description) (1,ll,l1l,ly) Item Unit Quantity Price Cost Cost
Bituminous Patching IIA Bituminous Cold Patch Ton 100 110.00 $11,000.00 11,000.03-
Surface Hot Mix Ton 200 70.00 $14,000.00 14,000.00
Signs, Posts & Hardware IIA Various Signs EA 390 50.00 $19,500.00 19,500.00
Sign Posts EA 100 36.00 $3,600.00 3,600.00
Brackets and Hardware EA 150 50.00 $7,500.00 7,500.00
Snow Removal I Bulk Rock Salt Ton 1200 71.50 $85,800.00 85,800.00
Bulk Rock Salt bid
through Illinois CMS
Total Day Labor Costs $141,400.00
Total Estimated Maintenance Operation Cost $141,400.00
Preliminary Engineering
Engineering Inspection
Material Testing
Total Estimated Engineering Cost
Total Estimated Maintenance Cost $141,400.00
Submitted: Approved: ti Ili,//2
Date �^ Dat
By: ////�— PW Director , f 7 „
2
unicipal Official Title Regional Engineer
Submit Four(4) Copies to Regional Engineer
Page 1 of 1 BLR 14231 (Rev.2/23/06)
Printed on 4/11/2012 7:24:26 AM
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 12-00000-00-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 accordantce with Section 442 of the Standard Specifications for Road and Bridge
Construction adopted January 1, 2012
Page 1 of 1 BLR 11310(Rev.7/05)
Printed on 3/5/2012 2:02:23 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
SeMon or Article of the Standard Specifications for Road and Bridge Construction, adopted by
the Department of Transportation,
Qescriptlon. 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 012 Inch)sieve 100 %
Passing 9.5 mm (318 Inch)sieve 95- 100 %
Passing 4.75 mm (No.4)sieve 20- 90%
Passing 2.36 mm(No. 8)sieve 10- 60 %.
Passing 600-jrm(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 Payment. This work will be paid for at the contract unit price per metric ton (ton)'for
fumishirig and transporting ROCK SALT based on the sodium chloride content. Payment will be
in accordance with the following schedule:
NaCI Content 96.0%to 1.00.0% Net Bid price-per ton.
NaCi Content 95.0%to 95.9% Bid price less $0.50 per metric ton (ton).
NaCI Content 94.0°/6 to 94.9%Bid price less $2,00 per metric ton (ton).
NaCI Content 90.0%to 93.9% Bid price less $4.00 per metricton (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
shalt 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)
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 II);
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.
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 1
� - h r�
'"d�TI Mx .s. �' �`�Xe =�.. owmMu -� zap . u n�Y�;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 2170
Kinematic Viscosity
60°C(140°F)mm2/s(cSt) 350-3000 300-4000 300-4000 300-4000 400-2500 280-400 300-4000 300-4000 400-600
(CPS)
ASTM D 95 Water
%-maximum 0.2 0.2 0.2 0.2 0.2 -- 0.2 0.2 0.1
ASTM D 402 Distillate
%by Volume of
Original Sample
Temperature
Distillate to 225°C(437°F) 0 0 0 0 0 0 0 0 0
Distillate to 260'C(500°F) 0-5 0-5 0-5 0-5 0-5 0-5 0-5 0-5 0-0
Distillate to 315°C(600°F) 0-21 0-25 0-25 0-25 0-18 8-50 0-25 0-25 0-55
Residue from distillation
to 360'C(680°F) 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 12.5-12.5 12.5-42.5 12.5-12.5 12.5-42.5 12.0-42.5 12.5-42.5 12.5-42.5 12.5-42.5
Viscosity 60 IF)
Pascal Seconds nds(P oises) (115A40) (125-425) (1251325) (125A25) (125-425) (120-425) (125A25) (125-425) (125-425)
{P
ASTM D 5 Penetration
25-C(77°F) — 200 - — — — 200 200 300
100 g,5s–minimum
ASTM D 5 Penetration,
modified with
cone,25°C(77°F) 200 180 180 180 180 — — —
150 g,5s–minimum
ASTM D 113 Ductility
21°C(70°F)
1 cm/min. — — 100 100 — 100 — —
cm–minimum
ASTM D 113 Ductility
4°C(39°F)
1cm/min, 85 100 — — 100 100 100 100 100
cm–minimum
ASTM D 2042
Solubility in
Trichbroethylene 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.0 99.9
%-minimum
2
i
(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 (1/2-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
Weather, and Proline 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
{
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)"
12.5 mm 1!2' 100 100 100 100 100 100 100 100 100 100 100 100
9.5 mm 318" 90-100 100 90-100 90-100 90-100 100 90-100 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 prn (No. 30) 0-7 0-7 0-10 0-25
300 prn(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 vBitumen 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
"Based on percent of total aggregate weight.
2'Based 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.
JDP/M120-10
6
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TYPE I BARMGDE TYPE II BARRICADE TYPE DI BARRICADE DNMB:IION ISHCATOR YERi1CAL BABIIICADE
BAIN11C11DE
GMERAL Nam
All heights shown 6hoA be measured above The
pavement,5 foc0.
•Nornlnq IlQhti 111 re0uiredl
NI dlmenstons ore in inches Imi111metersl
—less oth—lie Sh.—.
DATE REVISIONS TRAFFIC CONTROL
®F11-1.UeOar Tmr.t o1 iranypprtorbn VATS SrlTChed units ON
rmyoao aury 1,_`ppy — ErgOsh(metric).O"Iled DACES
FIaeEEI a a[Arimes Rght on vertical Donel.
