HomeMy WebLinkAbout03/21/2017 Street ResurfacingQTA�nda Item Details
............
zz�
Meeting
Mar 21, 2017 - REGULAR MEETING OF THE VILLAGE BOARD - 7:00 p.m.
Category
8. VILLAGE MANAGER'S REPORT
Subject
8.1 Motion to accept bid for Street Resurfacing in an amount not to exceed $4,472,000.
Access
Public
Type
Action
Preferred Date
Mar 21, 2017
Absolute Date
Mar 21, 2017
Fiscal Impact
Yes
Dollar Amount
4,472,000.00
Budgeted
Yes
Budget Source
STREET IMPROVEMENT CONSTRUCTION FUND AND MOTOR FUEL TAX FUND.
Recommended
Accept the lowest qualified bid submitted by Arrow Road Construction Company of
Action
Mount Prospect, IL for the 2017 Street Resurfacing Program in an amount not to exceed
$4,472,000.
Public Content
Information
The purpose of the Village's Street Resurfacing Program is to maintain all Village streets on an average 20 -
year service life cycle. To meet this goal, at least 6.84 miles of Village streets must be resurfaced on an
annual basis. The 2017 Street Resurfacing Program includes 7.45 miles of streets and is being funded
through the Street Improvement Construction Fund and a portion of the Motor Fuel Tax (MFT) Fund. The
2016 pavement evaluation study indicated that 8.21 miles of Village streets have a pavement condition
index (PCI) rating between 25-40 and are eligible for resurfacing, A map depicting the proposed street
segments included in this year's project is attached.
A notice to bidders was posted on the Demandstar by Onvia website on February 6, 2017. It was also
published in a local newspaper on February 7, 2017, and in the Illinois Department of Transportation (IDOT)
Contractors Bulletin on February 9, 2017. Seven (7) general contractors obtained the bid documents. A
copy of the bid specifications is enclosed,
On February 27, 2017 at 1:00 PM, sealed bids for the 2017 Street Resurfacing Program were publicly
opened and read aloud. Five (5) contractors submitted bids for this project. The bids ranged from a low of
$3,569,502.30 by Arrow Road Construction Company, to a high of $4,053,044.25 by Brothers Asphalt
Paving, Inc.
Below is a summary of the bids,
Bidder TQlal Bid
Arrow Road Construction Company $3,569,50230
Johnson Paving Company $3,726,665.32
Schroder Asphalt Services, Inc. $3,763,856.80
A. Lamp Concrete Contractors, Inc. $3,949,187.70
Brothers Asphalt Paving, Inc. $4,053,044.25
1%^nrAA^ic ev%rn/;1/xn%mn/T1nnrd mMihlie 1/?Q/?Ol 7
BoardDocs(& Pro Page 2 of 2
Mtineer's Estimate $4,275,177.0#
All bid submittals were checked for accuracy. All bidders submitted bid bonds in the amount of 5% of their
total bids, as required. All bidders correctly signed their bids and bid bonds. A complete tabulation of all bids
received is enclosed.
The bid prices this year represent a 3.4% reduction in cost compared to the 2016 bid. The cost to resurface
I ne mile of Village streets is $480,000, compared to $497,000 in 2016. The lower cost this year reflects a
10% decrease in the cost of asphalt.
The low bidder, Arrow Road Construction Co. has previously completed street improvements for the Village,
including the 2014, 2015, and 2016 Street Resurfacing Programs. The work from Arrow Road Construction
Co. has been acceptable. A copy of Arrow Road Company's bid proposal is attached.
The 2017 budget allocation or this project is $4,472,000. Staff recommends that the contract be awarded in
an amount up to the available budget to facilitate resurfacing of additional street segments, perform spot
pavement patches, and allow for contingencies in the contract quantities.
Alternatives
1. Accept lowest cost bid for 2017 Street Resurfacing Program.
2. Action at discretion of Village Board.
Staff Recommendation
Staff recommends that the low bidder, Arrow Road Construction Company of Mount Prospect, Illinois be
awarded the •contract for the 2017 Street Resurfacing Program in the amount not to exceed $4,472,000.
There are sufficient funds in the 2017 budget to cover this proposed contract.
2017 Street Resurfacing Program - Bid Specifications. pdf (37,452 KB)
2017 Resurfacing Program - Location Map.pdf (366 KB) 2017 Resurfacing - Low Bid Proposal.pdf (217 KB)
Administrative Content
Executive Content
Motion & Votil
F1AVA-1-Um- all .1 asill lie 11#1G1(*X;U0MZ0Ilila
Motion by Richard Rogers, second by Steve Polit.
Final Resolution: Motion Carries
Yea: Paul Hoefert, John Matuszak, Steve Polit, Richard Rogers, Colleen Saccotelli, Michael Zade'
Bid Request
For
2017 Street Resurfacing Program
-IM
IF I
NEW= 111,111111 1
W101 M kyj 14 MA i W. ML�l 0=1 ®:e .4N46< a
NOTICE TO BIDDERS
Bid for
Seated bids will be received until 1 .-,00 p.m. on February, 27, 2017 in the office of the
Village Manager, 3rd Floor', 50 1 Street, Mount Prospect, Illinois 60056, In a
separate, seated envelope please submit bid clearly rnarke&
I
The project consists of resurfacing approximately 7.45 mdes of local streets at various
locations throughout the village. The project includes, but is not limited to the following
bid items- HMA surface removal -Y, HMA leveling binder and surface, curb and gutter
replacernent, sidewalk replacement, utility structure repair and replacement,
thermoplastic pavernent markings, and misc. concrete and PVC storm sewer,
Illinois Department ofTransportation Prequalification is requiired,
Plans and specifications may be obtained at the Village of Mount Prospect's Oniv,ia
Demiandstar website by using the following link- www,mountprospect.org/bids
All work under this Bid and the resulting contract shall comply with the Illinois
Prevailing Wage Act, 820 ILCS 130/0.01 et seq. and the other applicable laws and
ordinances.
Griers may not be withdrawn for a period of ninety (90) days after the bid date without
the consent of the Board of Trustees,.
15,
r -7
A-V ,
........... . �, ....... ...... .............. ..
...........
Local Public Agency
Formal Contract Proposal
.................. . ........
PROPOSAL SUBMITTED BY
Street P,O. BOX
State Zip Code
. . ....... .. . ...... — __1
STATE OF ILLINOIS
COUNTY OF CWk
. ..... . ... .... . . ....... .
of' mowtftcs
(Nw,ni of Cfty, VQ9WNWs or Rod DiOnd'),
FOUL THE IMPROVEMENT OF
STREET NAME OR ROUTE NO. 2D17.EeqLrf�Nrl (III
SECTION NO. 1i 165-
'T P
65 -
'TYPES OF FUNDS W'rl, LaNg
SPEC IFIcAnONS (MqA.0red) Gj PLANS (required)
For Municipal Projects
SubmiftedJApproved/Pass d
P 'I TruggetwunK*W a 0 MWOW
Mayor resident
Date
Submitted/Approved
- — - - — - - --- - ..
(Me
Submifted/Approved
Counly Engineer/Superintendvit rA HWways
......... . .. . .... . . ......
D04,8
Department of Transportation
8eaSed for bid based on limited review
. . .........
fiee6 J�IE ?iniv
o
ate
I
62 221
REaISTERED,
PRCWCS510,Ai.
ENGINEER
OF
14
Note: All propW docimterns, minchjdfiag I�Iropo,,al Gjaranly C11hecks or Propowd Bid Bonds, wMcxfld bw, slipled together to prevent loss when bids spa
nasi vo sed,
BLR 12200 (011W14)
„,,,,,,,,,,,,, iii/,/.; �; , , ,..i, , , ', , , , , , ......,. '
-1 ,,, £.,, . , ”, ,.......ii , . ,i......
NOTICE TO BIDDERS Local Public Agency ._M9!!!qfrqs,
Section Number 17 -00165 -MRS
IRoute 2017...Resuirdrrmg,pr'... rs_w....._._._
Sealed proposals for the improvement described below will be received at the office of _.'iliae Mena er
. .�.
50 S, Ernefson Street, arrt p� o��
untl ff on
Address f ebru°f
Date
Sealed proposals will be opened and read publicly at the office of VA9 p Man e'... ...............
�...
5 S. m w� l�,ltlinpr at t: on
w �.�ne.. rml prp�Date
DESCRIPTION IF DRK
Name i..2017
Street ReuLenghs cafeet ....
rwiles,
Location Mid=the,Irl of t f
�Proposed Improvement fSurface Removal, Leveir irmm.... _._15" HMA Surface Course
_........._ .
nur ., ._. _ i sh b rain R ,_... .
m ........_. m.,.
m w Re wnment„ ff ...... .�... ......... ,_,,
_.......,.o__� ,.'srerpt
I , li"llarms and � ro Deal forms will available in the office of I mmfl: f�r� l�ubtirm � dr w,��.m,.�..�.,.,,.,,,,,,,,,..�.w....�
1700 W.
... ..Rd, .... u r fi„ ...� _. __...
Address
. M prequalification
if checked, the 2 low bidders must file within 24 hours after the letting an 'affidavit of Availability" (p'ormwm BC 57), in
duplicate„ showing all uncompleted contracts awarded to therwn and all low bids pending award for Federal, State, Counity,
l umcipal and private woric, One original shall be filed with Me Awarding authority and one original with the IDOT District
Offikm
3 The awarding authority reserves the right to waive technicalities and to reject any or all proposals as provided ill RLR
Special ProvisOn for lidding Requirements and Conditions for Contract Proposalls..
. The hallowing BMR Forms shall be returned by the bidder to theAwarding authority:
a. BLR R 12200; 1.... Al public agency t',,. al Contract Proposal
b. BLR 12200a Schedule of Prices
cLR 122.30; Proposal Bid Bond (if applicable)
ble
dBLR 1232.5: Apprenticeship or, Training Pr grar"n Certification (do not use for federally funded projects)
e.. BLR 12.326: affidavit of Illinois Business Oiffice
f. The quantitles, appearing in the laid scheduie are approximate and are prepared for the comparison of bids. Payment to
ttme, Contraclor will be made only for the actual quantities of work performed and accepted or materials furnished
according to the contract. The scheduled quantities of work to done and materials to be furnished may be increased,
decreased of, omitted as hereinafter provided.
. Submission of a hid slhalH be conclusive assurance avid warranty the bidder has examined the plans and understands all
requirements for the perfiarmance of wort.. The bidder wild be responsible for all errors in the proposal resulting from
failure or neglect to conduct an in depth examination. "the Awarding Authority willllm in no case be responsible for any
costs„ expenses, losses or changes in anticipated profits resulting from such failure or neglect of the bidder.
T The bidder shall tale no advantage of any error or, omission in the proposal and advertised contract.
ff, if a special envelope is supplied by the Awarding Authority, each proposal should be submitted in that envelope furnished
by the Awarding Agency and the blame spaces on the envelope shall be filled in correctly to clearly indicate its contents,
When an envelope other than the special ohne furnished by the Awarding Authority is used, it shall be marked to clearly
indi to its contents, When sent by mail, the sealed proposal shall be addressed to the Awarding authority at the address
and in care of the official in whose office the bids are to be received. all proposals shall be fled prior to the time and at
the plpm"mrx:m specified In the Notice to Bidders, proposals remr",6ved after the time specified will be returned to the bidder
unopened.
g.. Permission will be given to a bidder to withdraw a proposal if the bidder makes the request in writing or in person before
the time R)r opening proposals.
BLR 12200 (OV 14)
.......... . ........... .......... ..
- - --. -- / // .. . . .. . . . ......
County Cook
Local Public Agency . IV��t P!2,TrA
. .........
Section Number 17 -00165 -00 -RS
Route 2017 Restj
1,, Proposal of . .... . ...... . . . . .... . ...... ....... . . . ..................... . . . ................... . ... ........ ...............
for the improvement of the above section by the construction of ..... ..... , .............. . . ...... . . ...... ....... . .. . .....
I�IMA Surfam Removal, course
I V HMA Suilace
. ...... . . . .... -- . ... ...
OEM= 111111111!
. ............ . . ...... . ......... . ......
a total distance of 39,316 feet, of which a distance of 39,316 feet, TO miles) are to be irnproyed,,
2, The plans for the proposed work are those prepared by _Y�!Iaae bu t
and approved by the Department of Transportation on . . . . ............ _ ..............
3, The specifications referred to herein are those prepared by the Department of Transportation and designated as
'Standard Specifications for Road and Bridge Construction" and the 'Supplemental Specifications and Recurring Special
Provisions* thereto, adopted and in effect on the date of invitation for birds.
4. The undersigned agre�es to accept, as part. of the contract, the applicable Special Provisions indicated on the 'Check
Sheet for Recurring Special Provisions contained in this propos�al,
1 he undersigned agrees to complete the work within working days or by _jN1,2017
. . . .................... --- ..... ..
unless additional tirne is granted in accordance with the specifications,
6. A propsal guaranty in the proper amount, as specified in BLR S Special Provision for Bidding Requirements and
Conditions for Contract Proposals, will be required. Bid Bonds kill be allowed as a proposal guaranty, Accompanying
this proposal is either a bid bond ff allowed, on Department form BLR 12230 or a proposal guaranty check, complying with
the specifications, made payable to'.
'Treasurer of -L
The arnount of the chim k is 5% of the kftl
T, In the event that one proposal guaranty check is intended to cover two or more, proposals, the amount must be equal to
the sum of the proposal guaranties, which would be required for each individual proposal!, If the proposal guaranty check
is placed in another pro;x)sal, it will be found in the proposal for, SeL-bon Number jLgL§§: �-RS
a. The successful bidder at the time of execubon of the contract, will be required to deposit a contract bond for the full
amount of the award. When a contract bond is not required, theproposalguaranty, check will be held in lieu thereof. If this
proposal is accepted and the undersigned fails to execute a contract and contract bond as required, it is hereby agreed
that the Bid Bond or check shall be forfeited to the Awarding Authority.
9Each pay item should have a urift price and a total p6 . If no total price is shown or if there is a discrepancy between the
product of the unit price multiplied by the quantity, the unit price shall govern. If a unit price is ornifted, the total price will
be divided by the quantity in order to establish a unit price,
10. A bid will be declared unacceptable if ineither a unit price nor a total price is shown.
"1"1., The undersigned submits herewith the scheduie of prices on BL R 122,00a covering the work to be perfbrmed under this
contract.
12. The undersigned further agrees that if awarded the contract fey the sections contained in the combinations on
BL R 12200a, the work shall be in accordance with the requirements of each individual proposal for the multiple bid
specifie'd in the Schedule for Multiple Bids below,
BLR 12200 (01108114)
........... .........
L
Illinois DepAl artment
Wv Of Transportat101
ion
Cao uinty.222k____
L Public Agency,
Section 17-00165-00-rRS
out 2017 Res,urfacina Proararn
Schedule for Single Bid
For oworn inkmaban covedina these ofemg see, a ications)
for makina Entire
p::�rjnted M3112,017 Page 5-1 Bl,..R 12200a (01MR114)
Items
Unit.
Qtjanbty
Unit Pricm
Total
No.
1
Special Excavation
Cu Yd
650
—2
A29, B
Ton
660
3
Class C Patch eLT` Zpe
Sq Yd
200
4
Class C Patches, e H, 8"
Sq Yd
140
5
Class D Patchts,_T ype 1, 8"
Sq Yd
6
0ass D rat cha, T
jpe 6l, 8-
Sq Yd
1,090
7
Mix, fm J6nts, Cracks, & Flan
Ton
30
8
L-evelink.Binde, (.Machine Method), 1150
Ton
9,620
9
Fict Max Asphalt Surface Course, Mix "D' N50
Ton
9,620
1Cm—Bit.,
Material (Tack Coat)
Pound
51,530
11
tot mixA�p �wait Sjurfact. Removai, aw
Sq Yd
114,520
12
Storm Sewer, Rubkx.br Gasket, _L.1a T pe 1, 12"
Foo!
200
13
Trench Backffli
Cu Yd
490
14
Comb. Conc. Curb & Gutter EernayM & Replacement
Foot
_35,530
15
Sidewalk RemovM
Sq F -,t
1,200
IT-
PCC SldewMk 5-
Sq Ft
1,000
17'
PCC, Sidewalk Rem. & E -EV _15"
Sq _Ft
168,160
18
Detectable Warn'" s
Sq Ft
3,270
19
PCC Ddvewa Rem & Re l 6"
Sq Yd
2,890
20
2 0
H A
HMA Drivewa Surface Rem & Rep& 3"
D
Yd
1,290
21
M e w
Ddveny���.....,Sq
Yd
1,290
22
Frames Lids, Lids, T pe I
.
Each
48
23
12D
Stnictures to
Stnjctu
Lach
128
24
"trtictu
Structures to be Reconstructed
Each
, 2 r
5
Inlets, T e A, MP Frame, Open dud
Each
12
26
±-C, MP Frame, Open Ud
Catch Basuns, lip
Each
3
p::�rjnted M3112,017 Page 5-1 Bl,..R 12200a (01MR114)
. . . .........
. .. ......
U*4MT*.T?WZ1ffF*-1R
Item
Items
Unit Quantity
Unit Price
Total
No,
27
Catch Basins,
6
28
ManholLs, �Te-A, �MP Fra�me, Clp�sed Udl_..
Lach 2
29
PRC Flared End Sections, 12"
Each 2
30
oddin
S �d 1,000
31
Yd 5,720
32
Foot 10,530
33
Therm plastic Pavement Ma,l Une 6'
Foot 1,470
34
Foot 960
35
Thermoplastic Pavement Markin2 - Line 24"
Foot 170
36
400
37
Saw Cuts
Foot 20380
38
'Traffic Control & Protection, Standard 701501
L. Sum 1
39
Traffic Control & Protection, Standard 701801
L. Sum 1
40
Traffic Control & Protection, Standard 701901
L Sum 1
41
Maintenance 82nd (24 Month)
L Sum i .1
8- Soild PVC SDR 21 (Oass 200)
Foot 75
43
Connection
Each 3
Printed 113142.017 Page 5-2 BLR 12200a (01108114)
MEMEMEM
71TAM���
County
Local Public Agency
SIGNATURES
Section Number 17,.00165 -00 -RS
Route 2017 Resu I
I . ....... . .. ... .
Signature of Bidder
Business Address
(if a partnership)
Fim-w Name
Signed By
Business Address
.. . . ................ . . .- ... . ........ ... --- . . .... . ........................... .... . ............. . .
. .. ...... .
In ..% Narnes and AddresscKf of Afl Partners
. . . ......... . .......................
. . .. ... ....
(if a wrporation)
Corporate Narne
OM
Signd By .................... . ... -_ . . . ....... . . ..... . ... . ........ .
Pmsidefd
Business Address
President
Insert Narnes of Officers Secretary
Treasurer
............... ........ . ..
Secmlary
BLR: 12200 (01108114)
r
County
CONTRACTOR
Local Public Agency'
__...._
Section Number 17 -00165 -00 -RS
Route 2017 Resurfaci
4. Interim—Suspension or Suspension. 'rhe bidder or contractor or subcontractor, respectively, certifies that it is not Currently
under a suspension as defined in Subpart,,i Subtitle A ChapterPart 6 of the Illinois Administrative Code.
Furthermore, if suspended jprior to complebon of this work, the contract or contract�s executed for the completion of this work
may be cancelled,
rr-
. .......... . ......................
2uru�►`3451Z =*t, 01
Route 2017 Resurfacing Program
HEM=
Mwit ProspeK1'
Local Agency
Section i7 -00165 -00 -RS
PAPS RBIDBOND
WE . ......... . . . ....... .... . ....... as PRINCIPAL,
and............._...m ............... ---- . ..... . . . ......... --- .............. .. - — ----- - . .. . .............. . .. . . . . ........ . ..................... _ ___ as SURETY,
am held joWly,seven. By and flimnly bound unto the above Local Agency (hereafter referred to as "LA") in the penal surn of 5% & the total bid prke., or ft.w
the amount specdie-d in the prormsal doctKnents in effect on the date of invitation for bids whichever is the V surn We bwid ourselves, our heirs,
executors, administralars, successors, and &ssigns, joirMy pay to the LA thLs surn under the condifions of this instnjrnent.
WHEREAS THE CONDITION OFDiE FOREGOING OBLIGATION IS SUCH that the said PRINCIPAL, is sutwniffiiV a wriften proposal to the I A wling
through ks awarding authority frx the construction of die worl(deem gnafed as the above section,
MEREFORE if the pro is acxxVt and a contrad awarded to the PRlN0PAi by the LA for the above designated sechon and owe PRINCIPAL
shall withire fifteen if Tr) days after award enter into a formal contravA, furnish surety guaranteeing the faithful pefformanck of the w.xk, and furriM eWdence
of the required insuracoverac
ge, all as provided ki the "Standard Specifications for Road and Bridge Construction' and appfimble Suppl:ementai
Spedk,aadorns„ Own Oft obl4ahon shall be(mme void" offienwise, it shall remain in fuh for avid effect,
IN THE EVENT the LA determines the PRINCIPAL has Wierl to enter into a f6rrnai contrad in compliance with any requimnents set ftxM in the
preceding paragraph, then the LA ac2ing Itimu" ks amiding mrulborfty shall irnmed4te4y be entifled to recover the fulf penag purr set okA above, together
wadi avi fgwrt cents, aD aftorrmy Nes, arKJ arvy oVier expense tO recn. very.
W TESTIMONY W-iEREOF, tre,.A4 PRiNCIPAL and the said SURETY have caused Mrs instrument to be skjned by triek
respective, offimus fMs . ..... . ............. . ..... .. (,by . . . . ........
. ....... . ---- -
Principal
. .... ...... —11111111--l-I ...............
ft,w Kafflat
0
By:
..... - - — ----- . . . .......
... ... . . . ............ . . (,S ...................
AWSWO wo Tift) . . Vwffl 801% "Fal
(If PRINCIPLE ka a joint wmbire d hw) or more oDntrarAots, the axnpany narm. s, and mithorized signaturps of each rmritractwx arwit be affked)
Surety
By:
(N",a & swetv) (S"Xse (0Ai1Wr"4n,F&CQ
STAJ'E OF ILLINOIS,
COUNTY OF
I .11 a Notary Public in and for said rAminty,
do hemby rAwfdy thei,
I uLnannotm(cA $WWusis vig;*q ce iWPWN*PRlW3F11AL &, URET"Y°
who are ea0 personalty known to aw to be Ove same ;ierson., whose narnes are subwitxid to tif%D foregoing irmtfurnent on behaW of PRINCiPAL and
SURF.".1 Y, appeared twfixe ranee flits day in person arxiacani owledged mspecfti, that they sugned and delivered said irmtnuirnents as their free. and
voluntary act for the uses and pwposes Uwrwn #W fortk
Given under my hand and n(AaTial seal this day of
My commisslon expires
(Noftuy pidgk)
E] Electronic bid bond is allowed (box must be checked by LA if electronic bid bond is allowed)
The Phncipal may sutvnrl an electronic bid bond, in lieu of completing ffie above section of the Proposal Bid Bond F(wri, By providing
an electronic bid bond iD cmde, and signing blow, the PrindpaI is ensuring the identified electronic bid bond has been executed and
the Principal avid SurtAy are firmly bound unto the LA under Pie condirtions of the bid bond ass above. (if PRINCIPAL is a joint
velittire of two or more contractms, an electronic bid bond ID code, company/Bidder name title and date must be affixed for each
contractor, In the venture.)
.... . ...... E= . . .. . .. . .. .. . . I ... .. .. .. .. .. .
I . ..... .....
E �i.'i cm`i`r',' B � d'Rand K) Code (CompanyfBidder Name)
EUMMEM38M
Page I of I
Printed on 117712017 & 1113 PM
M
BLR 12230 (Rev 7/05
"Vt�
(A TransporLificM
'Bureau ofConstrucfion
2300 South Didugen P"waylftom 322
Irnstrua.°ttonwr, ComMete btmus Rrmru'rn t.W dithatr typlrtg or using M ft. "Atithoaazatioa to Bud" Will not be issued
unuess.Wdisvdesofthalk)#,TTaamoompUek-dindetapt Use iibomual 6crams as needed to list afiveafk,
Dist b do w alt work you have under contract as a:uth r a prime oDnIractor or a subcontractor. it is vequked to include all pending low bids not yet awarded
or rejected, In a joint venture, fist only that portion of the work wNch is the responsibility of your company, The urcompWed dollar value is to be based upon
the most recent engineers or owners estimate, and must in dude work subcontracted to others. If no work is contracted,, show NONE-
---F-
.._
8 _ 3 d swards Pend iracp
Estimated pletion Date
Total Contract Prkm
Accumulated
Totals
Uncmmpleted Ck.Alar Value lot' Firm i
the Prime Contractor ,�.,...o.. .�._._........�....�...,
........ W...,,.. .... ............ _......... .n.,
Uncompleted DoHar Value if Flamm is
the Subcontractor
., .,.�..�,,,..... .........._._ .m,.....
Total Value of All Work
Part It. Awards Pending and Uncompleted Work to be dom with your own forcm.
t_W bekrw the uncompleted dollar waluutu of work ttw each con#W, and awards p umdimmg to to compteted with your own fur a,. All walk
Accumulated
subcxxiffacted to othefs wHI be rmted on the reverse of thin for . In a gout vpneurp, tt only that p rtiem of than work to be donne by your
Totals
company. 9nowork is contracted', show NONIIw.
......_....................._ __........ _._ .._.. _.,.a . .................
Ea tl rk
_.........._...._,_ ..
Flortland CAmmnf Concrete Paving
...._........
HMA Mand Mix
.................,_............ _ _ . _...._... ......... ...... .
IMA Paying
_. �.................__...__w_ ......
......,r...__..._........ , _
... .......
too- Swat r tdt J,J... ..�.............._ � w.. ..,,..,..... ....,,.,, ,._...............�....w,..
is
__.._. _ . .., _ _ _..._._ _ ,_. _ ....._ _ ..
gmegate Bases & Surfaces
..........................._ _.,......_.,._..._,_ _... �..
Highway, R.R. and Waterway Stmmuctumps
Diainage
Electrical
('over erred Seal ��a _,.,..._.,._�._. _._..., .4 ............ ... ..... _
._.,,,,,. ._......... __ _.. _ ..__ .,.........
R�, acetum Camunt:rau . "�mm .........._.._..�...._...._.
_.,._._..,_..a....._....... _._._........
I_arudam°Apirmg
..
_...,._............ _.,,....._ _ ......... ....__._._. _ ..m.......__ _. __ _......
R endimmg
_.. _
�......................
Guardrail
_.
lrp'mdrug .......... _._... .__..._...__.. ._ __......_......._..�.�. ............... .._ .......
..._....... ..._.._._ ...__......._.........
Signing
.._....... _..._ .
luta@d Itpiaxmge pl..................__..._... ._...,,,.,.�,,,.,.._...... .._,. .
a'rammia Ret illing
....,__.......__............. _
... __....................... ....__ _ ,.. .........
emtmo taaumu
Pavement MarkirW (Poirot)
,.
_ __ �_ __ .._, ._...........mm...... .._............ ... .._._..............
Moet constniction (Lw)
_� .w..... _.._.
i
L Totals
EF&LR;aure afthis s"rat'onvation is REQUIRED to accomplish the statutory purpose as outRined in the till iso Procurement Code.e" Failure to comply will result In
non -issuance of an "Authruri abo n To Bid."" nits Than has been approved by that State Forms Management Cementer.
P tinted MM,017 Page I of 2 BC 57( . OWI 71910)
Part M. Work Subcontracted to Others.
d"°`oF each con trarl de bed do Pat Nu dust add the rdc you have subcontracted to othef s,
t 2 S 4 Awards Pending
SuubcAntr ctor
.w,.yT.of Wofk
Subcontract Price
.._......_............. .._._ _ _.__. _ __......_
Amount
UncompWed
Subcontractor
SubcAintract Pri*
__.._.... .._..._ __... _. ... ..._............ __.M.._ �_..._� . � � _..... �._....... � � ....____•..w.. ..._ _. ..
Amount
Unto p d
Subcontractor
T e �,rt Wotk
ubcontr P6r*
.
......._..�._.................. _......_..... . .�...M............__... ..�..
_..............� _�. ._�._ .......... _ _ _. ..�.....
.__.........
urm_m_m _..._.._._.......
Amo
ncornpt ted
Smubcrrtrtrmr
Trw rut od(
Sri rutin Prkp
.
._....._... .�� •._..... __ _.....�..............
t�rrr•, rmprted
Subcontractor
TygWork
Subcontracl Price
.
_.....__.. Amount..._....m...._....___. �... _ ..._..__.........
...�.___ __. _.........._._._..___ _ _.... � __ . _._. ...... ._ ....._w.. _ _.._
torr mopped
__,.,•... e....._... _. __. __. .._..___.. .....
Total dr a .:ed
_._µ..... ........ --..__....... I . ..... _.._ .�......... ... ... ..µ.._v ............
�__.
1, burg duly swom, do herea.by d cA re that this affidavit is truce and cx.)rr#acI statement relating to Al...L uncompleted contracts of the
and e . u rr d fbr Federal, State,, County, Cfty and private work, ind, WingLLub • ntr ctrtru„ AII. pendvng low bods not yet awarded
r rejec4ed avid Al..L estimated compWioni dates.
tr ubsci b d and swum to before m
this day of ......� Tyx of, Print Name
t'VK' r or CkwCN,d d fru
Signed
Notary, Pub#,r
div crrrrrrrus; ion extores
(Notary SeM)
l::�irdrrted 1/2'7120'17 IPage 2 of 2 BC 57 (Rev, 08117110)
- - — --------------
IWOS' Department
of Trarrsportabon
ig�m
Route -20 1Z..HesurfacinaRmarwn . . . . . .. . ... .. .. ...... ... . _
County -Cook . . . ........... . . ..... . ..... . . . ....... ...... - - ------- - -------- . ........ . . ... ..
ie :U� �WII
ft LocWAgency
. MhLJnLP_rosOed___ .
Section
For this contract proposal or for all groups in this deliver and install proposal.
0 For the following deliver and install groups in this material proposal'.
Illinois Department of Transportation policy, adopted in accordance with the provisions of the Illinois Highway Code,
requires Oils contract to be awarded to the lowest responsive and responsible bidder. The award decision is subject to
approval by the Department, In addition to all other responsibility factors, this contract or deliver and install proposal
(1) approved by avid registered with the United States Department of Labors dureau ot Apprentcesnip aria I raining, and
(2) applicable to the work of the above indicated proposals or groups, Therefore, all bidders are required to complete the
following cerfification:
Except as provided in paragraph IV below, the undersigned bidder certifies that it is a participant, either as an
indivicluall or as part of a group program, in an approved apprenticeship or training program applicable to each
type of work or craft that the bidder wiH perform with its own employees.
11. The undersigned bidder further certifies for work to be performed by subcontract that each of its subcontractors
submitted fbr approval either (A) is, at the time of such bid, participating in an approved, applicable apprenticeship
or training program-, or (B) voill, prior to commencement of performance of work pursuant to this contract, establish
participation in an approved apprenticeship or training program applicable to true work of the subcontract.
"L Me undersigned bidder, by inclusion in the list in the space bebw, certifies the official name of each program
sponsor holding ffie Certificate of, Registration for all of the types of work or crafts in which the bidder is a
participant and that will be performed with the bidder's employees. Types of work or craft that will be
sub contra-Ared shall be included and listed as subcontract work, 'The list shall also indicate any type of work or
craft job category for, mitwich there is no appficable apprenticeship or training program available.
Printed U2.712.017 Page 1 ort BLR 12325 (Rev. 4/07)
IV, Except for any work identified above, any bidder or subcontractor that shaR perform all or part of the work of the
contract or deliver and instaH proposalsolely by individuai owners, partners or members and not by employees to
whom the payment of prevailing rates of wages would be reqiAred, check the following box, and ident4� the
owner/operator work.force and posftions of ownership,
oil
Bidder, By: .............................................
(Signature)
AddrMe.,
Printed M2712017 Page 2 of 2 BLR '12325 (Rim 4107)
MMSM
County , Cook,,
Local Public Agency ... . ...... . .... . ..............
Section Number
Route
Mrfar
I Bea
of
"[N A' M" aiiif ft), (State of Afflant
being first duly sworn upon oath, states as follows -
1, That I am the of
Ofter Of PCOMOVI Mwer
2. That I have personal knowledge of the facts herein stated.
3. 1,,.h „ if selected under this proposal, mwill maintain a
(Wdev)
business office in the State of Winois which will be located in
EMEM=
4. That this business office will serve as the rximary pIace of employment for any persons employed in the
I
construction contemplated by this proposal.
5. That this Affidavit is given as a requirement of state law as provided in Section 30-22(8) of the Illinois
Procurement Code,
This isms rum was acknowledged before me on
(SEAL)
UM
(PrintName igAMOA)
I - ...—.-I.-.- ' ' �§ �ONc&Wy
Pnnted 112712017 BLL 12326 (011100114)
INDEX
FOR
SUPPLEMENTAL SPECIFICATIONS
AND REM
Adopted January 1, 2017
ERRATA Standard Specifications -for Road and Bridge Construction
(Adopted 4-1-16) (Revised 1-1-t
SUPPLEMENTAL SPECIFICATIONS
SW Spec.
Sec, P e No.
106
Controf Materials .............
1
403
Biturninous Surface Treatment (Class A-4, A-2, A-3) ...... .......
2
420
Porfland Cement Concrete Pavement ....... ........... __, ..............
3
502
Excavation for Structures , ......
5
503
Concrete Sty,uctures . ... , � .... ........
-7
504
Precast Concrete Structures ...... ....... .. ... . ... .. ..
10
.542
Pipe Culverts ........ ...... ...
11
586
Sand Backfill for Va ul ted Abutin ents .. _ _ ____. ........ ......
12
670
Engineer's Field Office and Laboratory ......
14
7014
Temporary Concrete Barrier
15
888
Pedestrian Push -Button ... ........ ..............
17
1003
FineAggregate s ........ ......
18
1004
Coarse Aggregates
19
'1006
Metals .... _ .... ............. ..........
21
1020
Portland Cement Concrete .......
22
1103
Portland Cement Concrete Equipment ...........
24
...........
............. . .......
Check Sheet for
IIS e-INM, -4fasialk,
The follomtinq RECURRING SPECIAL PROVISIONS indicated by an 'X" are applicable to this contract and are included
reference,
CbQ A
I
Additional State Requirements for Federal -Aid Construction Contracts
26
2
Subletting of Contracts (Federal -Aid Contracts)
29
3
EEO
30
4
Specific EEO Responsibilities Non Federal -Aid Contracts
40
5
ReAuired Provisions - State Contracts
45
6
ASbestos Bearing Pad Removal
51
7'
Asbestos Waterproofing Membrane and Asbestos Hot -Mix Asphalt Surface Removal
52
8
Temporary Stream Crossings and In -Stream Work Pads
53
9
Construction Layout Stakes Except for Bridges
54
10
Construction L,ayout Stakes
57
11
Use of Geotextile Fabric Rx, RaHroad Crossing
60
12
Sur cling, (A' Concrete Pavements
62
13
Hot -Mix Asphalt Surface Correction
66
14
Pavement and Shoulcler Resurfacing
68
15
Patching with Hot -Mix Asphalt Overlay Rernovall
69
16
Pdymer Concrete
'70
17
PVC Pipefiner
72
18
Bicycie, Racks
73
19
Temporary Portable Bridge Traffic Signals
75
20
Wod( Zone Public Inibrmation Signs
77
21
Nighttime inspection of Roadway Lighting
78
22
English Substitution of Metric Bolls
79
23
Calcium Chloride Accelerator for Portland Cement Concrete
80
24
Quality Control of Concrete Mixtures at the Plant
81
25
Quality CoritroWuafity Assurance, of Concrete Mixtures
89
26
Digital Terrain Modefing ftr Earthwork Calculations
105
27
El
Reserved
107
28
Preventive Maintenance - Bituminous Surface Treatment
108
29
Prevenwe Maintenance - Cape Seal
114
30
0
Preventive Maintenance -,, Micro -Surfacing
129
31
0
Prevenfive Maintenance - Slurw-y Seal
'140
32
Temporary Raised Plavemenit Markers
149
33
Restoring Bridge Approach Pavements Using High -Density Foam
150
34
Portland Cement Concrete Inlay or Overlay
153
. . . ......... .......... "I - ........
Sheet for
Local Roads and Streets Recurring Special Provisions
0
The following LOCAL ROADS AND STREETS RECURRING SPECIAL PROVISIONS indicated by an ')(7 are applicable to
this contract and are included by referentx.:
PjQYi.si0s
-QhQcK-,5heeL# Page el-NQ
LRS 1
Reserved
158
L.RS 2
Fur ishied Excavation
159
ITS 3
Wod( Zone Traffic Control Surveillance
160
LRS 4
Flaggers M Work Zones
161
1 RS 5
Contract Claims
162
LRS 6
x
idding Requirements and Conditions for Contract Proposals
163
1,,,,I S 7
Bidding Requirements and Conditions for Material Proposals
169
LRS 8
Reserved
175
LRS 9
Biturninous Surfaoe,rreatments
176
LRS,10
Reserved
177
LRS 11
x
Employment Practices
150
LRS 12
Wages of Employeers on Public Works
152
LRS 13
Saleton of Labor
154
LRS 14
E]
Paving Brick and Concrete Paver Pavements and Sidewalks
155
1,,,. S 15
Partial Payments
158
LRS 16
Protests on Lo(ml L,etfings
159
LRS '17
Substance Abuse Prevention Prograrn
160
1 ,RS 18
0
Multigrade Cold Mix Asphalt
161
State of Illinois
ERRATA
STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION
Adopted: April 1 2016
Revised- January 1, 2017
Page 84 Article 204, 2. In the seventh line of the first paragraph change
AASHTO T 99 (Method Q- to "Illinois Modified AASHTO T 99
(Method C)".
Page 90 Article 205,06, In the first, sentence W the third paragraph change
'AASHTO T 99 (Method C)" to 'Illincis Modified AASHTO "r 99
(Method C)",
Page 91 Article 205.06. In the first sentence of the fourth paragraph change
AASHTO T 99 (Method C)" to "Illinois Modified AASHTO T 99
(Method C')O, and in the second sentence change"AASHTO 1'224" to
'Illinois Modified AASHT0,r qq (Annex Al)".
Page 91 Article 205.06. In the second line of the fifth paragraph change
'AASHTO T 191* to"Iffinais, Modified AASHTO 1,
Page 91 Article 205,06, In the sixth line of the eighth paragraph change
"AASHTO, T99 (Method Q* to "Illinds Modified AASHTO T 99
(Method C)-.
Page 152 Article 310.09. In the second sentence of the second paragraph
change"AASHTOT191* to 011finois Modified AASHTO, T 191", and in
the third sentence change "AASHTO T 99" to "Illinois Modified
AASHTO T 99".
Page 155 Article 311.05(a). In the firbi sentence of the fifth paragraph change
"AASHTO 1 99 (Method Q' to "Illinois Modified AASHTO T 99
(Method C)", and In the second sentence change "AASHTO T 224" to
"Illinois Modified AASHTO T 99 (Annex Al)",,
Page 155 Article 311.05(a . In the second line of the sixth paragraph change
`AASHT01 "T" 191"to"Illinois Modified AASHTO T 191",
Page 163 Article 351.05(a). In the second sentence of the fifth paragraph
change "AASHTO "r 99 (Method C)" to "Illinois Modified
AASHT0 T 99 (Method Cand in the third sentence change
"AASHTO T 224n to "Illinois Modified AASHTO T 99 (Annex All)",
m
Page 163 Article 351.05(a). In the second line of the sixth paragraph change
"AASHTOT 191" to "Illinois Modified AASHTO T 191",,
Page 169 Article 352A 1, In the second sentence of the fourth paragraph
change "AASHTO T 191"to"Iffinois Modified AASHTO T 191", and in
the third sentence change "AASHTO T 134 (Method B)" to "Illinois
Modified AASHTO T 134 (Method B)",
Page 169 Article 352.12. In the first sentence of the first paragraph change
"AASHTO T 22" to 'Illinois Modified AASHTO T 22", and in the
seconI sentence change "AASHTO T 134 (Method B)" to 'Iffinois
Modified AASHTO 1 134 (Method B)",
Page 196 Article 406,07(a) After the footnotes in Table 1 - Min�murn Roller
Requirements for HMA add the following -
"EQUIPMENT DEFINITION
Vs - Vibratory roller, static mode, minimum 125 Win,
(2.2 kWmim) of roller Wdth. Maximum speed = 3 mph
(5 krn/h), or 264 ft./min (80 m1min). If the vibratory roller
does not eliminate roller marks, its use shall be
discontinued and a tandem roller, adequatelam ballasted to
remove roller marks, shall be used.,
Vj:) - Vibratory roller, dynamic mode, operated ata speed- to
prods cm not less than 10 impa� (30 impactsim) ,
1`8 T r andem rollw for breakdown rolling, 8 to 12 tons (7 to
11 rnehic tons,)i, 250 to 400 lbfin. (44 to 70 Nimm) of roller
width, max. speed = 3 1/2 mph (5.5 km/h) or 308 ft/min
(92 m/min),
Tr - "Tandem roller for finai rolling, 200 to 400 Win. (35 to
70 N/mm) of roller width with rninimurn roller width of
50 in. (1.25 m). Ballast shall be increased if roller marks
are not efirninated. Ballast shall be decreased if the mat
shoves or distorts.
3W - Three wheel roller, max. speed = 3 mph (5 km1h) or
264 ffirnin (80 m/min), 300 to 400 lbfin. (53 to 70 Nimm) of
roller width. The three -wheel roller shall weigh 10 to
12 tons (9 to 11 metric tons) "
a
Page 253 Artide 44,2,06(a)(2). In the third line of the sixth paragraph delete
"transverse?'.
Page 331 Article 505.04(p). Under Range of Clearance in the first table change
Oin. x 10-06 to 'in. x 10'1',
Page 444
"i, i" 542.03. In the Notes in Table IIIB add "CPP Corrugated
Polypropylene (CPP) pipe with smooth interior".
Page 445 Articie 542.03. In the fourth column in Table IIIB (metric) change the
heading for Type 5 pipe from "CPE'to'CPP*,,
Page 445 Arficle 542.03. In the Notes in Table IIIB (metric) change "PE
Polyethylene (PE) pipe with a smooth interior" to "CPP Corrugated
Polypropylene (CPP) pipe vvith smooth interior,,
Page 449 Articie 514204(0(2). In the third line of the second paragraph change
'A,ASHTO T 99 (Methiod C)" to "Illinois Modified AASHTO T 99
(Method C)-,
Page 450 Arbde 542D4(h). In the third sentence of the second paragraph
c�hange "in the table WoW to 'rxw the Contractor's design".
Page 544 Article 639.03. In the first sentence of the first paragraph change
'AASHTO Standard Specifications for Structural Supports for
Highway Signs, Luminaires, Traffic Signals,' to "AASHTO LRFD
Specifications for Structu4 Supports for Highway Signs, Luminaires,
and Traffic Signals,",
Page 546 Article 640,03, In the first, sentence of the first paragraph change
'AASHTO Standard Specifications for Structural Supports for
Highway Signs, Luminaires, and Traffic Signals" to "AA,SHTO LRFD
Specifications for Structural Supports for Highway Signs, Lurninaires,
and Traffic SignaW,
Page 548 Article 641.03. In the first sentence of the first paragraph change
"AASHTO Standard Specifications for Structural Supports for
Highway Signs, Luminaire and Traffic Signals," to "AASHTO LRFD
Specificabons for Structural Supports for Highway Signs, Luminaires,
and Traffic SignaIs,".