—_'"/—�YL rehlor[0 Y ]eny 1-1-OR Renumbered Standard (Shet 7 of 3l
r �7 702001-D6.Re, note for
rnsuccA°`occlul.w u«aowa.i temp• signs on Sheet 2. ETANDMD 701!0'{-01
i
Type B monodirectlonci
floshIng light 1848 1450x450)
Orange flags
6' . 12' r---- ----�
ILB m-3.6 ml
c CONSTRUCTION END
o NEXT X MILES 1CONSTRUCTION
a
Metal DOet 24 10'
tel or G20-1(066076 G20-2a101-6024
'+ -
5'11.5 m7 min. rural Edge of (600
7'12.1 ml cola. urban Da"ManT — SIGN Th)s 5 nln Is reavlred for all
d w v oroJects
4' (1.2 mf r
ota
'
(LO m)urban or rata E IIF SPECIFIED) 2 miles(3200 m1 or more In lengih.
of curb E
a d ROAD CONSTRUCTION NEXT x MILES sign stroll
ti E be placed 500' (150 m)in ativa�e of pro-
ject limits.
Elevation of edge Elevation of edge END CONSTRUCTION sign shall be erected of
of pavement of pavement the end of the Job unless another Job is
Ithln 2 miles 0200 m1.
S'0.51n1 min, �a�e.
enoeameni SIM ON TMPORW SUTPTS Dual sign a(Ways shill be ut1112ea on muitl-
lane hlghwoys.
PUT MOUNTED SKIS wren work op—ti.—a ea
four days, this dimenslon shot HIGH LEVEL WARMM DEWCE WORK LWIT Sig
DB S'1I.5 m7 min. If bested
•• When Curb or Daved Shoulder are th en} behlad other de.lces. the height
this Oimenslan shah DB 24 16001 t0 the shall be suf t1d nt to be seen by
face of curb Or 6'(S.a ml to the outside mot arlat s.
edge of the poved shoultler.
24
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of tra�w orto FRONT SIDE REYE85E SIDE TRAFFIC CONTROL
®BRrola oenarre.n, »en
DEVICES
sNw1Ew maw�m BAGGER TAAMC CONTROL SIGN
—MAD _My _ (Street 2 of 3)
- STANDARD 7MWI-41
fhurrn a orslca.w[µl«Desire
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TYPE A Feace may De _
TYPE B TYPE C Tepped or smooth
tl II N Y tl 11
AM 1100E OB TRAREB TRAM � rr fflc pp
MUU1r1ED MINUINTED MOU1rrEO Fapxy charnels
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ROAD
CLOSED R o
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Pavement
12(3001
! ROAD CLOSED TO ALL TRAFFIC Type A P11 A
flasher
Reflectorized striping may be omltiea ROAD CLOSED ROAD CLOSED
on the bock side of the barricages. 70 TO
If a Type II(Darrloade with on attoChoc THRR TRAFFIC THR11 TRAFFIC
i sign panel which meats RCHRP 350 is not
avoilaw.. the slop may be—atea an an
NCRRP 350 temporary sign Support directly
In from of the barriccde.
Pavement A4 dimensions ore in lr-h—(.mllFleeters)
unless otherwise Shown-
ROAD CLOSED TO Ti@0 TRAFFIC
®Rk�uls owoxment„Trvnaporx,don TYPICAL APPUCATpNS OF Reflectorli.a striping shat appear o TRAFFIC CONTROL
both s Ides of the borricodes. If a
.nAOVco_.Ia.e�`Tpos 7YPE Ir BABBICADFS CWSBRB A ROAD Type II)Darricade with an attocrod DEVICES
sign panel wnich meets NCRRP 350 is
EI+G N+ED1 oK•i. not avalklDle. ThO signs May be mounted
.mavco tam - on NCRRP 350 temporary sign supports (Sheer 3 of 3)
( _ alrecty;n front of the barricade.
Euc w a uESi Aw mwrx,I - STMOMO 7MMI-M
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Type 1 or Type 1 BoYricodee One way /one Iona operation
a0 Type I a Type It borricodes
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max. O OS Type 11 barricades 02
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,aee x20-If01-4s ndAO – o
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Or and utility
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contract W20-110310)-48 Or A1EI1D
construcilon x20-1(0)-49
projects
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S36N SPACING eyae�,.
Pasted 5peeo Slgn Smoing +'WLS
55 I Soo'(150 m)
5u_"5 Or 1100 m) ® Work —so O1 Refer to SIGN SPACING TABLE
C45 200'l6D ml for alstancea.
O Cone,arum Cr borrlcode o
(not require0 for mving operations) OQ For approved slderood closures. GEL NOTES
pSian on Dor IGD19 or Varmonent support O Cone`dt 25' IS ml center,for 250' TMs Standard Is Used where at any,time,day or
tat o (IS mi Additional canes may De pieced night.any v Ncl..enuipment,workers or their
150'115 ml Centers-11 b when dare or octivities
r Flggqer with traffic caMrol sign Typo 1 or Type n between of are en rogch on the pavement requiring the closure
used.the int ervd between devices ofccne traffic tone In an urban area.
8arrcade or drlxn with filash7ng light may be doubled.
AI dimensions are In Inches Emlalmetersl
9O Cones.drums er DOrrlcadeb at
Typo 111 barricade with floshlnq lights 20'I6 m]centers. unless atherrlse Shown.
GATE REVISIONS
®Ixnol`Deno invent of Transoprtotla I-i-1I Reyla.d flogger sign. URBAN LANE CLOSURE,
�,ENOYEO Ar�v
ITT 2L,2W,UNDMDED
.r,noET, _e = 1-1-09 Switched antis to
English(metric!.
ENGIrE[,o`sesia, u+vmoeiE„. Corrected sign No.'s. STANAARO 701501-00
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