Page 621 Artide 727,03. In the first sentence of the third paragraph change
"AASHTO Standard Specifications for Structural Supports for
Highway Signs, Luminaires and Traffic Signals' to "AASHTO LRFD
Specificalions; for Structural Supports for Highway Signs, Luminaires,
and Traffic Signals",
Page 629 Article 734,03(a),, In the fourth line of the second parag,raph change
"AASHTO T 99 (Method C)" to 'Illinois ModiW AASHTO T 99
(Method C)'.
FA
Page 649 Article 801.02. In the first sentence of the first paragraph change
"AASHTO's Standard Speeffications for Structural Supports for
Highway Signs, Luminaires, and Traffic Signals"' to "AASHTO LRFD
Specifications for Structural SUpports for Highway Signs, Luminaires,
and Traffic Siginals".
Page 742 Article 1003,04(c). Under Gradation in the table change '(see.
Article 1003.02(c))" to "(see Article 1003.01(c))"'.
Page 755 Article 1004.03(b), Revise the third sentence of the first paragraph to
read "For Class A (seal or cover coat), and other binder courses, the
coarse aggregate shall be Class C quality or better,".
Page 755 Article 1004.013(c). In the table for Class A-1, 2, & 3, change the
Gradation N�o. "CA 16" to "CA 16 or CA 20"
Page 777 Article 1006.29(d). Revise, the third sentence of the third paragraph
to read "Stains steel washiers shall be plain flat, conforming to
ANSI/ASME B1 8.22. 1, 1ype A or B as appropriate, or MS 15795, and
made of 18-8 stainless steel,"
Page 809 Article 1020,04(e), In the third line of the first paragraph change
"I"I"P SCC - 3* to "ITP
Page 810 Article 1020,05(b) In the second Nine of the first paragraph change
.ac di the qualified products list" to "according to the qualified
products fist.'.
Page 810 Asti de 10,20,05(b), Delete the first sentence of the second paragraph
Page 852 Article 1030.05(ai)(6), Change "Hot -Mix Asphalt QC/QA Start -Up
Procedures""' to "Hot -Mix Asphaft Test Strip Procedures",
Page 945 Article 1069.05, In the first sentence of the tenth paragraph change
"'Standard Specifications for, Structural Srapports for Highway Signs,
Luminaires, and "Traffic Signals"""' to "AASHTO LD Specifications
for Structural Supports for Highway, Signs, Luminaires, and Traffic
Signals",
Paige 961 Artide 1070,04(b)(1). In the third sentence of the first paragraph
change andard! Specifications of Structural Supports for H�ighway
Signs, Luminaires and Traffic Signals" published by AASHTO" to
"AASHTO LRFD Specifications for Structural Supports for Highway
&gnis, Luminaires, and Traffic Signals".
E
Page 989 Article1077,01. In the second sentence of the first paragraph change
"Standard Specifications for Structural Supports for Highway Signs,
Luminaires, and Traffic Signals, as published by AASHTO" to
"AASHTO LRFD Specifications for Structural Supports for Highway
Signs, Luminaires, and Traffic Signals".
Page 1121 Article 1103.13(a), In the first line of the first paragraph change
"Bridge Deck Approach Stabs," to "Bridge Deck and Approach
Slabs,"
PEI
U10indis Department
of Transportation
-I-/////////////// I. f I I / I I I I I - - ---------- IIIIIII I/ .. ..... - - -- - - - - - - -- - - - - - - - - -
The following Special Provisions supplement the "Standard Specifications for Road and Bridge Construction", Adopterd
JanLj�ry,,I, 20,17 the latest edition of the "Manual on Uniform Traffic Contral Devices for Streets
and Highways', and the ""Manual of "T'est Procedures of Materials" in effect on the date of Ovitation of bids, and the
Supplernentall Specifications and Recurring Special Prov^ sions indicated on the Check Sheet included here M which apply to
avid govern the construction of Section No. 17 -00165 -00 -RS and in case of conflict with any part, or
. . ... ..... ......
of said Specifications, Pie said Special Prov�sions shaH take precedence and shall govern,
Page I of I
Printed on IQW2,01 7 556,130 PM
BLR 11310 (Rev, 7105)
17 -00165 -00 -RS: SPI."CIAL PROVISIONS
INDEXTO SPECIAL, PROVISIONS & SUPPORTING PERMITD0C(JMENTS
�rovjsioqs
1,0CATION OF IMPROVEMENT
DESCRIIvf ION OF WORK
RESTRICTION OF WORK
SPECIAL EXCAVATION
STORM SEWER, RUBBER GASKET, CI,ASS A, TYPE 1
8" SOLID PVC SO R 21 (CLASS 200)
CONNECTION
HOJ'MIX ASPHAIA" AND CONCRETE DRIVEWAY REMOVAL AND REPLACEMENT
TRAFFIC CONTROL, Pt,AN
1Q0'1'BQj,',_$XLtajR[Qyisions (See Check Sheet)
fDar, BLRS �Spg��4iLprqyisioqs
LR 107-4
IDO'I'Distriet.1 S , 6,gjjl
W pqvisions
RECLAIMED ASPHALT PAVENIENTAND RECLAIME.D ASPHALT SHINGLES (D-1)
HMA MJX*l'LJRE DESIGN REQUIREMENTS (DI)
FRWIJON AGGREGATE (II -I
Permit Documents
STORM WATER 1l'OLt,uTl.ON PREVENTION PLAN
NPDES PERMIT
. ........... ... ...... ........... ......
17 -00165 -00 -RS- SPECIAL PROVISIONS
LU
2017.0117'
The pmject is location within the Village of'Mounot Prospect and consists ofthe resurfacing oflocal streets
for a total dist ,rice of 71145 mull s.
DESCRIPTION OF WORK
2003.01.29
The work included in this contract consists of fumishing all labor, niaterials, equipment and other iterns
necessary for the compiction of hot mix asphait surface removal, hot mix asphalt binder course installation,
hot mix asphalt surface course insudlation, curb and grutter, renioval and reptam. cement, sidewalk removal and
repacenient, pLc wid hot. Tnix asphalt driveway rcpairs, utility sinicture, repair's and collateral work necessary
to complete the irripmvements ass shown on the details and as described herein.
RESrj SIC TION OF WORK
2017.0L01
In general, the work on this pri),ject cannot start beforL April 30'1'
All construction activities air alteration oplerations within the Village shall be performed only between fl -11c
hours of "7;d a. m. and 7:00 parm. Monday throu0i Saturday, ]No work will be allowed on Sundays and legal
holidays as listed in Article 107.09 in the Stwidard Specifications. Variations from these time limitations
shall be allowed only in the case of run aintenance ofoperation of safety and traffic control devices such as
bafficades, signs and lighting, or to consuruction of an einergency nature. More stringent requirernents inay
N.- asmessed for work in state highwaycar railroad rights af-wgky. Working hours outside these times rilust
receive prior approval fi-orn the Village,
SPECIAL EXCAVATION
2008,01. 14
DES(-RIPTION. In general this work shall tx- is accordance wm Siection 202 and 440 of the Standard
Specifications for Road and Bridge Construction except as noted herw.-rin. This itern includes all cxcavation
necessasy to remove mid disjx)se of', unsuitable pavement base and unsuitable sub -base that may be
encountered. If, during construction, it is deferrnined by the Frigineer that unsuitable base and sub -base is to
Ix removed, the Engineer will direct the Contractor to mmove this material, 71e vollume removed will be
deleirniined by the lEngirweer ftein field measurements.
Open -cut trenches shall laic sheeted and brac&Ai or, o1herwise protected as required by any governing Fedenal
or State and municipal ordinanczs and as may be nece&sary, to pnrtect lif, prop",, or the Contract Work. In
any event, the minimnurn protectioni shall confami to the recommendations in the Occupatiorial Safely and
I lealth Act (OSI 1A) Standards for Construction. Shecting, cing, shoting and general safety measures will
not tw paid for separately but shall I included in the contract.
METHOD 01' MEASI VRl,"MI�I'NT. This work will be rneasured in im, original position and the volunwe in
cubic yards computed by the method of a.ver 2ge end areas.,
BASIS OF PAYMENT. This work will be paid for at ttie c(,:mtract unit price per cubic yard for SPI"CIAL
EXCAVATH-K
The inatedal replacetnent of unsuitable base and m.6 -base will be paid under the item 1-br Aggregate Base
Course, Type B.
If, at the direction of lite Engineer, it is detemqhled that unsuitable pavement base must be replaced with
bituminotts inaterial, die pay item for CLASS D PATC1 HES, "IYPE 1, 8"or CLASS D PATC14ES, 1-YPE 11,
8" will be used and the irequirvd excavation will riot Ix- paid for separately,
17 00165 -00 -RS: SPECIALPROVISIONS
STORM SEWER, RUBBER GASKET, CLASS A, TYPE I
AMU I
DESCRIPTION. This work shall consist of constructing storm sewers in accordarace with Section 550 of the
Standard Specifications for, Road and Bridge Construction except as noted herein and any applicable
requirentents of the Metropolitan Water Rechunation DistTict.
CONSTRUCTION R.1"QUIREMENTS. The pilpe material used for this item shall be reinforced concrete
culvert pipe Class A,Type I with rubber "0" ring gasket joil its. Where required horizontal and vertical
separations with water, mains cannot be met, the necessary sections of stoffn sewer shall have water pressure -
tight. joints,
BASIS OFPAYMEN'r. This work will be paid for at the contract unit price per foot for STORM SEWER,
RUFR GASKET, LASS A, TYPE I of the diameter specified in die pro pos,al. This p6ce shall include
all costs for excavating, disposing of the excess excavated rnaterial, furnishing and placing the pipe bedding
material, corm ecting to existing structures, and all other labor and matcrials necessdry to fumish and install
this item.
8" SOLID PVC SDR 21 (CLASS 200)
201TOL27
DESCRIPTION. "Miswork. shall consist of the installation of polyvirtyl chloride pipe (PVC) in accordance
to Section 1040.03 (A) of the Standan] Specifications fbr- Road and Bridge, Consuvction.
CONSTRUCTION METHODS. Installation shall conform to Section 550 of the Standard Six-cificatiorks for
Road mid Bridge ConStnJerioll and any applicable requirements of the Metropolitan Water Reclamation
District.
BASIS OF PAYMENT. This work will Im paid for at, the contract unit pritv per foot for 8" St; )[,ID PVC
SDR 21 (CLASS 200). 11wis price shall include all the cots for excavating, diWsing of excess material,
funtishing and placing pijw,v bedding material, connecting to cxistingstructures, and all other labor and
material (including Fittings) necessary to furnish mid install this item.
Nam
DES"CRurrION, 'Dis work shall consist of connecting new storrn sewer to cxisting structures or sewer
inains.
CONST'RUCI ION VIEF14ODS. All connections to existingstructures or sewer mains shall be cored, and
shiall include as rubber bootseal.
BASIS OF PAYMENT, 7 ids work will W.- paid for at, the contract unit priaz per each CONNECTION,, This
price, shall include all lalmr, material, and equipment to complete this item,
17 00165-00-R.S. SPICI If..." PROVISIONS
-XS
PHEXUll—i'll -X*T(-AXTE DRIVEWAY ALMOVK
200TOL 16
DESCRIPTION. This or shale consistof the removal and satisfactory disposal of'existing hot mixasphalt
and concirte driveways as shown on the plans, This or shall also consist of the constniction of new Hot
mix asphalt and concrete driveways as shown on the plans. This work shall be performed in accordance with
the applicabile portiorks of Section 406 and 420 of the Standard Specifications cept as noted herein.
CONSTRUCTION. At specific locations shown on the plans, existing concrete mid hot mix aspiralt
driveways shall be reinoved and disposed of by the Contractor. Tae limits of rer'noval will tw marked by the
Engineer. The driveway shall' sawcut full -depth. Any areas outside the limits of'removal, which are
damaged, shall be. replaced 1,-)y the Contractor at his own expense.
"rhe Contractor shall install a 6" PortlandCemcnt Concretc surface, or a 3"' HMA Surface Course, Mix
N50. "I"he Pordand Cernent Concrete drivew4ky shall be constructed in accordance with Section 420 of the
Sundard Specifications for Road and Brid gc Construction insoilix as applicable. The hot inix asphalt
driveway shall be constructed in two lifts and in accordance with Smtion 406 of the Standard SIxcificatioares
insofar as applicable.
METHOD OF M1EAS6JR1.MEN'r and III ,SHS OF PAYMIENT, This woric will be micasured in place and the
area computed in &.1axarr yards,"This work will be paid f(,.)r at the contyao, unit price per square yard f6r, PCC
HDI. UVEWAY REMOVAL, AND REPLACEMENT, 6" or for HMA DRIVEWAY S1.J1RFA,CF REMOVE &
R,'PLACE, 3". 'Fbis price shall Am.) include the cost for excavating to the prop. er grade, providing the lal)or,
materials, and equipment to complete, this iterra.
IfAirecred by the Engineer, the Contmetor shall remove the existing Inas and install a 2" compacted
aggmggte Wse course I A-6prior to the installation of the 6" Poffland Cement Concrete surface. The
ren"Doval and replacement of the baso course timder a new surface shall bL hichuded its die pay iterin PCC,
DRIVEWAY 14EMOVAL AND REPLACEMENT, 6"'
If directed by the ll:ngineer, the Contractor shall remove the existing I-Jaww-and install an 8" compacted
aggregate base course (CA -6) prior to the installation of die 3" HMA surface. The removal arid res plan eirenut
of the existing aggregate under a new HMA surface will he paid for• at the ci,,narAct unit prhx, per square yard
for DRIVEWAY BASE REMOVAL & ]UPLACEMENT, 8".
IT 00165 -00 -RS: SPECIAL PROVISIONS
TRAFFIC CONTROL PLAN
201701bT
Traffic Control shall be according to the applicable sections of the Standard Spec ifications, the Supplemental
Specifications, the "Illinois Manual on UnifOlURTraffic Control Devices for Streets and Highways", any
special details and I lipy Standardis contained in the plans, and the Special Provisions contained herein.
Special attention is called to Article 107.09 of the Standard Specifications and the fbilowing 1 -lig. hway
Standards, Details, Quality Standard for Work ZoneTraffic (,ontrol Devices, Recurring Special Provisioriis
and Special Provisions contained herein, relating to tmffic contmi.
The Contractor shall contact the District One Bureau of"Traffic at least 72 Ilho urs in advance of beginning
work,
STANDARDS:
701301-04 Larie Closure. 2L, 2W, Short. Time Operation
701311-03 Lane Cloiure 21, 2W Moving Operations — Day Only
701501-06 Urban Lane Closure,21.,P 2W, Uadivided
701801-06 Sidewalk C'omer or Crosswalk Closure
701901-06 Traffic Control Devices
DETAILS:
Region One Traffic nmil and Proteclion for Side no ds, Intersections, and Driveways
Region One Typical Pavement Markings,
SPECIAL PROVISIONS.-
1.,RS 3 Construction Zorie Traffic Conttol
Mairitenance of'Roadways E).-1
BASIS OF PAYMENT, 11e work, associated with the Traffic Control Plan will be paid f at the contrw
unit price Imnp Sumi for "FRAl"FIC CONTROL & PROTECTION, Standard 701501,TRAFFIC ("ONTROL
& PRu1 a-1'100, Standard'701801, and TRAFFICA CONTROL & PROTEC"TION, Standard 70190L
BDE SPECIAL PROVISIONS
For the January 20 and March 10, 2017 Leffings
The full rig spec:iai provisions iriftated by an Y are applicable to this contract and will be included by the Projec,
Dewelopment and Brnplernentation Section of the BD E. An * Odicates a new or revised special provision for the letfing.
File
#
Baal PMviqL_i i 1]tLe
_1
Effective
visgri
80099
1Accessible
Pedestrian Signals (APS)
April 1, 2003
Jan, 1,2014
80274
2
bg
Aggregate Suprade Improvement
April 1 � 2012
April 1, 2016
80192
3
. . . . . ........
Automated Flagger Assistance Device
Jam 1, 2008
80173
4
. .... ...
&tuminous Materials Cost Adjustments
Nov,2,2006
July 1, 2015
80241
5
Bridge Demolition Debris
July 111, 2009
50261
6
Building Rein oval- Case I (Non-Fdable and Friable Asbestos)
Sept. 1, 1990
April 1, 2010
50481
7
Building Rem oval- Case 11 (Non -Friable Asbestos)
Sept. 1, 1990
April 111, 2010
50491
8
Bifid ng Removal_Case III (Friable Asbestcm)
Sept. 11, 1990
April 1, 2010
50531
9
Building Rerntwal-Case IV (No Asbestos)
Sept. 1, 1990
April 111, 2010
80366
10
J
Butt Joints
July 111, 2016
80198
'11
CompWion Date (via calendar days)
April 1, 2008
80199
12
CompleUon Date (via calendar days) Plus Work Og Days
April 1, 2008
80293
13
Concrete Box Culverts with Skews > 30 Degrees and Ueslgn
FlUs'.55 April 1, 2012
July 11, 2016
..........
Feet
80311
14
Concrete End Sections for Pipe Culverts
Jan. 1, 2013
April 1:1, 2016
80277
15
Concrete Mix Design Depadment Provided
Jan. 1, 2012
April 1,11 2016
80261
16
Construction Air Quality Diesel Retrofit
June 1, 2010
Nov, 1, 2014
80029
17
Disai:Ivant ed B ' Enter
;Bss prise Participation
W! wloi'�`Wq '/t/o/s/l/mm"s mom
Qw! Ila
Se t 1 *970001 Ju 1 2, 2016
Z",
OWN 9. "m
f/m/i/i
80229
19
Fust Cost Adjustment
April 1, 2009
July 1, 2015
80304
20
Grooving for Recessed Pavement Markings
Nov, 1, 2012
Aug, 1, 2014
80246
21
Hot.Ux Asphalt Density Testing of Longftudinai Joints
Jan. 1112010
April 1. 2016
80347
22
Hot -Mix Asphalt Pay for Performance Using Percent Within Umits Nov, 1, 2014
April 1, 2016
Jobsite Sampling
80376
23
Hot -Mix Asphalt -Tack Coat
Nov. 1, 2016
80367
24
1 ight Poles
July 1, 2016
80368
25
L,ight Tower,
July 1, 2016
80336
26
Longitudinal Joint andCradc Patching
Apiii 1, 2014
April 1, 2016
80369
27
.....
Mast Arm Assembly and Pole
July 1, 2016
80045
28
.....
MatenM7'ransfer Device
June 15, 1999
Aug. 111, 2014
80165
29
Moisture Cured Urethane Paint System
v.. 1„
Jan. 1, 2010
80349
30
Pavement MarlKing Blackout 'Ta pe
Prov. 111,2014
April 1, 2016
80371
31
Marking Removal
July 1, 2016
80298
32.W.
........Pavement
Pavement Marking Tape Tyr. rV
April 1, 2012
Aphi 1, 2016
80377 33
RE
Portable 2han 'e"a'bBe Messa e, ,T, ris Nov.1,2016
80338
35
Portland Cement Concrete Partial Depth Hot -Mix Asphaft Patching April 1, 2014
April 1, 2016
80300
36
Preformed Plastic Pavement Marking Type, D - Inlaid
ApHI1,2012
April 1,2016
80328
37.
......
Progress Payments
Nov. 2,2013
3
,. 4261
38
Raflroad Prcitective Liabilo insurance
Dei'.. 1,, 1986
Jan. 1, 2006
80157
39
Railroad Protecfive Liability insurance (5 and 10)
Jart, 1, 2006
80306
40
Reclaimed Asphalt Pavement (RAP) and Reclahned Asphaft
Nov.1,2012
April 1, 2016
Nn les, R
."i,
M"a,
Wl.111_
"C' (4
AJAPA, /2010 A,//
80127'
42-
Steel ost Adjustment
Arxil 2, 2004
July 1, 2015
File
# Specig.1 Provision Title
Effective
Revised
Na -me
80317
44 Surface Testing of Hot -Mix Asphalt Overlays
Jan. 1, 2013
April 1, 2016
20338
45 Training Special Provisions
Oct. 15„ 1975
80318
46 Traversable Pipe Grate
Jan. 1, 2013
1, 2014
tril
Jlfj(
80288
49 Warm Mix Asphalt
Jan, 1, 2012
April 1, 2016
80302
50 Weekly DBE Trucking Reports
June 2, 2012
April 2, 2015
80289
51 Wet Reflective `T'hermMasfic Pavement Marking
Jan.1,2012
80071
52 1.- j Working Days
Jan. 1,2002
The following special provisions are in the 2017 Supplemental
Specifications and Recurring Special Provisions.
File
S
jtLiql Provi$ionritig
New Location
Effective
R&Lvised
NaMe
80360
Coarse Aggregate Quality
Article 10 . 01
July 1, 2015
80363
Engineers Field Office
Article 670,07
ApOI1,2016
80358
Equal EmploMent Opportunity
Recurring CS #1 and #5
April 1, 2015
80364
Errata for the 2016 Standard Specifications
Supplernental
April 1, 2016
80342
Mechanical Siderie Bar Inserter
Articles 420,03, 420,05, and
Aug. 1, 2014
April 1, 2016
1103,19
80370
Mechanical Splicers
Article 1006.10
July 1, 2016
80361
Overhead Sign Structures Cerfiflc*ion of Metal
Article 106.08
INov, 1, 2015
April 1, 2016
Fabricator
80365
Pedestrian Push -Button
Article 888-03
it 1, 2016
80353
Portland Cement Concrete Way or Overfay
Recuning CS #34
Jan.1,2015
April 1, 2016
80372
Preventive Maintenance Bituminous SurfacR
Reakaring CS #28
Jan.1,2009
July, 1, 2016
Treatment (A-1)
80373
Preventive Maintenance Cape Seal
Recuning CS #29
Jan. 1,2009
July 1, 2016
80374
Preventive Maintenance - Micro -Surfacing
Recurring CS #30
Mara. 1,2009
July 1, 2016
80375
Prevenfive Maintenance Slurry Seal
Recurring GS #31
Jan. 1,2009
July 1, 2016
80362
Steel Slag in Trench Backffll
Articles 1003,01 and 1003,04
Jan. 1,2016
80355
Temporary Concrete Barrier
Articles 704,02, 704 04,
Jan. 1, 2015
July 1, 2015
704,05, and 704.06
The fallg special provisions require additional Wormation from the designer. 'The additional information needs to be
irwcJuded in a separate document attached to this check sheet, The Project Development and Implementation section will then
include the information in the applicable special provWon The Special Provisions are:
• Bridgp Demolition Debris 0 BuU&ig Removal -Case IV 0 Mat eriW'Trwisfer Devioe
• Building Reniowal.-Case I a Completion Date a Flailroad brat live Liability Insurance
® Building RemovM-Case 11 e Completion Date Plus Working Days 0 Training Spedai Provisions
• BiuflMng Removal -Case 111 0 DBE Parficipabon a 'dreg Days
BUTT JOINTS (13DE)
Effective: July 'l, 2016
Add the following to Article 406,08 of the Standard Specifications.
(c) Temporary Plastic Ramps. Temporary plastic ramps shall be made of high density
polyethylene meeting the properties listed below, 'Temporary plastic ramps shall only be
used on roadways with permanent posted speeds of 55 mph or less. The ramps shall
have a minimum taper rate of 1.30 (VH), The leading edge of the plastic ramp shall
have a maximum thickness of 1/4 in, (6 mm) and the trailing edge shall match the height
of the adjacent pavement ± 1/4 in, (± 6 mm).
'The ramp will be accepted by certification The Contractor shall furnish a certification
from the manufacturer stating the temporary plastic ramp meets the following
requirements,
11 Crosshead speed -2 in,/minute
. ......... . . . ....... . .....
.......... //// . ..........................
..........
Eftctive; Jainuary 1, 2010
Revised" April 1, 2016
[Jeer[ tion. 1"Ns work shall consist of testing the density of longitudinal joints as part of the
quality controVquality assurance (QC/QA) of hot -mix asphalt (HMA). Work shall be according to
Section 1030 of the Standard Specifications except as follows.
Delete the second and third sentence of the third
paragraph of Article 1030.05(d)(3) of the Standard Specifications,
1-i-11, I W411
'Longitudinal joint density testing shall bee performed at each random density test
location. L.ongitudinal joint testing shall be located at a distance equal to the lift
thickness or a minimum of 4 in. (100 mm), from each pavement e® (i.e. for a 5 in.
(125 rnm) lift the near edge of the density gauge or core barrel shall be within 5 in.
(125 mrn) from the edge of pavement) Longitudinal joint density testing shall be
performed using either a correlated nucfear gauge or cores.
a., Confined Edge. Each confined edge density shall be represented by a one-
irninut-A.-.- nudear derisity reading or a core dertsity and shall be included in the
average of density readings or core densities taken across the mat which
represents the IndiMual I est.
bUnconfined Edge. Eacti unconfined edge joint density shall be represented by
an average of three one -minute density readings or a single core density at ft
given density test location and shall meet the density requirements specified
herein, "The three, one-rininute readings shall be spaced 10 ft (3 m) apart
la ngitudinaHy al mV the unconfined pavement edge and centered at the random
density test location."
Revise the Density Control I irnib; table in Article 1030,05(d)(4) of the Standard Specifications to
read,
._a. ........ . .
"Mixture
... . . ... . . . . .....................
Parameter
. . . . . ........... ... . -1 . ..... ...
lndiividual
Unconfined Edge
Composition
(includes confined
Joint Density
Minimum
_edges
. . ....j_,
.75
Ndesi 5 04%
77
10 -97.
91.0%..
. . .... .
—Ndesi
. .. ... ........9
92, 0 96.0%
90.0%
5,IL, -9,51..
Ndesi 90
. .. .......
92.5 -97,4%
. ....... . . . .........
... .. .....
90.0%
d W
93.0 96.0%
i",
90,0%
H.U19.0L 93.0 97.4%
Ndesi
. . ... .9._.. . . . . . ..... Q,__
�U"
60
go. 03i.
Ndesign 50 & 30
93,5 - 9T4%
91.0%11
01'.
State of Illinois
Depadment of "i-ransport' ation
Bureau of Local Roads and Streets
SPECIAL PROVISION
FOR
INSURANCE
1 ( I , I I I I
All references to Sections or Articles in this spedfication shall be construed to mean specific
Se!ction or Article of the Standard Specifications for Road and Bridge Construction, adopted by
the Department of Transportation
geneThe Contractor shall name the following entities as additional insured under the Contractor's
ral liability insurance po�licy in accmr,daince mrith Article '10727:
Village of Mount Prospect
"The entities fisted above and their officers, employees, and agents shall be indemnified and
held hairmless in accordance with Article 107.26.
Maintenance of Roadways
Effective.� September 30, 1985 Revised: November 1, 1996
.............. . _ -/-/ /I -, , ---,,,; 1/, ...... � , " " ; " //, , ,1111 "I" I ,, I I I I I I I I , I I � 1111111111,1,111 , I I I I .... ..........
Effective- November 1, 2012
Revise', April 2, 2016
Revise Secfiori 1031 of the Standard Specifications to read:
"SECTION 1031. RECLAIMED ASPHALT PAVEMENT AND RECLAIMED ASPHALT
SHINGLES
i0i.01, Description. Rerlaimed asphalt pavement and reclaimed asphalt shingles shall
be according to the foliamring.
(a) Reclaimed AsphWt Pavement (RAP),, RAP is the material resulting from cold milling or
cnishing an e)dsting hot. -mix asphalt (HMA) pavement, RAP will be considered
processed FRAP after completion of both crushing and screening to size. The
Contractor shall supply written documentation that the RAP originated from routes or
airfields under federal, state, or local agency jurisdiction.
(b) Reclaimed Asphaft, Shingles (RAS), Reclaimed asphalt shingles (RAS). RAS is from
the proicessing and grinding of preconsumer or poste nsumer shingles. RAS shall be a
clean and uniforin material with a maximum of 0.5 Percent unacceptable material, as
defined in Bureau of Materials and Physical Research Policy Memorandum, "Reclaimed
Asphalt Shingle (RAS) Sources", by weight of RAS. All RAS used shall come from a
Bureau of Materials and Physhcal Research approved processing facility where K shall
be ground and processed to 100 percent passing the 3/8 in. (9.5 mm) sieve and
90 percent passing the #4 (4.75 mm) sieve. RAS shall meet the tetsting requirements
specified I'mrein. In addition, RAS shall meet the following Typel or Type2
requirements,
(1) Type i, 1"ype I RAS shall be processed, preconsurner asphalt shingles salvaged
from ftie manufacture of residential asphalt roofing shingles,
(2) 1`ype 2. Type 2 AS shall be processed post-consurner shingles ons, salvaged
frorn residentW. or four unit or less dwellings not subject to the National Emission
Standards for l4azardous Air Pollutants (NESHAP),
1031.02 Stockpiles. RAP and RAS stockpiles shall be according to the following.
(a) FLAP Stockpiles, The Contractor shall construct individual, sealed RAP stockpiles
meefing one of the following definitions, Additional processed RAP (FRAP) shall be
stockpiled in, a separate working pile, as designated in the QC Plan, and only added to
the sealed stock,pi(e when test results for the working pile are complete and are found to
meet tolerances specified her6n for the original sealed FRAP stockpile. Stockpiles shall
be suffictently separated to prevent intermingling at the base. All stockpiles (including
..........
I lowever, a RAS source may submit a written request to the Department for approval to
blend mechanically a specified ratio of Type 1 RAS with Type 2 RAS. The source VAH
not be permitted to change the ratio of the blend without the Department, pwior written
approval. The Engineer's written approval vAll be required, to mechanically blend RAS
wift-i any fine aggregate produced under the AGCS, up to an equal weight of RAS, to
improve workability, The fine aggregate shall be "B Quality" or better from an approved
Aggregate Gradation Controi System source. The fine aggregate shall be one that is
approved for use in the HMA mixture and accounted for in the mix design and during
HMA prnduction,
Mecords identifying the shingle processing facility supplying the RAS, RAS type, and lot
number shall be maintained by project c4ntract number and kept for a minimum of
three years.
1031.03 Testing., FRAP and RAS testing shall be according to the following.
(a) FRAP Testing, When used in HMA, the FRAIP shall be sampled and tested either during
processing or after stockpiling, It shall also be sarnpled during HMA production.
(1) During Stockpiling, For testing during stockpiling, washed extraction samples shall
be run at the minimum frequency of one sample per 500 tons (450 metric tons) for
the first 2000 tons (1800 metric tons) and one sample per 2000 tons
(1800 metric tons) thereafter. A minimum of five tests shall be required for stockpiles
less than 4000 tons (3600 metric tons),
(2) Incoming MatefiaL For testing as incoming material, washed extraction samples shall
be rUn at a minimum frequency of one sample per 2000 tons (1 800 metric tons) or
once per week, whichever, comes first.
(3) After Stockpiling, 1::::or testing after stockpilit ig, the Contractor shall submit, a plan for
approval to the District proposing a satisfactory method of sampling arid testing the
RAP/ FRAP pile either in-situ or by rest piling. The sampling plan shall meet the
minimum frequency required above and detail the procedure used to obtain
representative samples throughout the pile for testing.
Before extraction, each field sample of FRAIP,11 shall be split to obtain two samples of test
sample size. One of the two test samples from the final split shall be label ed and stored
for Department use, The Contractor shall extract the other test sample according to
Department procedure, 1 he Engineer reserves the Vit to test any sample (split or
Department -taken) to verify Contractor test results,
(b) RAS Testing, RAS shall be sampled and tested during stockpiling according to Bureau
of Materials and Physical Research Policy Memorandum, "Reclaimed Asphalt Shingle
(RAS) Sources". The Contractor shall also sample as incolming material at the HMA
plant.
. . . ....... ...............
nwContractor shall obtain and make available all test results from start of the initial
stockpile sampled and tested at the shim gle processing facillity in accordance with the
facilily's QC Plan.
Before extraction, each field sample shall be spfit to obtain two samples of test sample
size. One of Die two test samples from the final split shall be labeled and stored for
Department use, "rbe Contractor shall extract the other test sample according to
Department procedures. The Engineer reserves the right to test any sample (split or
Department -taken) to verify Contractor test results.
(a) Evaluation of FRAP Test Results. All test results shall be compiled to include asphalt
binder content, gradation and, when applicable (for slag), Gl,,,,. A five test average of
results from the original pile will be used in the mix designs Individual extraction test
results run thereafter, shall be compared to the average used for the mix deisign, and will
be accepted ff within the tolerances listed below.
Parameter
FRAP
No, 4 (4.75 mm)
i� 6 %
R�7 8 (2-36 mm)
5 %
No, 30 600 m
5 %
o.2 (75 gm)
2.0 %
Asphalt Binder
03 %
11' For stockpile with slag or steel slag present as determined in the current
Manual of Test Procedures Appendix B 21, "Determination of Reclaimed
Asphait Pavement Aggregate Bulk Specific Gravity*,
The Contractor shall maintain a representative moving average of five tests to The used
fori-jor-rMix Asphalt production.
With the approval of the Engineer, the ignition oven may be substituted for extractions
according to the ITP, "Calibration of the Ignition Oven for the Purpose of Characterizing
Reclaimed Asphail't Pavement (RAP)' or Illinois Modified AASHTO T-164-11. Test
Method A.
(b) Evaluation of RAS T(.,%st Results, All of the test results, with the exception of percent
unacceptable materials, shall be corripfled and averaged for asphaft binder content and
gradation, A five test average of rc-rsults from the original pile vAll be used in the mix
designs. Individual test results run thereafter, when compared to the average used for
the mix design, vAll be accepted if vAthin the t6erances listed below.
lf any individual sveve and/or asphalt binder content tests are out of the above tolerances
when compared to the average used forthe rnix design, the RAS shall not be used in
Hot -Mix Asphalt unless the RAS representing those tests is removed from the stockpile.
All test, data and acceptance ranges shall be sent to the District for evaluation.
(c) Quality Assurance by the Engineer, The Engineer may witriess the sampling and
splitting conduct, assurance tests on split samples taken by the Contractor for qualfty
control testing a minimuni of once a month.
The overall testing frequency will The performed over the entire range of Contractor
samples for asphalt binder content and gradabon. The Engineer may select any or all
split, samples for assurance testing. The test results VWII be made available to the
Clontractor as soon as they become available.
The Engineer MH notify the Contractor of observed deficiencies
considered acceptable if within the following limits.
Test Parameter
Acceptable Limits of Precision
-T7 . . ....
ssin.
FRAP
RAS
112
0%
. ........
,l ug. ._........_...r....__.
... .... .... . . ...
&0%
leu .8
3 ... . . 0%
--1....---.- 4. . 0 . %
2
140-- "2" 0-0 . ... . .......... ......... . .........
phalt Binder Content
0.3%
1.0%
. ....... ..
wl
.
....... . .........
1/ Based on washed extraction.
In the event comparisons are outside the above acceptable limits of precision, the
Engineer mfill immediately investigate.
(d) Acceptance by the Engineer. Acceptable of the material will be based on the validaition
of the Contractor's qualfty control by the assurance process.
(a) R -AP, The aggregate quality of the RAP 'for homogeneous, conglomerate, and
conglomerate, "D' quality stockpiles shall be set by the lowest quialit�y of coarsz,,
aggregate in the RAP stockpde and are designated as folio".
(1) RAP from Class 1, Superpave/HMA (HiW-w ESA,L), or (Low ESAL) IL -9.5L surface
mixtures are designated as oontaining Class B quality coarse aggregate.
(2) RAP frorn Superrmve/HMA (i ow ESAL) IL-19.OL binder mixture is designated as
Class D quality coarse aggregate,
(3) RAP from Class 1, Superpave/HMA, (High ESAL) binder mixtures, bituminous base
course mixtures, and bituminous base course YAdening mixtures are designated as
containing Class C quality coarse aggregate,
(4,) RAP from bituminous stabff�zed subbase and
"ii
(d
shoulders are designated as
containing Class D quality coarse aggregate,
(b) FRAR If the Engineer has documentation of the quality, of the FRAP aggregate, the
Contractor shall use the assigned quality provided by the Engineer.
for MicroDeval T'esting, according to P? 327 A rnaximurn loss of 15.0 perce will be
aipplied for all HMA applications, T'he fine aggregate portion of the fractionated RAP shall
riot be used in any HMA miAures that reqwrr. a m I i I nimurn of "B" quality aggregate or
better', until the coarse aggregate fraction has been determined to be acceptable thru a
MicroDeval Testing,
1031.06 Use of FRAP and/or RAS in HIVIA. "rhe use of FRAP and/or RAS shall be the
Contractor's option when constructing HIVIA in all contracts,
(a) F"RAP. The use of FRAP in 111VIA shall be as follow.%,
(1) Coarse Aggregate Si7e (after extraction) The coarse aggregate in all FRAP shall be
equal to or less than the nominal maximum size requirement for the HIVIA mixture to
be produm-1,
(2) Steel Slag Stockpiles. l::::RAP stockpiles containing steel slag or other expansive
material, as determined by the Departinent, shall be homoglieream s and will be
approved for use in FI MA (Fligh ESAL and Low ESAL) mixtures regardless of fft or
rani x type,
(3) Use in HMA Surface Mixtures (1--figh avid Law ESAL),, FRAP stockpiles for use in
l IUrface mixtures (High and Low EISAQ shall have coarse aggregate that is
Class B quality or better, F shall be considered equivalent to limestone for
tri c.tional considerations unless produced/screened to min us,3/8 inch.
(4) Use in HI VIA Binder Mixtures (I figh and I ow ESAL), HMA Base Course, and HMA
Base Course Widening FRAP: stockpites for use in H- bind binder mixtures (High and
Low ESAL), HMA base course, and HMA base course widening shall be F in
which the coarse aggregate is Class ('. quality or better,
(5) Use in Shoulders and Subbase, FFZAP stockpiles for use in HIVIA shoulders and
stabilized subbase, (HMA) shall be FRAP, Restricted FRAP, conglomerate, or
conglomerate DQ.
(b) RAS. RAS meeting "Type I or "Type 2 requirernents will be permitted in all HMA
applications as specified herein.
/ . . . ....... . �//
(c) FRAP and/or RAS Usage Limits. Type. 1 or Type 2 RAS may be used alone or in
conjunction with FRAP in HMA mixtures up to a maximum of 5.0 percent by weight, of
tIe total mix.
When FRAP is used alone or FRAP is used in conjunction with RAS, the percent of
virgin asphalt binder replacement (ABR) shall not exceed the amounts indicated in the
table below for a given N Design.
Max Asphalt Binder Replacement for FRAP with RAS Combination
Maximum % ABR
esign
r
Modified 31
I/ For Lcm ESAL HMA shoulder and
stabilized subbase, the percent
asphalt Under replacement shall not
exceed 50 % of the total asphalt.
binder in the mixture.
3/ When the ABR for SMA or IL -4.75 is 15 % or less, the required virgin
asphalt binder shall be SBS /n the elastic recovery shall
be a minimum of 80. When the ABR for SMA or IL -4.75 exceeds
15%, the virgin asphalt binder grade shall be SBS PG70-28 and the
elastic recovery shall be a minimurn of 80.
V When FRAJ-:1 or RAS is used alone, the maximum percent asphalt
binder replacement designated on the table shall be reduced by 10 %.
(a) F and/or RAS. FRAP and /or RAS mix designs shall be submitted for verification. If
additional FRAP or RAS stockpiles are tested and found to be within tolerance, as
defined under "Evaluation of Tests" herein, and meet all requirements herein, the
additional FRAP or RAS stockpiles may be used in the original design at the percent
previously verified.
GERIMMM=11
I o remove or reduce agglomerated material, a scalping screen, gator, crushing unit, or
comparable sizing device approved by the Engineer shall be used in the RAS and F feed
systern to remove or reduce oversized material, If material passing the sizing device adversely
affects the mix production or quality of the rani , the sizing device shall be set at a size specified
by the Engineer.
If during mix production, corer :ince actions fail to nvaintain FRAP, RAS or QC/QA test results
within control tolerances or the requirements listed herein the Contractor shall cease production
of the mixture containing F or RAS and conduct an investigation that may require a new
mix design,
(a) S. RAS shall be incorporated into the HMA mixture either by a separate weight
depletion system or by using the RAP weigh belt. Either feed system shall be
interlocked wift'i the aggregate feed or weigh systern to maintain correct proportions for
all rates of production and batch sizes. The portion of RAS shall be controlled
accurate4y to vAthird ± 0.5 percent oft amount of RAS utilized. When using the weight
depletion system, flaw indicators or sensing devices shall be provided and interlocked
with the plant controls such that the mixture pf'oduction is halted when RAS flow is
interrupted,
M I WA Plant Requirements. HMA plants utilizing IFRAP and/or RAS shall be capable of
automatically recording and printing the following information.
(1) Dry,er Drum Plants.
a, Date, month, year, and time to the nearest, rNnute for each print.
b. HMA mix number, assigned by the Department,
c. Accumulated weight of dry aggregate (cornbined or individual) in tons
(metric tons) to the nearest OA ton (0. 1 metric ton)..
d, Accumulated dry weight of RAS and FRAP in tons (metric tons) to the nearest
0.f ton (0.t metric ton),
e. Accumuiated mineral filler in revolutions, tons (nnetric tons), etc. to the nearest
0.1 unit
..............
f. Accumulated asphalt binder in gallons (liters), tons (metric tons), etc. to the
nearest 0.1 unit.
g. Residual asphalt binder in the RAS and FRAP material as a percent of the total
mix to the nearest 0.1 percent.
h. Aggregate RAS and FRAP moisture compensators in percent as set on the
control panel. (Required when accumulated or individual aggregate and RAS
and FRAP are printed in wet condition.)
1. When producing mixtures with FRAP and/or RAS, a posRive. dust control ystern
shall be utilized.
Accumulated mixture tonnage.
lc. Dust Removed (accumulated to the nearest 0.1 ton (0.1 metric ton))
(2) Batch Plants.
a. Date, nionth, year, and time to the nearest minute for each print.
b. HMA mix number assigned by the Department.
a. Individual virgin aggregate hot Un batch wleights to the nearest pound (kilogram).
d. Mineral filler weight to the nearest pound (kflcxjram),
f RAS and FRAP weight to the nearest pound (kilograrn),
g, Virgin asphalt binder weight to the nearest pound (kilogram),
1-i. Residual asphalt binder in the RAS and FRAP material as a percent of the total
mix to the nearest 0.1 percent,
The printouts shall be maintained in a file at the plant for a rninimurn of one year or as
directed by the Engineer and shall be made available upon request., The printing system
vvill be inspected by the Engineer prior to production and verified at the beginning of
each construction season thereafter.
1031.09 RAP in Aggregate Surface Course and Aggregate Wedge Shoulders, Type B.
T he use of RAP or FRAP in aggregate, surfac'e course and aggregate shoulders shall be as
follow&
(a) Stockpiles and Testing. RAP stockpiles may be any of those listed in Article 1031,02,
except, ONon-Cluality" and 'FRAP", The testing requirements of Article 1031.03 shall not
apply. RAP used shall be according to the current: Bureau of Materials and Physical
Research Policy MemorandUrn, "Reclaimed Asphalt Pavement (RAP) tor Aggregate
Applications",
(b) Gradation. The RAP material shall meet the gradation requirements for CA 6 according
to Article 1004.01(c), except the requirements for the rninus No. 200 (75 pin) sieve shall
not apply. The sample for the RAP material shall be air dried to constant weight prior to
being tested for, gradation."
HMA MIXTURE DESIGN REQUIREMENTS (D-1)
Effective: January 1, 2013
Revised: April 1, 2016
1) Design Composition and Volumetric Requirements
Revise the table inArtid, e 4,06.06(d) of the Standard Specifications to read -
Revise the table in Articke 10014.03(c) of the Standard Specifications to read:
. . . ............... . . . ...".—
,Ufw,
Mixture Composition
. . . ............. . —
Gradation No.
....... ...
IL -4.75
.........
SMA -9.5, IL -9.5, IL -9.5L
. . ............. 1112
1) qal
Q
CA 15
. . . .......... 01
Cover
Revise the table in Articke 10014.03(c) of the Standard Specifications to read:
. . . ............... . . . ...".—
,Ufw,
w_.................. .......... .. . . . ..............
SizelApplication
. . . ............. . —
Gradation No.
.
.........
. ...........
CA 16
1) qal
Q
CA 15
Cover
. .... .....
.
CA 14
h ESAL
IL,_11 9.0
CA 11
IL 9.5
CA 16, CA 13 W
HMA Low SAI—
. .............................M.........._...
....... . . . -71L- 1 91'OL'
. . . . .......... __C A
IL -9.51-
CA 16
Stabilized Subbase
or Shoulders
in. (12.5mm)
W33'11, CA14 or C 1
Binder & Surface
IL 9.5
CA16, CA 13'v
Surface
"(e) Absorption. F or SMA the coarse aggregate shall Wso have water absorption
e
. 2.0 percent."
Revise the last paragraph of Article 1102,,01 (a) (5) of the Standard Specifications to read:
"IL. -4.75 and Stone Matrix Asphalt (SMA) mixtures which contain aggregate having
absorptions greater than or equal to 2.0 percent, or which contain steal slag sand,
shall have minimurn surge bin storage plus haul time of 1.5 hours."
Revise the nomenclature table in Article 1030.01 of the Standard Specificatioris to read-
. .......... ... . . . . . . ...... ......... . . . . ....... . ...... . ..
"High ESAL lL-19.0 binder, -
IL 9.5 s,urface IL -4,750 SMA -12.5,
SMA -9.5
. ........... ...... . . . . . ........ . ..... . .........
. . . ...... . .. ..
Low ESAL IL -19.01L binder, IL -9.5L surface-,
Stabilized Subbase (HMA)";
HMA Shoulder,s2'
. . ......... — . . . . . . .... . ............. . . ... ..........
I/ Uses 19.OL binder mix.
21 Uses 19.OL for lowers,.lifts and 9.51 for, sufface lift."
Revise Article 1030,012 of the Standard Specifications and Supplemental Specifications to read:
Itern--,---- .................
(a) Coarse Aggregate - ........ ..........
(b) Pirie Aggregate ....... . .. " " - , ". " " " ,
(c) RAP Material .......... .........
(d) Mineral Filler ......
(e) Hydrated Lirne
(t) Slaked Quicklime (Note 1)
(g) Performance Graded Asphailt Binder (Note 2)
(h) Fibers (Note 3)
(i) Warm Mix Asphaft (WMA)Technologies (Note 4)
Article/Section
................. ................,-10 1
....... -- 1011
....... ........... -- 1012.01
........... „r. -....„w , .. 1032
Note 1, Slaked quicklime shall be according to ASTM C 5.
produces either Type I or Type 2. Material shall meet requir,ements noted herein and t
actual dosage rate will be determined by the Engineer, I
Note 4. Warm mix additives or foarning processes shall be selected from the currej
Bureau of Materials and Physical Research Approved List, "Warm Mix Asph
Technologies".'
'(1) High E Mixtures., The Job Mix Formula (JMF) shall fall within the frollowing limits.
High ESAI, NXTURE COMPOSfTION (% PASSM
Seve
IL -19 0 mm
SWI
sw."
KA 5 rnirn
IL -4.25
mrn
See
I2-12
5 rnm
U."9,5
mm
r"m
max
'-�W
FW
W
In
-W7
7�7
max
-'Mn
max -
. ........ i 112 —m
—
I in
1,14 m,
90
100
IW
(I q MM)
112 m
75
�75
89
80
100
100
IW
100
2
22
—i_Mr1 . ....
j M2
. . .....
318 W
65
9)
ICO
90
100
1100
9 9 SMM
5 "1"1
40
so
20
30
W1,
34
69
9n
_t_L4
#8
20
42
16
24'
16
34-'
52-'
70
90
(2.36 mrrv)
15
30
�321
10
FA
65
d'V '99MTL.
—
#30
12
16
12
is
--.±D—O L -n--
—
—
--1�1
—
—
---
a
Is
4
15
15
N)
#100
4
9
3
10
10
18
42.00
3
6
9`99
9 O'w
7 5
9-5,w
4
6
1
93,
—
--
—
Rabo
tir t
t
Dus Vaff
ftph
10
15
1 o
10
I/ Based on percent of total aggregate weight,
3/ Additional minus No. 200 (0.075 mai) material required by the mix
design shall be mineral UO ma unless otherwise approved by the
Engineer.
4/ The maximum percenit passing the #635 (20 lim) sieve shall be 5 3
percent,
- - - - - ---------------------
......................... ..........
51 When establishing the Adjusted Job Mix Formula (AJMF) the percent
passing the #8 (236 mrin) sieve shall not be adjusted above the
percentage stated on the table.
61 When establishing the Adjusted Job Mix Formula (A,JMF) the percent
passing the #8 (236 rnrn) sieve shall not be adjusted 1:*�ow 34
percent.
VOLUMETRIC REQUIREMENTS
21VF r),,k for IL -4.75 shall be 72-85 percRnt"
Replace ArficJe'1030.04(b)(3) of the Standard Specifications vvith the following,-,
'(3) SMA Mixtures,
Volumetric Re
SMA
.quirement,
iQ. e st g n D esign A ir Voids Voids i in V o id Fill e d
Target % Mineral Aggregate with Asphaft
rnin,
. . ... ...... - ----- . ......
17.0
80 4" 15 16-.-0' 75-83
. . . ........... ............
I/ Maximum draindown shall be 0.3 percent. The draindown shall be
determined at the J asphalt binder content at the mixing temperature,
plus 30 Of:
2/ Applies when specific gravity of coarse aggregate is a 2.760.
In ES,�l�
Voids in the Mineral Aggregate
Voids Filled
(VINIA),
with Asphalt
% rininimurn
Binder
IL,19�0 IL -9.5
qY'
50
. .. . ..........
1 &5
65 — 78 2J
. . ..... .
70
..... ..........
13.5 15.0
65 75
0
. . ........... . . ....
It Maximum Draindown for, IL. -4.75 shall be 0.3 peroent
Replace ArficJe'1030.04(b)(3) of the Standard Specifications vvith the following,-,
'(3) SMA Mixtures,
Volumetric Re
SMA
.quirement,
iQ. e st g n D esign A ir Voids Voids i in V o id Fill e d
Target % Mineral Aggregate with Asphaft
rnin,
. . ... ...... - ----- . ......
17.0
80 4" 15 16-.-0' 75-83
. . . ........... ............
I/ Maximum draindown shall be 0.3 percent. The draindown shall be
determined at the J asphalt binder content at the mixing temperature,
plus 30 Of:
2/ Applies when specific gravity of coarse aggregate is a 2.760.
............... . ......... . ...
KWAVA M
Q Blending of different types of aggregate will not be permitted,
For surface course, the coarse aggregate can be crushed steel slag,
crystalfinie crushed stone or crushed sandstone. For binder course, coarse
aggregate, shall be crushed stone (dolomite), crushed gravel, crystalline
crushed stone, or cr,ushed sandstone,
Add to the end of Article 1030.05 (d) (2) a. of the Standard Specthe ations.d
'During twoduction, the ntractor shall test SMA mixtures for diraIndo wn according to
AASHTOT305 at a Nquiency of I per day of production."
Add to the end of Article 1102.01 (a) (4) b. 2.:
'As an option, collected dust (baghouse) may be used in lieu of manufactured mineral
filler accor'ding to the follovAng:
1111 111111111 1 11 "1
(b.) A mix design was prepared based on collected dust (baghouse),
Revise Article 1030.04 (d) of the Standard Specifications to read'.
'(d) Verification Testinq. High ESAL, U-4.75, and SMA mix designs submitted for
verification Ml be tested to ensure that the resulting mix designs will pass the
required criteria for the Hamburg Wheel Test (IL mod AASHTO T-324) and the
"rensile Strength Test (IL. mod AASHTO T-283). The Department will perform a
verification test on gyratory speciniens compacted by the Contractor. If the mix fails
the Departments verification test, the Contractor, shall make the necessary chang ess
to the mix and resubmit compacted specimens to the Department for verification. If
the mix fails again, the mix design Ml be rejected,
Ail new and renewal mix designs Ml be required to be tested', prior to submittal for
Department verification and shall meet the following requirements*
(I)Hamburg Wheel Test criteria "I"he maximum allowable rut depth shall be 0.5 in.
(12,,5 rnwn). The minimum number of wheel passes at the 0.5 in. (12.5 mm) rut
depth criteria shall be based on the high temperature binder grade of the mix as
specified in the mix requirements table of the plans.
Illinois Modified A,ASH�TO T 324 Requirernents 11
. . . . . . . ..................... _ � . . ........ . .. .. . .. ... ....... ................
Asphalt Binder Grade # Repetitions Max Rut Depth (ffifn)
(o""r high er 20,00 0 12.5
6
4W�6r -Io. -w--e-- -r-) ......... .. . - 2 5---..-----,...
. . . . ............... - _.___. . . . . . . .. .................... .. . . . . . . .. ....... ...........
1f hen produced at temperatures of 275 ± 5 "F (135 ± 3 *C) or less, loose
Warm Mix Asphalt shall be oven aged at 270 ± 5 'IF (132 ± 3 *C) for two
hours prior to gyratory compaction of Harriburg Wheel specimens,
Notw For SMA Designs (N-80) the maximurn rut depth is 6.0 mm at 20,000
repetitions,
For ll... 4.75mm Designs (N-50) the rnaximum rut depth is 9.0mm at 15,000
repetitions.
(2) Tensile Strength Criteria. The rninimum allowable conditioned tensile strength
shall be 60 psi (415 kPa) for non -polymer modified!, performance graded (PG)
asphalt binder and 80 psi (550 kPa) for polymer modified PC.,,' asphalt binder, The
maximum allowable uncoriddioned tensile strength shall be 200 psi (1380 ItPa).111'
Production T.e orst paragraph of Article 1030,06(a) of the Standard Speaications
Rj7 . ........ §tffl, Revise f
wead.
"(a) I ligh ESAL, IL -4,75, WMA, and SMA Mixtures. For each contract, a 300 ton (275 metric
tons) test strip, except for SMA mixtures it vvifl be 400 ton (363 metric ton), will be
required at the beginning of HMA production for each rnixture with a quantity of 3000
tons (2750 metric tons) or more according to the Manual of Test Procedures for
Materials 11ot Mix Asphalt Test Strip Procedures".
Add the following after the sixth paragraph in Article 1030,06 (a) of the Standard Specifications,
'1 tie Harriburg Wheel test. shall also be conducled on all HMA mixtures, from a sample taken
vAthin the first 500 tons (450 metric tons) on the first day of production or during start up with
a split reserved for the Department. The mix sample shall be tested according to the Illinois
Modified AASFITO T'324 and shall meet the requirements specified herein, Mix production
shall not exceed 1500 tons 0350 rnetric tons) or one day"s production, whichever comes
first, until the testing Is completed and the mixture is found to be in conformance. The
requirernerit to cease mix production may be waived of the plant produced mixture
dernonstrates conformance prior to start of mix production for a contract,
If the mixture falls to meet the Hamburg Wheel Oteria, no further mixture will be accepted
until the Contractor takes such action as is necessary to furnish a mixture meeting the
criteria"'
Method of Measurement -
Add the following after the fourth paragraph of Article 406. 13 (b):
"The plan qUantities of SMA mixtures shall be adjusted using the actual approved binder and
surface Mix Design's Grylb."
"Stone matrix asphalt will be paid for at the contract unit price per ton (metric ton) for
POLYMERIZED HOT -MIX ASPHALT SURFACE COURSE, STONE MATRIX ASPHALT, of
the mixture composition and Ndesign specifie& and POLYMERIZED HOT -MIX ASPHALT
BINDER COURSE, STONE MATRIX ASPHALT, of the mixture composition and Ndesign
specified."'
......... . ....... .......... ..........
- - -------------------------------------- - - - -
FRICTION AGGREGATE (D-1)
Effective, January 1, 2011
Revjsed: Aprfl 2g„ 2016
Revise Article 1004.03(a) of the Standard Specifications to read-,
1004.03 Coarse Aggregate for Hot -Mix Asphalt (HMA). The aggregate shall be
according to Article 1004.01 and the frill "ung.
(a) Description. The coarse aggregate for, HIM shall be according to the following table.
Use
... . .
. .........
Mixture
..... . .. __. . .....
... . . ............ - -------
Aggregates Allowed . . . ............ ____ ...... ....
Class A
Seal or Cover
Allowed Alone.. or in Combination
Gravel
Crushed Gravel
Carbonate Crushed Stone,
Crystalline Crushed Stone
Crushed Sandstone
Crushed Slag (ACBE")
Cr,uhed Steel Slag
Crushed Concrete -- - ------- - _`_"_" . .... .. . ..... ..............
HMA
Stabilized
Allowed Alone or in Combination
Lcyw ESAI
Subbase or
Gravel
Shoulders
Crushed Gravel
Carbonate Crushed, Stone
Crystalline Crushed Stone
Crushed Sandstone
Crushed Slag (ACBE)
Crushed Steel Slag"
Crushed Concrete . .. . ............. . . .... . ....... ... . ...........
HMA
Binder
Allowed Alone or in Combination
I figh ESAL
IL -19.0
Crushed Gravel
Low ESAL
or 11 -1 9.OL
Carbonate Crushed Slone7j
SMA Drider
Crystaffine Crushed Stone
Crushed Sandstone
Crushed Slag (ACBF),
LCrushed Con rete
Use
Mixture.
AggregatesAllowed
HIVIA
C Surfaceand
Allowed Alone or In Combination e
High ESAL
Leveling Binder
Crushed Gravel
Low ESAL
ll,,,: •9.5 or IL-9.5L
Carbonate Crushed Stone2l
A
Crystalline Crushed Stoma
Ndes,igni 50
Crushed Sandstone
Surfaoe
Crushed Slag (ACBE)
Crushed Steel Sla f
Crushed on r t
HMA A
D Surface and
Allowedons r In Combination gra
High SSL
L ehing Binder
Crushed Gravel
Carbonate Crushed Stone (other than
t,.irn toned
SMA
Ndo lgn 50
Crystalline Crushed Stone
Surface
Crushed Sandstone
Crushed Slag (ACBE)
Crushed Steel Slyf
Crushed Concrete
r Combinations Allowed:
t,�.. w:.. -..,._......._........_..........._._._._.h.::..:_......._.............................._., ._
5% Limestone Dolomite
50% Limestone tr'one Any Wxture
eggr „ ate other
then Dolomite
75% Limestone Crushed Slag
(ACB or Crushed
Sandstone
HMA
urf
Allowed Alone or In aambin tion
High ESAL
Ig .,.9.5
SMA
Crystalline Crushed Stone
Ndesign 80
rushed Sandstone
Surface
Crushed Slag ('�)
Crushed Steel Slag
No Limestone,
fueru mtinetwn Allowed:
Wfth...
................. .. ........
Use Mixture
. . . ............ . . . . ............
Aggregates AHowed
. ..... ...... 1---.1 . . ........... . ...... ...... -1-..... . ... . .. . .. . ..............
. ... ....
50% Dolornite2'
Any Mixture E
.......... ... . . ................
75% Dollornite?'
Crushed Sandstone,
Crushed Slag
(A,CBF), Crushed
Steel Slag, or
Crystalline Crushed
. . . . ......... . ... ... .... . .... . .....
-Stone
. . .. ..............
75% Crushed
Crushed Sandstone,
Gra 121 or Crushed
Crystaffine Crushed
Concrete,"
Stone, Crushed Slag
(ACBF), or Crushed
. .........
. . . . ..... . ....
..........
HMA Furface
Allyn vwed Alone or in Combination
High ESAt IL. -g.5
Crystalline Crushed Stone
SMA
Crushed Sandstone,
Ndesign 80
Crushed Slag (ACBF)
Surface
Crushed Steel Slag
No Limestone .
-.- . . . ....... .
Other CombinationsAllowed-
-
to.. . ............... 7-
.,......_w._._..................._........
50% Crushed
Crushed Sandstone,
Gravel?', Crushed
Crushed Slag
Concretri 'w, or
I (ACBF), Crushed
Dolornfte2'
Steel Slag, or
Crystalline Crushed
. . ..............
. ........ .................. . ... . . ... .....
L§!2nt. - J
I/ Crushed steel slag allowed in shoulder surface only,
21 Carbonate crushed stone (limestone) aind/or crushed grave!l shall not be used in SMA
design 80. In SMA Ndesign 50, carbonate crushed stone shall not be blended Wth any
of the other aggregates allowed alone in Ndesign 50 SMA binder or Ndesign 50 SMA
surface,
3/ Crushed concrete will not be permitted in SMA mixes.
4/ Crushed steel slag shall not be used as leveling binder,
5/ When combinations of aggregates are used, the blend percent measurements shall be
by volume,"
51 Combining different types of aggregate YOU not be permitted in SMA Ndesign 80.'
Cook Couuuty Prevaifing,"image f6r July 2015 Page I of
Cook County Prevailing Wage for July 2015
Ti!ade Name
ll'R1 113
4;. Base
FR14 14 1T 1.,4
a033
1.0SH 141148
0"r4ns n
11113c
T'aI844
RR,31130u.3TOS AST -GEN
4,3,,3
300. 411)
"134 4301
1 .3
1. 3
2. 1,0
1.,1.401
W,72
11.00014
0.1.31111
ASBESTOS ABT -MEC
1:11IM
31..'8.:340.0
31113400
3.3
1...3
2,0.0
.N.1.,47
1.1.1.113
01,3001
0„3,300
Bor I1..EIR1434KE R
BLD
47 0070:0
51. 300
4.0,1
2 O1
2 0
3.970
IS .� 3
0, 000
0. 400
108131!0 MASON
RLD
43,780
114 . 1.1'100
1.5
1., 11!11
2.3
1,10 ,, 0'03
14,43
3 N00001
1.01300
CA R4"314"°IT R
141.x.,
44.350
46.350
1 , "'
1.5
2 .00
1.31..79
13 :39
0, 000
0.630
3 140"4 MASON
ALL
43,"13n0'1
43.3301
3.3
1,5
2 01
13,,05
1.4 43
0.0010
0 ,4413
cERAmIc 11`$T.3 341383 TR
4133
36.810
00,0.80101
1,5
L5
2,10
300 33
9,2 3()
4.011101
0 .1"13
COM. IT;LECT.
RLD
43. 03d:
111",........... .. .. ........ . . .......... .
/////-„,,-/.------------------5-
..............
( I
,.00k County Prevailing Wage for July 2015
'11"1RU0:K DR I %yrR
E
ALL 2
34 10 0, 34, 13,00 0,..S
J, , 5 2,0 8, 15 () 8, 11:1 0 0 0.000 (), 1 15 Q
TRU(% DRIVER
E
ALL 3
34 300 34.1500 1 . b
1.5 2.0 8.1.8s0 8.500 0 . 0 0 (11 01 150
rRUCT DRIVER
E
ALI, 11
34 ,500 34. 500 1.5
1, 5 2.0 8 15() S. S(M) D. (= 11) '150,
,much Dp T
W
A,1,1, 1
35,, 1:500 35. H() 1 5
1 , 5 1 .5 8,, f250 9.140 0, 000 00,1508
TRUCK OR I VER
W
MA, 2
32.700 33. 10 O1.5
1 ,5 2. 0 6. 5 Cl () 11 ,,350 0 000 0 0 ()
TRUCK OR E VER
W
ALL 3
3 2 5110.00 3 1.1060:p 115
1.5 2.0 6 500 4.:31500 () , 0 IN) n D 0C)
TRUCX DRIVEF
ALL 4
33. 100 3 3 1 D () 1.5
1 , '::w 2.0 6.500 4. 350 0, 000 O.000
r, .t c Fl1+1;0'100 rER
T,, l,. I,, 'r m,,, , ,
R1L11)
43 800 411 000 1 w 5
1 , 5 2.00 8 280 13.49 11),, 000 0, 670
Legend:
f, "II III drwM V ',,'I - P41 lUi k ad"”" ,, , impr q, , I,',-1 -i , , as J " cv,14, ,
I!',,, .111 9Amdom 16. q.
Z011, I,
1MSN 11"T 'p, d i, y f-,1 0 u—, 111 1. im"d — P, d. f, 41", 11 1 hl, 11'
�X�,A — IT . , ..... rn'), "w f., y W, i, " , - a, 11.012. V. ", I 11. Y/ I
v -,ql ➢,d, 9, f" PU �-h I ja 1 Nd 1,41 Su""81,11,$1 &I"'d I( .. Ili
I1 Alt IN 1, 1111 x q,
V111, I'll
J"ro
UPIN11211085
0"N"'W" ccP,,iJf1V'(,Y
71 ,,, , ""', W), ,, , I I'ry I a e f""In ?, � ela" T, ald as r: bI/, I -m A alrs 1.'wv w b i, (� ', Jri ,h3,,,I, ),,v, a
as vfae 5 Y, , (") I, 1,.. I] ,,,e Y", V Y, I a, 0,"Tp', , lair v) V, e,,�a l,'Iay y , r t a,
i� s, rr „la r, r YudV. A a, In"c', ',,( , 'T I a i,, k a j, to l,,rt3. It 5 J,"o 0 R, ,'I Cl',
1/
c aa I raocn,,,J, ari �bn, i fa 'An � I I
Mki no', ay , h,,, mw N ru.,g m iI pe ar,im t iico'n o af G5la ,U l I", s t
('/,jppz cql' r r< ("/," 0V Yr,tr,r, fZ O'c' e Aliaip trroy, roreuc.,in, prav,,, ,rin q,°.
�!lw, w;, I
�, PLANAT � IN
iv,, rq.,�,VaUon, 1nsq�,c�'Aom, and S61,4' V l ; 11,
ht4)s:1(%1ww illillois,,gov/idol/iaws-ItulesIC( NMI!'"1.)I/rites/`2015/luny`/('00,K9999l.tp,tiTI 11/21/2016
es t r a, If, 'r r7 L a
e v 181, 0 '10
Wring
WON* M1113, f, ra
a V
Wd" a a
,
I
L
a S kx�,4
a t S Late Y" Li.
t)' v
d
1a lair„, bI,,� -
a Y,, a
T,, l,. I,, 'r m,,, , ,
if
"),)tev ""r 0 Y" a,)"" ea p
e ,I,
111 Wo q z ,
c
p v In"G"a a",/, �, � Y, � 11 'f,. ,
,n I,,
4, "1 ry
,a:, !. d"', v c al)",
3 C"'A rat Je3, ejyl lK,0
1 7, rwR,lo w ae
rap a o
&I, a S 9 Wl2 ac a
fp' t a g, s, I S,
r z ruo" Q,e
1e- a,"Yol, 1 x t
r m
ff, e T ;P, 1 9
J", xft "", , , ,, /, , a Y"
1"
Bbl J!, a_.. of I r e a bS, "'Y"
a s a
%
a
a
� Ph t h I as t r
a V a
il,
61 I'M,
d arvl In e
ea.
/,141:
a n "I J, a n d,. na,1,, q,
l a
l� pe fr, a r a o f",
r
� 0, 'o, �1
L 6, X I" Ullfi� , d( d.0 ex oymu
4 n o
f J's v e,, a, 'r d In " I
Al.o
v a pffj v v.
v2"P r� 6"
0 e 41 6, l: 5 1, a
d,
j,",
V6�,
"I cy, , I
I
I III 1"f
Y
axfxl', ary ruy' 1, .',Y
8 V
rf,
n
!r,3,
iv,, rq.,�,VaUon, 1nsq�,c�'Aom, and S61,4' V l ; 11,
ht4)s:1(%1ww illillois,,gov/idol/iaws-ItulesIC( NMI!'"1.)I/rites/`2015/luny`/('00,K9999l.tp,tiTI 11/21/2016
(.'ook County Prevailing Wage for July 2015
of", rac'U"'d, volcx-, scmm4.� and
mid ciara
?,nmx,T,1, Enk,oze Opf"'t"', anci ""Irele'us equIpment, anci
systems rased for the tzan,,,fv,,dSSrOn arul +at' xtqifjail,:v of arvy,
nXituge, 1",I Um'"PS91" (JORME'Stic, er,:NcarEon, ar, t 0" I! t,",Y 1 Yfla"ent a and
F,,f,,,,sa,qta,)t,r,i,,�ti,l. palmr,preaasm.ea I,f(PCI,,,r,,I,r(""n,,,, but not Iirdtecl cct, anci
tmlvphorke, eLactrorftc and. 3oun,,n aguzy,,,iment" ?T.kr@� . . .. . mtllc arld Iata
Systems, and the mrr�.A, attraaasaaa ,jg anji, rask dkrec�;It,
re1w,,,,d to such se,/vi,�e �jame%'her at new Of mal tut(,;
tarttes, Stich tashe to inciude'Jie� faro. r,lrm of v,Oe ancj! c"ah"Ate afr"'J,
618.:trj,cml J!""C'bWE conduit or,, othter racewoy ,iorw urtkozi thrff a4fuApamemi:
ri:xHt a"d heaal1.iracp I ure arfd,/or ca1;:de throaqh canaui, mmd I e,
of any conmuit, aqch tJ&i,,,&t Ole evqpiayees
Co,vq"1",q,jd Bmretfy can camqalete any jrf, Cull,
and ty"Ucks, a Irdal,re ta,das ( a I �
,ff t luta",, Sa fut , t", t c a C, k 1111'7, 0f f f oor ,e ,rla..4i Vwa t IR, T o " r f 0 r. I1r a, Itq as
rigging for htm,Ivy wirrlr, Urie Iv f¢44",1mg of all,'. mataras x1ay be
Nmedeil f,,,Yr th,,, 1,ne)ta11atAfdfj of Sucli, if
patfJ"aur,1Q, IMOULM; of ambj.,er,raO t,
diIniaged, paAmtiraq up, Ca,a,'jW,,,/,nq, axxd, cleaanliq caf I
hoLdIng water. Im cilaim)nd or "f""Arl("P.'cv�ir,,,df+,aar,,, b1ade og saw fot,, mrettera
C",vttb,ig, 1,11la. of tuk,o- Iam rror any otinmr saw needmd for ptegyarattom,
mata,rial, drillAng of 11'IOles t , m" mpttes tj'tat anc',hcmurver , 9: Ixf,
mal; S. t es & , m 9 x k m" Up of ,,, d a,, L " t ey,,,, P� ,,, N, tn, u t a 1. ti,m t On a r, ma f,,, e t a
mix,l Tv; up t Pf i Ri set for t h e txjsf"".al ',I ar, ioi. , an,mt et a),, j'm MI, I saga of, asaifj
t, carnent tor t1te innuxl of as"cl . as im',ay
Oe rmqudyed in J,,*Lpinq a Olark:aO, Setter u 1 t<umet f f
Lin the, ere,,"'?Aon or 1j,": R, e
rave r t I ne, arty ma 0 I u�s rper, n q)< , " a, rs* """7, Y.
qj,,a,,mLte and ther stdImq ifrh,,,,af,'Ioaq as t St ("M� rei
mi,htt): i als; A,,r are I,,,,1 aof 3 ,,.a a; In
ruxt m", r tc,b,xfall �m nd 'f"'ust flalea.r a"s Viva , r, "if "'If eCil"af,',f,,',,,
sa,�a A (,,�nyx va troL& f,,.,e and B uiu, a fm, , a, amcj,
ma,zbke .te, tm,,a>Zc t ieg a,m ,r, ,md precast f, s, ehp 9 6,
base, or ainy cthe: mataT,,—m, " , d 11"ife, ar a
k rff Of t h"": a, fo x Pme n t 1, on e""', 'a, r , a, S an ;a I
a ind ext, II r i or mrr:,h, a to nst, , , I a a , I
111AT E'R k Al 7' TER ,, HN'u,'md mrui rt at d4
,, e 1,6, Lau 44oc t,, v, f .I,
P4,47114 1, kl TES","ErR I ' a, , r -mal. a
fa gey:r f",n,qa LIQ a s a: i, v Y,, V a , , f,,, :,a , zef 0/,
uors,11 and rm:e �m jp s r)p J, wif S
91 tanf+vt am), n, yam,
E144,",flqE1,',R - A(Afl, I
a sv „ ArqI P .oAM),A,`,, 0, 1
rade a Ra
Sscm hiAaChniffsr't t, , ,
.Pes
q
la , 11, Front Erm,1
o ade Nl a n e
✓a, I Ve'Crote B9,"eafter TI
CI,et"
veyor Mimk, Mmminted
't
CT'StR r Uvq'"C', r tkl dInt,e d
Craxtes, 'mmol s
C,ra"e;� Us III@ r, St", o,i M,
a, z,
a
a nd r,er
Y
"laea V ,,� 1"'2 D1,5 e Y
f", "P, V", S P I,,
Vle
H, Shave P,, -.t Er,,.:ir
4
E, to, 1 5, $'It'21", X 6h , "Mr, Of
Cmme" I . . a2, ari'l Mlfree or,a'nl R"', i;.,,,
e F.
Ba, , Baxc,
N,,,dr r
q
v,frs, r.L,t 24r Varr r
r
a, t OR a
aifod, S,kkd
H % ,mrr,are - t"
Ha) a;,, P,
VIM III P x fp
e,,P, - or.G. e
"I Gyms nr
B u 1, e v and, 'Ff-amp PlueJ� s, e cl, a ("t b,
j9 , D T, , "
; rr fl, a g"
5 x;, s T t, bfa andl2o p -F
ruv,r "r k
e D'i
b
H %dnc",
r, abe,"
r III's
yhf�moJs or F)", K I,/d,
1 2 t, 6 , J'A ',6 1 e xa
z ,n o ,,,,,,we
Hf,ry:i St ',,'Lrq el z
<"pv
""n, damn. ,a, '14m, u ri I: ed
P'1,0
T t, a T 3
A d , I ra j,,,y Q,
K , n 7, r
I AL ' j uv WJ n,cf. Sm , d:it
Ot"'S ,, H"mater" S "Aach'a laa,,,,a10 fErrmrmaa6m1,f1S0e tzqmodeI tnq
,,o: j: enovai,,., .on Vyclynto), I l r, t, "YO tin" GL1a DI, ,P,, ng, Cxf,, rac'c, a.mg,
I'm s.ij()"Yw%%,.ittinois.gi)v/i(�i()Iil,aws-Ruies/C""`,(.)NMEI,)/rdites/—l`015/ . u1y/(.,(X),K,9999.h1m, 1112 1 /2016
P J
....... ......... - '' . . ....
Cook .'oum, revailing Wage for July 2015
o, j L/ t J, , "j, t Y,' mot. to L,Y7. o
1, o/ ", s I," t Imp "s Me, I Itct J. yo wo t d n} 1Aa T i e, ottv"'Ih
W r, 4 Smo ct r t''r 1"'t r ), J,, I NY, i,,t c'rie s ,
Z�"'s"'i 4 Waal,o, x. s ou" 5 d 6m,, ), boa Je, Y, a d, far 1,;
Irzs
�.,tr 5R t, n C Y f 1:: F o r m Y%
d, a t .
, P E RU"',! K' J,,j (;1� �!„, C;kNV ERS S -, H I , , S BW A f C Or,”, Tr) r, T, ( y"',
I , I Aq t,a c ; As p fr, e" , t 1"t""', t r and t ,, r, o jC ,odt ra, v, f, o, rf ii5
H t; „ (, 't, y, 'r, f t ea A'spiul I t sproadeg;� Aij,r,q r, Adw,, jr Jcm ,, �, n,,,, , L ,,,p r
�,yiiwe P, 0', me,,�ABO Pj, ve r , Bac k v.te 2 w Ca, ), '!)) "), A r z rte,, a x L
R,t, f o f", t 't, L oado c C a t s, a n 'S�, i q s C a t Nmitgowt C r ,�, 1, & i"I i --Pi6;,x
t 5j", ortb a n r Ra';rrhoe Lr ,,,n ,iE i,4 dI oa de t Ma cb n m, pdl, B"I, ,,p
or ."""er (,'oncrete axivol"'ej," T f,�
conweyoo,,,; Cow,,,Y,,enr,,j, l ;vev, cu, M_"" c,"'fv,,,-,t,,,rrQ
C"J"'ar"es, I J,,
a inc c, t lNe, 5 C t, a Y", a r taamrvra,. spi r, cv, tv"', t,u ala,,rw7 e e
N
,, e, t, c lits At 1")e I", It, , c"),( Ro o, G)p u r ON -s r a wo, I t t D r q es
E&., as j", "D"), o , dmi r Vjt,e R", c"k, a II t, f"( "'it avis, 5 x Iva 'A mro, rim
aaxrd Guxrvr Gynvlum, I Grader, Pinitt, r,
t"I,oOr Y, mrdcr,✓, k"I a, t z o J , I,,+m G e, ti cie r 1; "1 t, 'E t r a e ffffib q r am, e r el, r I
ka, r 1;;"",j 3r. 5"" t xe J k I!, (I iau/,2 i a n t JR, Moe, al M"IP"I'Q$: ,FA arr
He,
Se W-Fropo/,, red 1,11xwg,'r; �#ydo, 0",
f""l-a ""t"h Aft k" - 'm a
1";a Cl,,jrt "s fn 4,an p Ma i, e vet's ",1,a
, IV V 5 Dllal C 1 ,r, c s, Ahad, 'sera 011
'Y A T,j, M wmot P, Track",
,t"f rur,Ar 1 ,ve,.dr f f.) , Mk, ( e s 5 V"
ro,J,,Jh, Ruqcp�tst 4,,,,du�/ rg Fo
,m l r.cj,,,,tirt, fa, e'; T 5"" s, mf
'm" ("I le F, p r f"
"k, "mr, as i,,s . . . . ... . . .aT 2W
" %an I,
r , r,r"!; r, c ,,, .-
Pf
oivw, ?, e t t, q; ay "I
I I S I o M, "I'll 011 r "I R, ;riot
Rtj cl, 7" t, s at" iii 6w,
EIA A U '01, 3 NM yd, ON, a "B"
t 'mtq,,;, a 3 g, ,a,
,, - , ,e, rv,,r Hyclu,, Hax-ens,, t,
�,rv,te S,, f J, 161 v" t" - , , a,s
JK, a f",I,
, V , 1", o/, a, d v/ "", ,, I
'A"a, iia n a ri . Ka 0111, w,
ars 'r rrny S. d , Y7Wp,u
aru. ,A ,, aiie, r
r"14'a meo K a B ,, Ks At,
E e fIG a, 5 f4 r,
I 'I a r
p,), uo, ,cv r ru.r �,luzintp,, Asypha
r s,,,, ypwt, 'M "o"
r
t e F, rnn T
I Ma z R
q,� qiA t
"m't,
0 ',1, rd'n r rd'VD rf WIP
lrrt« x -r to rill - r
a e j: 311, r
rt e I'a" 1,11, n
p :11,11 T N, 10
&II , F,
I )/ ne a"0 W,("',
0;,t e f 7 14,o, t i i o, I,,�r M �"uirypiifo'�,Js r", (,radj�at I u), J nnachtii""',
I'Kt,ps://www i�ticiois,g(�)v/idol/i,aw's-,Ri,ites/(—""`ONM]171�",)/i-,iitec,�/2015/J�'t#ly`/(""""`OOK9999.1itm 11/21/2016
............ ... ....................... . . ........ //// .............
Chole Amy Pm vaHWg 'Wage for My 2015
add a NEER, -
MMM " Cm" F%Mnwu Mnvr MOMn= MVM"t Twd"; RNimw,�
En'qu'tm!u[ flXqdtalal'ic IDre'eAgel .
CWS v CUMMAKe "S ac; seat cpscatc: with tmdng
v, dor sis"Y'w.'ro, k 9,P"c I,,,. a n c': Pvfi& I d a ii: a Az,3 i, s t af n t Eng r nee Y ',kl ivlt,rau, I I c Ore dirge
e vmmina n dkPybrawl ),, c D%,vdq,,,a ) Lf t ve T, Ven le Y. ,
TIMM & Dwk "Ummnt ?""ff""crat'OV, Oo'
"ED tan c,"fqom"ntyp rave dta"Ckhoe ff"11,e'D""Kl Uns, of".'
Menw" LWO"Wer and 1'"Llke e"'pipomennt ovi Ba. 'qf"" V'�Xt',"Oooatoy Wall,
'm" S',�cw' at'"'-
C,Imsa 4, I.uar,a Cquijysmm,.fnv 4
UMU c"bre a Mf Ra'adl f.'feck aI�and, Tilag EnqD%eej., C),,=&
11,aintenance 1 rl Tan, Un rows tew,q.,'Wackhaa Weli;hLnq) W1aa, 0,0,0
lif,muirtda or lass�,As3bzo,,iara, Tov,,�, )(p/eral"a'J",
Frict'Vara or, Yatt,,,',,,e Bfcx,."v, Mmines,
Cl, i> 6. pwT1v P;,t¢eta J"v'-YV tat"ndell`
SURIOF.y IffORMIR, eorf"A[ligmant ini),,;olinq
M MO RMMIC Mm"WO"US, " MI " =WM"W& LMOS md
"MUIRe,2ZO IFIMYS14ER
T,'he handlt,Ynq of wmnd' ceoimx"di't' ch""',r r. ftm "')'nd I A v is t""'& z c x a
U,,tat in;vy, Itiq ",J'te Has" Mun MAmM, wW tM m xwq,
C)10' nq : SMI E M MO., M Mon and
Ts"aama work f. M, U"a Mars, am "LWC ' "q by AM r
'ma ax,,.,.i dj, js d Ragl`sve, ["Ras C" Nfl'fl""t
Te:,,�ra:izop Mkiechar,
TUMC vWMIllf
NI' v , a�)v'sa,' , la'ax u., I a✓n d, d x xvu,r , j,,, ,, a,
at -as qMM M", "d r. va ? ""W"Y
rA;MnqO and '', nata F%M A, 1 "0 nry mad a gF;.
"I'M'ICK VNIC"„ t-
Tvx)
' ;'hwee Am A P, r, ),),ne when, a3e.f
""x' cojg(auj"p"""")jeaa :' x" Is an! Welf"flon"q, 44z' , vr;"S
I WMq UMM PH "ra. pw"v "r As Mo U irs",
Avtbu+ aricez�, Sat , c"M; Mi=nt. M pWmona C" one TV clN
MaMMOU canv-& Is; my I norc Ne RTW Mamus
MCIpers ,ny 15 1 - r"as �pex, " T"e Pav,'evi'erol"'
Oreakaj)is, :er, 4 Ne" POWOZ M WEE Its ru
as M p, ",ismraader; a): � �'urfry 'N, ., nx"'raz
'T m x ' , , , r faa'n"' i e d
l 1 and Tw v"s -g , 1 bar r no, antic
I'S I I . . , 1" ", I'll I �11 I I and Adqei,,,, r; I" da 1, 3
U69'J"""S f" es"' el, E , 'ryry, Darr ip Omm"ag"l, a'e
, " Z'l a lell ,, , , I '' re ,, aa.a ri q jmme n, i, r
a I a r a," q ,I �' ry"'w",n, I � I I I aand Tj,,, ',Jer y a r
Mady" a P r R pni v ' TV OM Awn ,
I r I" I , A". z - Md raga
UDM",'VYC'el.'S' & f)f Um"p rujwfaate ev%j,,,
p r'u"" an ser -Y, 1dGrlru,,,,raa9 1 � , I, a v
'olnv p "iea an
""'s te, v
Tr. Ms# TUxer M C""S MI , a "Ma
OW.U9 7.butors, 1,nefa 11" e 'f ro"J" 4 rev
T' g a
N'S' d. Jnr
, I c- -17 r), r w, r, .
',,,S i Vo rm
and Y" , nl i, f:xnL.
I Riisa I I W
F v aOf' A5 5 (11 n O'c' h e) Se
Irtir nl(' , , ,.',Y 3 de '' , wh'
a T"k be povewwW is n" mol t Ne
"f Cat Ma P' Oet Up"Mont WX An Mg
an"d Mtn Umh mm ; � "&q uvy has su , a --: 'AU and,
provids swh Kam, soch nas bung memd to enst bV r0wence in
" '' i ., "'I " ca Me, "'t , rf no ""'O'ferr. „' apip'fl'e"," ta" &"J"u taala
M�
hit,ps�1,1%,w,w.ittinois.govlidofjta%k,s.RuiesIC(�)NMEDIrate,sl2Ol5tjulyl(,'OOK99,99.hirn 1112 1 r2016
Cook County Prevailing Wage for July 2015
https:ll%%lwk.illinois,.,,6�ovlli,doily. aws.-,Rail evJCONMED�'rwatevJ20151julylCOOK.9999.htm I I r2 1/2016
E
WAM
COL
Ism
IN. 01 N L
WIN,%aur 'J 2 C
M MM
illft
41
W RB
"VII
to
MW MW
4'x-
HmIlp
V;
maw
1 NW hk
•
0,
CII
MIS" I111, W'krlHWqW
"Mm" kfI
o' Wf -511P
9,"IAO' e:1'111111'vo Jill,
IW a
1,o 11:Fru mo�?moI
N6 ml
g' 111']Icl�
:&I u kilo
. ...... . ..... WIN9m8. Y4MY d! JOIk 1
A."
"In M.K -1 0*0
1
KM3110
Z'ye
ishev
ver
6
III Ito LS WN
's I IVA
vkv IN
WIMI
1111 zw"M
4
lope,
1. M011
It
1W M Ml rt^
41 %pj'x
Ila W'',
11W .10. wo
&' kwl—
W
E
a voo
CL
0*
A wvi
10,
OF
10
IX 0
and
Wj 1111v Ila
Vk
41
to N.
01 Ulw X,
10
> to
0
A,
A 161.1
A10SOM
Alt,
IWAII
0 WWII+�
I
. �
�
01.
o, "a
rc
15
19
MIMI'
W lu
u�It
V
so,
4'W.
liff #IP
0
orarefmu,uRa
p"
Z MW III
lid k9
M13,11,
u.f
aM
MSM
"S X"'Ji,
N�v 11110�1m,
jo
AMP
11 '110,011, AWO
'mao"ou",
E �11"%, Mid",
E
CL
0*
10,
OF
IX 0
41
to N.
> to
Alt,
10,
OF
2017 tF t Resurfacing Program
SECTION
STREET
ADDRESS
FROM
TO
LENGTH
WIDTH
Cuib
REED
AJl-R.,IA LN
W400
TANGD LN
SrrKA LN
390
24
CG
REED
ALlHEA LN
N6.401
SITKA LN
WOOD LN
325
24
CG
ORANGE
AUEDREN L3+N
&YO &.,O
GRINEDEL DR
CENTRAL RED
964
25
dDG
BLUE
BERKSHIRE UV E
E0000
MAIN ST
EMERSON ST"
370
23
CG
SP,..R,DE
BERKSHIRE;, LN E
E0100
EMERSON ST"MARX:
ST
155
23
CG
M.LIE
BERKSHIRE LN E
E0200
MAPLE ST
ELM ST
386
24
CG
OLLIE
BERKSHIRE LN E::
E(M E("
ELM ST
SCHCKM.. ST
440
26
CG
M.UE
BERKSHIRE LN N4
W0000
WLILL ST
MAIN ST"
3,90
23
CG
GRAN
BACH DR
STE N
WILLOW LN
PALM DR
4,092
20
CG
GREEN
BRENTWOOD LN
N0600
KENSINGTON RED
IRGNVN "VD N,.N
178
24
CG
RES
BUCKTHORN DR
E4500
RGDSETREE LN
MAYA LN
898
24
CGT
ORANGE
CAROL. LN
S0600
CUL DE SAC
ESTATES DR
495
25
CG
ORANGE
GoARGDL.. LN
S0800
CUL EX SAC
L.ONNQUI$T BLV
450
27
CG
GREEN
CEDARLN
EORD700
EELING RSD
SRENT'INCIO D LN
730
24
CG
GREEN
CEDAR LN
E070040
SREE , ND &,..N
CRABTREE LN
345
24
CG
YELLOW
EMERSON ST" N
N=
T'HAYE:R ST"
ISABELLA ST
665
24
CG
LNLUE
EMERSON ST G4
Sm
SUNSET RD
LGD NIGLUIST BLV
665
26
CG
GRAN
FERN DR
S12,00
WILLOW LN
PALM DR
1,036
20
CG
EDN,.VE
GEORGE ST"
SO400
E VER,IREEN AV
BSE AV
552
26
CG
BLUE
GECIFIGEST.
SU)00
IALBURN AV
EVERGREEN AV
660
26
CG
BLUE
GE , GE ST
S&DD'XDP,D
L.IN^ ,(X.NIN ST
MIL.BURN AV
706
26
CG B
YELLOW
GREG pR"Y ST W
W N,NDNGN0
ELMHURsir AV
RUSSE.L S`I6
320
G°.G
NElL.,
CAE(.X)RT`ST" W
W0400
V0"(X)DAV
EN. URSYT'AV
3:43
26
CG"x
YELL(M
GREGORY ST'44
W0601
F01ExST AV
FAIRVIEWAV
DSD
26
CGS
YELLrAN
MEGMY ST" W
MOM
CAING AV
FOREST AV
40"1
26
L"PE
NELL,CIW
HE'NRN EST E
E:0" 0
EI,M ST
EA(lHGDGDL S�T
3W
28
CG
YELLOW
HENRY S E E
EID0D
M ST"
(AVE N 6DT
243
28
C"G:1
GREEN
I'T01N AS
Et=
W&NILMARE DR.
E'AS111144AN DR
495
24
CGS
GRAY
HUNTINGTON G,G 3NNSg
WMA00
CURVE-
E LIo4E'ULDRST RED
634
38
CGS
GRAN
HUNT • TGSN C NS
W=1401
HUNT CLUB ISR
6. URVE-
1,,040
138
CGS
WkGWN
N OKA AV
50200
DNS E91.4RN AV
EVERGREEN AV
62E,Ab
24
CGR
ENR NN
I (.XA AV
S0300
LIINCGDLwN ST
10ILE.WFIN AV
538
24
GG13
GRAY
@ USA ALT
S07M
LONNQUIST ENL.'N
HNAWNA77HA TRL
DSID
22
CG
GN'NAN
LAVERGNE DR
S1108
THORNW03n LN
PALM DR
340
24
CG
GRAN
LAVERG E DR
STTNDT
WILOW LN
LOCUST &.D4
264
24
CCP
GRAN
LAVERGNE`. GDE'G
S1102
L.GD&'DLDST LN
TH(~00D LN
307
24
CG
l'X- NGE,
LEONARD L.N
S(T2
'INLT@TTE OAK ST
ENE) GW EIAV1E
S'GG
2.0
GENWI
ORANGE
LEONARD LN
SONK)
I.,UNCGDL.N ST
WHITE, GDAX ST
6A7
20
SH
BLUE
UNC00q STE
E': D
GEORGE" ST
AL ,RTS°N"
406
26
CG
SLUE
LINCOL24 64T" E
EL AD
ALBERT ST
MT PROSPECTRO
3 'D
246
CG
MAJE°:
LGDNWJAST' ELN IE
EE0400
Sch,100.. STT
OWEIN ST"
420
24
CG
GREEN
LOWDEN L.DN
EISM
NAT°ESw LN
WOLF RD
45.5
24
CG
BLUE
MAW STS
S0400
SMA BOWEE T'RL.
UNCOLN ST
8(v
24
C43
SLUE',
INNAINN SG S
S0500
G:GDG INCIL TRL
SHA BONEE TRP_
STI
24
CG
BLUE:
MARINA51I"
sfyo
C(XJNClL'I'RJ.
CUL DE SAC
440
28
CGT
Y°E:I..LOW
WLGEEArX.)W U 1
191101
WEEDG"aE66NOOGDD LN
STRATFORD EH.,
746
22
rol
YELLOW
MT" PROSPECT CT RN:D N
10000
CENTIVU� RD
RAND RNID
150
44.
GDC
BLUE
44°'I PRa SECT RED S
salon
NA) BUS SNE AV
CEEN`IIRAI,. RD
4 D
42
rk--
REP,D
MURA LN
N4704
WOODWIEW DR
' INN1I'ERGNREEN AV
353
24
CG
YELLOW
0XFCR D RE,.
W(XXX)
WENDGE'Y4GDOO LN
ELtl4HLURST RD
460
22
SH
RED
PARINL EDR
N140GU
TANO LN
WOOD LN
1445
24
CG
REED
PIMA & N
N1300
EUCLID AV
CUL LTE SAC
350
32
CG
ORANGE
PRANRIE AS
SO,"
LINCOLN DDT
2NHRE, OAK ST
634
24
SE -
RED
SANTEE L.N
NIXX
EUCLID AV
CUL. EDEE SAC
320
32
CG
CXUE
SCHGDGDL ODI" S
S0750
LONN(kar E9LV
END OF RAVE
460
49
CG
ORANGE
SCOTT TER
WU42000
MEIER RED
CAROM,., LUN
450
29
CG
REND
SEMINOLE", LN
E2DOO
MUIRA UQ
PARK DR
998
20
CG
REED
SE: MINOLE:I LA
E:.2100
PARK OR
RIVER RED
562
2.0
CG
4927977 Page 4 oft
UNRYINNEM
BLUE
SHA BONEE TRE. E
GRAY
SPRUCEWOOD DR
GREEN
WHEELING RD
GREEN
WHEELING RD
GREEN
WHEELING RD
GREEN
WHEELING RD
GREEN
WHEELING RD
GREEN
WHEELING RD
GREEN
WHEEUNG RD
GREEN
WHEELING RD
GREEN
WHEELING RD
GREEN
WHEEUNG RD
ORANGE
WHITE OAK ST
ORANGE
WHITE OAK ST
PINK
WILLE ST S
RED
WINTERGREEN AV
RED
WOOD LN
RED
WOOD LN
RED
WCODVIEW DR
CG = Curb
and Gutter
CG8 :a Cut and Ovedaid Guitef
ADDRESS
FROM
EC101
EMERSON ST
siloo
WILLOW LN
N0800
KENSINGTON RD
N0801
ERCINWOOD DR
N0900
HACKBERRYLN
N1000
BOXWOOD DR
N1001
GREENWOOD OR
N1100
ELDERBERRY LN
N1101
DOGWOOD LIN -
N1102
DOGWOOD LN
N1200
CEDAR LN
N1201
E10=00D DR
W2100
PRAIRIE AV
W2101
LECNARD AV
SON)
NW HWY
E2000
MURA LN
E1800
COLUM&NE DR
E1801
ALTHEA OR
E2000
MURA LN
SE Shoukler w0h Ea* Edge
SH Shouder w4h SodlStone Edge
ff
MAPLE ST
PALM DR
IRONWOOD DR
HACKBERRYLN
BOXWOOD DR -
GREENWOOD DR
ELDERBERRY LN
DOGWOOD LN-
DOGWOOD LN
CEDAR LN
B0XWo(',)D DR
EUCLID AV
MEIER RD
PRAIRIE AV
CENTRAL RD
PARK DR
ALTHEA DR
BURNING BUSH LN
PARK DR
TOW (It)
Too( i)
xlly� �l
373 24
804 24
165 36
270 36
170 36
140 36
390 36
165 36
158 32
360 32
160 32
560 32
290 24
307 22
647 42
1,,072 24
970 24
337 24
1,038 24
39,316
745
GG
GG
CG
GG
CG
CG
CG
CG
CG
CG
CG
GG
CG
SH
CG
CG
CG
CG
CG
IQU2.017 Page 2 d 2
. ..... 27' t Vahabie
. ..... . . . ....... . Z:z
Proposed COMB. CONC. CURB t GUTTER REM. t REPLACEMENT
As Directed by the Engineer
See Wait for CURB OR CURB t GUTTER REMOVAL t REPLACEMENT
E2jzWkq Affoaft Pavwaw&� aW*x. 3" Prapn" NOT IVX ASPHALT SURFACE REMOVAL, r
Existing aW"ate base cowto., &Wox- 9" w- concrete base cowse. approx. I'
Proposed 13" HOT MIX ASPHALT SURFACE COURSE, MIX 'W. NSO
Propowd 15" LEVEL NG BINDER IMACHINE METHOD). NSO
Propased repair to existbig base course a dIrected by En&w
Althea Ln
Audrey L.n
Berkshi re n
Bi rch Dr
Brentwood Lrw
Buckthorn Dr
Carol Ln (1)
( arol Ln (2)
Cedar Lin
Emerson St (N)
Emerson St (S)
Fern Dr
George St
Gregory St (2)
Curbed Street
Henry St
Holly Ln
liuntington Com.
1: Oka Av
Lavergne Dr
Lincoln St
Loninquist Blv
Ma,i in St
Marina St
Mt.Prospect Rd
Mur a I n
IPark, Ln
Pima Lin
Santee Ln
School St
Scott 1...r
MIXI'URE TYPE AIR VOIDS
H01' NIX ASPHALT' SURFACE COURSf.:E, MIX 1)", N50 (IL 9.5 MI) 4% @ 50 GYR
LEVELING BINDER (MACK1NE WrHOD),, N50 (I[L S. 5 I=) 4% (d 50 CCR
PA P0 f IN( , :
CLASS D PATCHES (11N BINDER 1L,19 mw) 4% @ 70 GYR
Seminole LIT
Shabonee Tr
Spruce,wood Dr
Wheel -Ing Rd
Wille St
Wintergreen Av
Wood Ln
Woodview Dr
ORTIIEWAYS: (Pay rrem = HM4 DRXVfWAY SURFAC'E' REMOVE & REPI.ACE',, 3")
NOT -MIX ASMW T SURFACE COURSE, MIX -D", N50 (IL 9.5 ron) 4% IP 50 CCPR
The iunit vm!ight used to cakulate all 11-1114A Suirfaice Mixture quantities -is 1.1.2 lbs/SqYd/in.
The "AC Type" for rooly�nerized HMA mixes shall be "'SOS/SBR K 70-,22" avid for non -polymerized
HMA the "AC Type" shall be "PG 64-221" unless modified by District One Special Provisions.
*. When RAP exceeds 20%, the new asphalt binder in the mix shall be PG 58-22.
S "I REET RESURFACAG R�ROGIRAM
r
24 Vairiabke
P
Proposed HOT PIR ASPHALT SURFACE R E vhL, r
P i 15" PPRP MIX ASPHALT SURFACE COURSE, RX'C „R>UD
Proposed Mr LEVELING BINDER NA01INE MEMO), NSO
PrqwsW repak to indsthq base ccume az dIrKtod by En or
S P r ' Urm % 1w base repsIr requkoomtsand Ray 4mm s.
Non -Curbed Street
Gregory St (1) Oxford Pl
Leonard Ave Prairie Aar
Meadow L,rt White Oak St
HOT MIX ASPHALl,, MIXTURE REQUIREMENTS
(See detail for CurbedStreet)
SEQUENCE OF WORK
2009,01.14
Because ti-iis project is Im-ataid in a residential area, it is imperative that the Contractor adheres to a street
construction schedule based on the following:
ALL STREE,E'I'S
® '11iie Contractor shall backfill utility structures immediately after histallation. This includes both street
trench backfill and parkway topsoil.
• Widiin 3 days after replacenwnt or removal, the Contrwor shall del iver, al. no cost to the Village, all
old fi-wries and lids to the ML Prospwl Public Works Garage, 1700 W. Centml Road.
Fl...,[,XIBLE BASE STREETS
• 'T'be CoiatractOr shall install new curb and gutter widrin 3 working days of the initial curb removal.
• The Contractor shall front.,.fill the new curb within 5 workbig days of die initial installation.
• Ilie Conti-actor shall backfill the new csmb and gulter within 5 working (Lays of the initial insiallation.
• The Contractor shall install the asphalt binder within 5 working days after the hot mix asphalt surMce
has twn mmoved.
• The ( ' I tractor shall insvill the hot rnix asphah, suillare wid,%in 3 wemks after die installation fthe hot,
mix asphaft binder%
CONCRETE BASE ,TREE I'S
51-ILL!
• Sirw cut and rernove existing curb & guam', asphalt overlay and additional earth for to: rms
• Rem iove existing aprons
® Frame and insiall new cont and gutter
• Remove fronit curb forms man id install l'TOW continuosis concrete base replacement
• IrLstall new aprons
• Backfill custv.; and aprons
Restore access to driveway, (p"ii'vide temp. hot. mix asphalt or stone if:" necessary)
(All the above wast In completed %ithin 14, dAys)
aka
•q 2
Remove (grind) existing asphah sur&x-e
• Remove (Vind) existing concrete paveinent (bam.,) as needed for adJusted profile of new curia
• Remove and replace Luisuilable conciete pavernent at sjpot locations as directed
® IT-wall hot intix asphalt binder
® Provide structure, adjustments
• Install hot rinix asphalt sinface
® Restore parkway
Should the Contractor fail to a)mplete the work within the al-mve specified timeschedules, he will be
subiect to calend w- day liquidated damages equivalent u.) the wnountii stated in Article 108.09 of the
Staridard Specificathyns for Road and l3fidge Constniction.
, .................... ....................... . .......
V ILLAGE OF MOUNT PROSPECT - GENERA 1. NOTES
201101 (M
Venue
'T"he Parties hereto ap
,rec that for purixises of any lawsuft(s) boween them conceming this Agreernent, its
enfijrcement, or the subject matter thereof, venue shall be in Cook County, Illinois, wid the laws of the, State
of Illinois shall povem the cause of action,,
Mobilization. This contract contains noprovisiows for Mobilization. 11erefoire Sectiori 671 of tile,
Standard Specificatioris will inot Ix applicable to this contne.wt,
Trench Backfill., All trench backfill shall N- crushed aggregate conforming to a CA-6gradation.
Sod Watering. Within two hotjr% after thesx)d has been place, water shall be applied at the rate of
5 gal/sq yd,. Additional watering will not be, required.
FA
IN
E
MIT ES
717112* EEE;"TAA.. PLATES SMALL REMAIN DiF PN'" TY (Y THF CONTRAClOR
PAVEMENT' MgTEfaAL AND TrHKXNU,9lArS SHALL NNE ACCOROK3 TO MAK
DETAAS AM S%XX-ACATICNS,
FIR ,m LOS 90u BE ArC(NDNG TO N ANS, [WTAILS AND
SPEC3FIrxn(mvs%
7W; CONTT' 9,TOR SPUM L M-.FJA A RECOM) (X,' VNE'r LOCAIWA Or 11 E NN MIED
STRUCTURES ACCORDING TO DIE STATKA AND THEWTAWZ.� I EFT OR Wkfr
CO"niE CENTE"KNEOF PAVE.W.ENT, UPrX COMK.EnON 0ETHF WCOW, DIE'
C(AffIRACTOR SM L GEUVER SMD Rr(.',,(.)RD TO THE HYGNEINt
CONSIRUC TIQN PROCEDUM",
STAGE I
A) REW)VE DIE EXIS-nW.B FRAME AND LID FROM THE E)as'nNG
STRUCTLN,..
8) COVER NE,5'R CTUAIRE OPENNiG NTH AY X 3x 112" METAL RATE
C) CoNgrRUCj- su&,aA.-,E, BASE COURSE AND WN DE COURSE
ACCORDNG TO PLAMS A,ND DETML&
STAGE 2
A) CW,(.M- A IWRq, I- DEl"711 W DIE HMA WNDER COURSE 4'x t AR(XJND THE
S'nux.,IUM-",
8) REMOVE 7K HMA WN DER CA)URSE AND FLEABLF BASE. AOaW THE
FwTRU(','R.R'r. CONE -70 9CE., REQURED ELEVA110N. INSTALLniE FRAME MID
UD AND PLACE, PC., CONCRETE TO'%E ELEVATION OF THE WE CONC.
WNDERCOURSE. P.(,'.(,XWCR:TE SHAI.1,IAEE'R'TNIERE. QUIREMENTSOF
SECnON 353 OF TWE SM SKCS,
C) PLACE,, HMASNA'FACE C13URSEID FINAL CRADE
LECIEW
I fWB-8AX-- GRANULAR MATE, RML
2 RAW, Clixim.
3 Tx3% Irr'METAL RAPE
4 INA BINDER CO ASE
5 SrRUCTlff
6 FRAMENCUD
7 c;(XNZIE (NN I" GEPTI�
8 P.C- IXAM.TE
9 HAAA %RFACE, NC" M)WiE
R0 COWM-,IT- AlUplirm w4c
BASIS OF* PAYMEKT': S T RUC I LRES TO BE ADJUSIT'l), FACH
NEW FRAMES AND UD& V604 SPECRED, SPALL, BE PPJD FOR
SEPARATBY,
MEN S"WCI URES ARE NEW OR S'rRUC WRES ARE. 70 BE RECMTRZTED,
THE .0WERNG (*I R)U&NG OF'DIE FRAMES AND UDS, NLL W)TBE, PAN) FOR
SEPAMrH Y BUT MLL BE @NQ,UDED INn4E rA)ST OF"n C RECONSTRUCT04
CERA,
Vffleige of Mount Prospect,
Plut."wfic Works Department
EngineeHng DiAs�ori
Street Resurfadnq
Pawment R60scored X
orai2se & UK
tSW,ctureftame
I
C)
mi
LLJ
CIL
..........
Cj
cn
sle
F 5
65"
CI
v
TM
v
�jj V,
8i
IN IN
wy
Ij
It
16
IV'
IV.
v
i —
v
v IN
..........
5Z
rb
A
14,
04 a
J
an mum? MINE
46433""
AM GO
. . ....... ..
5Z
rb
A
1,
11
I
v, r
NUIR111,21
HE
. . ........
I
I
'act
j,
fA,
dr
v, r
NUIR111,21
HE
. . ........
I
I
.H=n
LU
2U
2
in
mm
a LU
E >
CL ca
F 2
2 a
61
ant
Uji
j up go, �g�Fji'
1 FitIlk a,
Al
........ . . . . . . .
LU
a, at
C3,
C4,
1Pi
4
I'll ....... .............. 'Il"l", ....... ..........
. . . ....... . . . ..... . . ........... . . . ..... .....
. ........ .
---------- — --------
uJ
Lu
. . I . . . . . . .
...... . . . . . . .
. . . . . . . . . ............. . ....
- — """" - — - - - ---- - lal
LU
"a
Jill
cc
4,
uj
LU
'a 5 e cc
Lu
z S; �i LAI z
_64 W 5
LU
P o') All CJ
CL
. . . . . . ..tl l9 pr
AA i
I ll�.l T I
A 4 lU
fli
S sd ai n �z
�v U:,
l k,4 Az i 6�
ll� v ',IV 1�
A 3"
'uz
�;I ;z� 2: �4 3� I �li I I M, 1 '11, 1 ""i aj
lb
12Cl
VOq pp
f�� �s
lop
if
... ...... ...
g
"I
&
1111D, 1, 1&1
M51
ci
Vv
. .... . . . . . . ...........
////.:: Jn.... .. ....
Au
A Po
IN
IF
J�j
uo
uj
a
ci
I
Ig
GI
LL
s "i"',
ul
f, E Ir
z v
Mv,
•
Cl, 01 0 121 ac� c)
I
Am
Gd"C;
414 Mlpl
I I W
alLIL
1P
lik S
ri O4
ig
'If
eir
In"
ar
O
Cha
Ell
.... ....
. .......... . ..... . . ... ....... ........... . ..
. .... ..
.. . ........
. ...........
lag
LU
fl
0 E
MOD Gj
is
qq pp
i'
flu
la
.. .
. . ....... .. .
114
.. . .. . .. . . . . ....... .
("D ZA MOD
-w5w
. . ... ..........
. .............
......... . ......
. . . . .. . ................ . . . . .. . ......... . . .... . ......................
13
. ...........
vil,
uj
5, v
uj
cc
'16
I', V/1 1,
C3
o 41 Pr tl
a
a, c,
yi
S: e
1 -2
IIS
.........................
ell
Zis
6
----------m.
-
M,
IF
........ . . .
L... ... ......... . . ......... . ... . ...... .
..i, , ,, .ii i,il.i,,,,,,,,,,,,, "';1'1111;`iiiiiiiii , , , , , , , , .,.i„ , , , , , , , , . , , ,
I
............ ........................... //,,/-,a
I
... .
t
5-1
Ta
Ill w
MO
71
1z
u
a
in
w
0
6"
mm
... .
t
5-1
Ta
Ill w
MO
71
1z
u
a
in
w
0
6"
w
Ila
44
Q
cc
p p p
If
... .
t
5-1
Ta
Ill w
MO
71
ci
in
w
6"
5-1
Ta
Ill w
MO
I
I
71
ci
in
w
6"
p p p
im
I
I
................. . ........................ ........... — I --- , 11 "I'l,", ..........
I
VI
mad
cc
0
.. . ..... .......
I
pal
Ga
cc
0
.. . ..... .......
pal
.
.........
.. . ..... .......
IS,
I
9
.. . ..... .......
IS,
9
14 Oil
9
...... ------ - .......
. . . . . .........
.
. ... ..
. . .
.
. . . .
. .
.................... . ...
. . .. . ......... —
U,
L
z
0
6
FE
WZ
wo
t
o
21 & .
II
t
tj OAS
0-
2
LO
g
No
0-
Ell
0
z
<
41
0,0
'd
sc
Apt c>
1. 1, CIP
4,
0
It,
009
c
)Vu
P,
D Nsm
0
13
n 1
uL5
L.
xE
0 0
.. . ........
�! c
C, a
r c
0
Or
0
Nm
03
M
M
64
o
SO
F
a
IuuCAd,
CL,
11uM 2
ED
0f
1,
C,
C3
c
a
j
o
NEIN
D
le
ul
9
a
a
a
0
. . ......... ......................
. . . ..... . . .....................
.
. . . ..............
... . .........................
2
C3 uj
12
J� E a
-48 LL. z
X 2
...........
CD
a; 'CL
4A
V3
, r
-Ki'A. �qiq
F-7 1"'
>
i C,
M 31 2
6 .s
,
go
v
. ....... . . ..
VZ Ap All
LU
on
Uj
IN E
TL
0 In
-7�wi7 N11
.. . ......... --------- . . . . .... ....
.i.,,.... ....,., iv,,, ..ii�/ .. . A . , ... ,.ii „i ,,,,,, ,,,e. ... ,
__...._............. ... ... ._w.._,_.._...... _......_.__�_.._....�� _M....�� ___... _�....
w.
0
,,.�. toW a s;
OKw
re
I
W
s�
d
Rg7rtrRs wu
nm �s
Aw
Go
o e s* t °
10 �—
d W
If
ae
H
,fix P IY
t
M.
Ir
i
1p
I f( I 41p
Ort 44 1% 2
mm {II�
�p, �i ggqrvrvry
V
P,
„—! iiil ii i/o/// /i./'— .. —; ..- r,,, .,i„ri„ —> —„—,,,,,, I „i ��o,,,, ,,,E _ --- c,,,,
=ww q
a44 4'
7.
Hi
LEE Mm 00
F
0
� , a
~
d
ry a -a v
$ i
TE% ta,
v
77
F-7 747�77
M1. A' d '` d °gym + d 0 t -a ^w -*-..4 M a• m
Etl
H,
0 r y
i`t w.,o+..w,-m �.w.w..r.... w..........._...w.. �- ..w,...w."..v.�....raro- .. :... pi ..F ,....
ry I p�!"hdww 0 •m w.*-!.-w-r .8 . ,,.a.„ ��. fl-�'P -0 4ro $$ w�I ,I'.
wr. ...
w .
..
,. .....rW.,,, ...... .,..�,�,
Yf
1 T+nit—,
r,
I
I d fif
CL
y
;Q4
� rpt
P
4 j,4
i,a..I.,.....��,,i
e'
.yea
+ r a.1 o af
;4
USA,
�Aj
RX
�
���
...,.,., m.. ���
4 ,al„ � � a•• -. I � F I
I.. ..d..�,. Y � � f i
,�, �
r y 1' 1 1.4
4w
�.
0 L ^
I q ,I
rm
J f I� 4 Y
+BMW
P f Jig. r s 0.....p r a �. .� G ✓v ,"r.,,! J
i� q i% 1 1 a 7 �r #- V 4 "4 �-, ✓i I +w g y 9 7 'i
�.°w. r._a a ,� a
ti;
�..r
„erA, 4.4�1.,` w.,.
,._ q
� ,..a ... 4
f i
r q.. I I ,.W.i
1
.. q o ,o.. r
=ww q
a44 4'
7.
Hi
LEE Mm 00
F
0
� , a
~
d
ry a -a v
$ i
TE% ta,
v
77
F-7 747�77
M1. A' d '` d °gym + d 0 t -a ^w -*-..4 M a• m
Etl
H,
0 r y
i`t w.,o+..w,-m �.w.w..r.... w..........._...w.. �- ..w,...w."..v.�....raro- .. :... pi ..F ,....
ry I p�!"hdww 0 •m w.*-!.-w-r .8 . ,,.a.„ ��. fl-�'P -0 4ro $$ w�I ,I'.
, , „r ..........,,„L„ " 11 .. ... . . //1 11-11-111 1 1-1111", , 11, , 11 11-11,11-1111, —,
pyp
-7 F-4— �T ------- Mi
CL
I .". 11", !,�� " , 'q. ., A jGI
m"-Mf'w
rh
Ila �'i
moll
all
11 'oil I
I
. .
c-,
... .....
1A
cc
M
I .". 11", !,�� " , 'q. ., A jGI
m"-Mf'w
rh
Ila �'i
moll
all
11 'oil I
I
.........
....... ... .... — . ........ . ..... ... . ...... - , , - . . .. . . .
Route 7017 Res u n 'r grarr
Section 17 -00165 -00 -RS
— - ---- . . . ....... .— , - --- . ... .. . ..... .
Marked Rte. n/a
Project No, n/a
Contract No, n/a
This plan has been prepared to comply with the provisions of the National Pollutant Discharge Elimination System (NPDES)
Permit No,. ILRIO (Permit ILRIO), issued by the Illinois Environmental Protection Agency (IEPA) for storm water discharges
from construction site activities.
I certily under penalty of law that this document and all attachments were prepared under my direction or supervision in
accordance witt-� a systemi desJgned to assure that quafiW. personnel properly gathered and evaluated the information
submftted, Based on my inquiry of the person or persons who nnarrage the systemi, or those persons directly responsible for
gathenng the inforrnabon, the inforrnation submitted is, to the best of my knoviiledge and belief, true, accurate and complete, I
am aware that there are significant penalties for submitfing false information, including the possibility of fine and imprisonment
for knovAng violations.
Jeff WulbecW
Print Nan* &ignatur
ineer
noe
Y!gmPLMI Lq F!2 -
Agency
A. Provide a description of the project, location (include latitude and longitude),
Vanous pubfic street: fightsi, of way within the Village of Mount Pros�pect, lllin6s. Lat,Lng. 4Z066, -87.9362
B. Provide a description of the construction activity which is the subject of this plan.
Asphalt pavement resurfacing with rnisc. curb replacement adjacent to grassed parkways
C. Provide the estimated duration of this project:
5 months
D, the total area of, the construction site is estimated to be 25 acres.
Ttie total area of the site estimated to be disturbed by excavation, grading or other achvibes is 1.J, acres.
E. The following is a weighted average of the runoff coeftent for this project after construebon acbvities are
wmpleted',
07 (same as before construction a0vities were started)
F", List all soils found within project twwridaries. Include map unft narne, slope info adorn and erosivity"
Soils are typically to, and low plasticity silty clay. Flat teriain, local vegetation growth and low erosivq
G Provide an aerial extent of wedand acreage at the site.,
(none)
H, Provide a description of potentially erosive areas associated with this project"
Disturbed topsoil for firrwited duration
l.. "T"T'ie following is a description of soil disturtihig activities by stages, their beations, and their erosive factors
(e.g. steepness, of slopes, length of slopes, etc):
Removal of exisfing curb that is adjacent to grassed parkway with underlying topsoil
Printed 11512017 Page 1 of 8 BDE 2342 (Rev. 03004)
J. See the erosion control plans and/or drainage 1plans for this contract for information regarding drainage patterns,
approximate slopes anticipated before and after major grading activities, locations where vehicles enter or exit the
site and controls to prevent oftite sediment tracking (to be added after contractor identities locations), areas of soil
disturbance, the location of major structural and non-structural controls identified in the plan, the location of areas
where stabilization practices are expected to occur, surface waters (including wetlands) and locations where storm
water is discharged to surface water including wetlands,
K Identify who owns the drainage systern (municipality or agency) this project will drain into:
Village of Mount Prospect
1_ The following is a Vint of General NPD ES ILR40 permittees within whose reporting jurisdiction this project, is located,
Village of Mount Prospect,
M, The following is a list of receiving waterfs) and the ultimate receiving water(s) for this site. The location of the
receiving waters can be found on the erosion and sediment control plans:
Mount Prospect storm sewers discharging tri: McDonald Crk, Weller Cirk, Higgins Crk, Feehanville Drainage Ditch
N. Describe areas of the site that are to be protected or remain undisturbed. These areas may include steep s ,
highly erodible soils, streams, stream truffers, specimen trees, natural vegetation, nature preserves, etc.
(none)
G. The following sensitive environmental resources are associated with this project, and may have the potential to be
orripacted by the proposed development
Floodplain
Wetland Riparian
Threatened and Endangered Species
Historic Preservation
303(d) Listed receiving waters foe, suspended solids, turbidity, or siltation
Receiving waters with Total Maximum Daily Load (T DL) for sediment, total suspended solids, turbidlity or siltation
Applicable Federal, Tribal, State or Local Programs
Other
1, 303(d) Listed receiving waters (fill out this section if checked above),
a, "rhe name(s) of the listed water body, and identification of all poflutants causing impairment
Provide a description of how erosion and sediment control practices will prevent a discharge of
se6ment resulting from a storm event equal to or greater than a twerilpfive (25) year, twenty.-folur (24)
hour rainfall event
Q Provide a description of Pie locafion(s) of direct, discharge from the project, site to the 303(d) water
body�
d, Provide a descdption of the locabon(s) of any dewatering discharges to the MS4 and/or water bodl
2, 'rmDL (fill out this section if checked above)
a. The name(s) of the listed water body.
Printed 115r2,017 Page 2 of 8 BDE 2342 (Rev. ON20114)
. ...... ,,,,iii,,,,, ...................
ililli�, Wf! W. ii
amulnummuf tmlralwloffiN��.�.
f-1. 7'he following pollutants of concern will be associated with this construction project
MINEM
This section of the plan addresses time controls that will be implemented for each of the major construction activities
described in l.C. above and for all use areas, borrow sites, and waste sites. For each measure discussed, the Contractor
wrill be responsible for its implernentabon as indicated, The Contractor shall provide to the Resident Engineer a plan for
the irriplementation of the measures indicated, The Contractor, and subcontractors, will notify the Resident Engineer of
any proposed changes, maintenance, or modifications to keep construction activities compliant with the Permit ILRIO.
Each such Contractor has signed the required certification on forms which are attached to, and area part of, this plan',
f.. Minimize the amount of soil exposed during construction activity,
2, Minimize time disturbance of steep slopes',
3, Maintain natural buffers around surfam waters, direct storm water to vegetated areas to increase .9, edirnent
removal and maximize storrn water infiltration, unless infeasiNel
4. Minimize sail compaction and, unless infeasible, preserve topsoil.
B. Stabilization Practices: Provided below is a description of interim and permanent stabilization practices, including
site- specific scheduling of the implementation of the practices. Site plarm will ensure that existing vegetation is
preserved where attainable and disturbed portions of the site will be stab flized., Stabilization practices may include
but are not limited to, ternporary seeding, permanent seeding, mutching, geotextiles, sodding, vegetative buffer
strips, protection of trees, preservation of mature vegetation, avid other appropriate measures, Except as provided
below in ll(B)(1) and H(B)(2), stabilization measures shall be initiated immediately where construction activities
have temporarily or pennanenby ceased, but in no case more than one (1) day after the construction activity in that
portion c,.nf ftwe site has temporarily or permanently ceases on all disturbed portions of the site where construction
will not occur for a period of fourteen (14) or more calendar, days,
1. Where the inifiation of stabilization measures is precluded by snow cover, stabilization measures shall be
initiated as soon as practicable,
2, On areas where construction activity has temporarily ceased and will resume after fourteen ('14) days, a
temporary stabilization method can be used.
Tt-ie following stabilization practices will be used for this project,
D Preservation of, Mature Vegetation Erosion Control Blanket Mulching
'Vegetated Buffer Strips Sodding
Protection of Trees Geotextiles
Temporary Erosion Control Seeding Other (specify)
[J- Temporary 1"urf (Seeding, Class 7) Other (specify)
[_1 Temporary Mulching Other (specify)
0 Permanent Seeding Other (specify)
1:36nted 115r).,017 Page 3 of 8 BDE 2342 (Rev. M9201114)
Soil Sedirnent
Petroleum (gas, diesel, oil, kerosene, hydraulic oil / fluids)
Concrete
Antifreeze / Coolants
Concrete "nick Waste
Waste water from cleaning construction equipment
Concrete Curing Compounds
Other (specify)
E.1
Solid Waste Debris
13
Other (specify)
C I
Paints
0
Other (specify)
13
Solvents
[3
Other (specify)
I I
Fertilizers, I Pestkdes;
13
Other (specify)
MINEM
This section of the plan addresses time controls that will be implemented for each of the major construction activities
described in l.C. above and for all use areas, borrow sites, and waste sites. For each measure discussed, the Contractor
wrill be responsible for its implernentabon as indicated, The Contractor shall provide to the Resident Engineer a plan for
the irriplementation of the measures indicated, The Contractor, and subcontractors, will notify the Resident Engineer of
any proposed changes, maintenance, or modifications to keep construction activities compliant with the Permit ILRIO.
Each such Contractor has signed the required certification on forms which are attached to, and area part of, this plan',
f.. Minimize the amount of soil exposed during construction activity,
2, Minimize time disturbance of steep slopes',
3, Maintain natural buffers around surfam waters, direct storm water to vegetated areas to increase .9, edirnent
removal and maximize storrn water infiltration, unless infeasiNel
4. Minimize sail compaction and, unless infeasible, preserve topsoil.
B. Stabilization Practices: Provided below is a description of interim and permanent stabilization practices, including
site- specific scheduling of the implementation of the practices. Site plarm will ensure that existing vegetation is
preserved where attainable and disturbed portions of the site will be stab flized., Stabilization practices may include
but are not limited to, ternporary seeding, permanent seeding, mutching, geotextiles, sodding, vegetative buffer
strips, protection of trees, preservation of mature vegetation, avid other appropriate measures, Except as provided
below in ll(B)(1) and H(B)(2), stabilization measures shall be initiated immediately where construction activities
have temporarily or pennanenby ceased, but in no case more than one (1) day after the construction activity in that
portion c,.nf ftwe site has temporarily or permanently ceases on all disturbed portions of the site where construction
will not occur for a period of fourteen (14) or more calendar, days,
1. Where the inifiation of stabilization measures is precluded by snow cover, stabilization measures shall be
initiated as soon as practicable,
2, On areas where construction activity has temporarily ceased and will resume after fourteen ('14) days, a
temporary stabilization method can be used.
Tt-ie following stabilization practices will be used for this project,
D Preservation of, Mature Vegetation Erosion Control Blanket Mulching
'Vegetated Buffer Strips Sodding
Protection of Trees Geotextiles
Temporary Erosion Control Seeding Other (specify)
[J- Temporary 1"urf (Seeding, Class 7) Other (specify)
[_1 Temporary Mulching Other (specify)
0 Permanent Seeding Other (specify)
1:36nted 115r).,017 Page 3 of 8 BDE 2342 (Rev. M9201114)
1111,,:.,,,,,,,//�,
Describe how the stabilization n practices listed above will he utilized during construction:
Disturbed parkways ay are to be restored with topsoil it and seed within 14 days after the initial disturbance
stabilization.Describe how the stabifization practices listed above will be utilized after construction activities have been
Grass growth from seed will provide
C. Structural Practices: Provided below is a description of structural practices that will
degree attainable,divert flowsexposedstore flows orlimit otherwise
pollutants from exposed areas of the site. Such practices may include but are not limited to, perimeter erosion
barrier, earth dikes, drainage swales, sediment traps, ditch chiecks,, subsurface drains, pipe slope drains, level
spreaders, storm drain action, rock outlet protection, reinforcedoil retaining systems,g aand
r
temporary or permanent sediment basins, The installation of these devices may be subject to Section
Clean Water Act,
The following tructural prartices will be used for this project,
Describe how the structural practices listed above wmt6 be utilized during constructiom
Sediment traps will he installed in drainage structures located adjacznt to disturbed areas if there is a potential for
disturbance,
Describe how the structural practices listed above will be utilized after construction activities have been completed-
Sediment
mpletS iment, traps will be removed after grass is established on disturbed areas.
D, Treatment Chemicals
#H polymer fl' c ulanta or treatment chemicals be utilized on this project, 0 Yes 0 No
If yes above, identify ere and how polymer flocxxilants or treatment chemicals will be utilized on this project
E. Permanent Storm Water Management Controls: Provided below is a deschiption of measures that will
installed during the construction process to control volume and pollutants in storrrw waterdischarges that � 111after constniction operations have been completed, The �nstallafion of these devices may be subject to Section404 of the Clean Water Act I
t ucto practices, may include but are not lirnited to, storm water detention structures (including wet ponds),
storm water retention structures, flow attenuation by use of open vegietatedi wal and natural depressions,
infiltration of runoff our site, and seqUential systems (which combine several practices).
Pfint d 1/5/20117 Page 4 of 8 BDE 2342 (Rev. OU20114)
Perimeter Eroswon Barrier
El
Rock Outlet Protection
Temporary Ditch Check
.....
Ripr p
„Storm
Drain Inlet Protection
Gabions
Sediment
Slope Mattress
Temporary Pipe Slope Drain
�.,URetaining
Walls
0
Temporary Sediment lawn
Slope Walls
r]
Temporary Stream Crossing
Concrete Revetment Mats
r-1
Stabilized Construction Exits
Level Spreader
., "urf Reinforcement ats
Other ( peon y)
Permanent Check Marro
.rod
er (spec )
El
Permanent Sediment Basun
Other (specify)
El
Aggregate titch
.
tither (specify)
r-3
(paved If Ditch
'Other
(specify)
Describe how the structural practices listed above wmt6 be utilized during constructiom
Sediment traps will he installed in drainage structures located adjacznt to disturbed areas if there is a potential for
disturbance,
Describe how the structural practices listed above will be utilized after construction activities have been completed-
Sediment
mpletS iment, traps will be removed after grass is established on disturbed areas.
D, Treatment Chemicals
#H polymer fl' c ulanta or treatment chemicals be utilized on this project, 0 Yes 0 No
If yes above, identify ere and how polymer flocxxilants or treatment chemicals will be utilized on this project
E. Permanent Storm Water Management Controls: Provided below is a deschiption of measures that will
installed during the construction process to control volume and pollutants in storrrw waterdischarges that � 111after constniction operations have been completed, The �nstallafion of these devices may be subject to Section404 of the Clean Water Act I
t ucto practices, may include but are not lirnited to, storm water detention structures (including wet ponds),
storm water retention structures, flow attenuation by use of open vegietatedi wal and natural depressions,
infiltration of runoff our site, and seqUential systems (which combine several practices).
Pfint d 1/5/20117 Page 4 of 8 BDE 2342 (Rev. OU20114)
The pracbees selected for implementation were determined on the basis of the technical guidance in Chapter
41 (Construction Site Storrn Water Pollution Control!) of the IWT Bureau of Design and Environment
Manual, If practices other than those discussed in Chapter 41 are selected for implementation or if, practices
are applied to sltuabons difterent from those covered in Chapter 41, the technical basis for such decisions
will be explained below.
2. Veloicrty dissipation devices will be placed at discharge locations and along the lengthy of any outfall channel
as necessary to provide a non-erosive velocity flow from the structure to a water course so that the natural
physical and biological characteristics and functions are maintained and protected (e.g. mialntenance of
hydrallogic conditions such as the hydroperiod and hydrodynamics present prior to the initiation of
construction activities).
Description of permanent storrn water management controls,
(None needed fbr this type of project.)
F, Approved State or Local Laws: "rhe management practices, controls and provisions contained in this plan will be
in accordance with IDOT spec "canons„ which are at least as protective as the requirements contained in the
Illinois Environmental Protection Agency's Illinois Urban Manual, Procedures and requirements specified in
applicable sediment and erosion site plans or storm water management plans approved by local officials shall be
descdbed or incorporated by reference in the space provided below. Requirements specified in sediment and
erosion site plans, site pernifts, storm water management site plans or site permits approved by local officials that
are applicable to protecting surface water resources are, upon submittal of an NOI, to be authorized to discharge
under the Perrnit ILR'10 incorporated by reference avid are enforceable under this permit even if they are not
specifically included in the plan.
Description of proicedures and requirements specified in applicable sediment and erosion site plans or storm water
management plans approved by local offlcials:
Mount prows eft Codes and Ordinances, Mount Prospect Notice of Intent IFosr General Discharge from MS4.
(32, Contractor Required Submittals: Prior to cnriducting any professional services at the site covered by this plan,
the Contractor and each subcontractor responsible for complence with the permit shall submit to the Resident
engineer a Contractor Certification Statement, RDE 2342a.,
1, The Contractor m&hall pqnvide a construction schedule conlaining an adequate level of detail to show major
activities with irriplementabon c.A pollution prevention BMPs, ind; uding the following items-
® Appioximate duration of the project, including each stage of the project
® Rainy season, (Jry season, and winter shutdown dates
® Temporary stabiHzabon measures to be employed by contract phases
® Mobilization timeframe
• Mass clearing and grubbing/roadside clearing dates
® Deployment of Eroslon Control Practices
• DePlOyffient of Sediment Control Practices (including stabfflzed constructbn entrances/exits)
® Depioyment of Construction Site Management Practices (including concrete washout facilities, chernical
storage, refueling locations, eta)
• Paving, sa-cufting, and any other pavement related operations
® Major planned stockpiling operations
• Tirrieframe for other significant long-term operations or activities that may plan non -storm water
discharges such as dewateringi, grinding, eta,
• Permanent stabilization activities for each area of the project
2. "rhe Contractor and each subcontractor shall provide, as an attachment to their signed Contractor
Certification Statement, a discussion of how U'iey will comply with the requirements of the permit in regard to
die fdllawing iterns and provide a graphical representation showing location and type of BMPs to be used
when applicable:
Prklhw, 1/5=17 Page 5 r.)f 8 BDE 2342 (Rev, 0312 114)
.N......... I////io;, .1........ f ,.ilii .i.t ii„i„ ,./////,,,,,,, /rirr,,. ///. .e✓/. ......... ..
UL Maintenance:
When requested by the Contractor, the Resident Engineer will provide general maintenance guides to the Contractor for
the practices associated with this project. The following additional pr educes will be used to maintain, in good and
effective operating conditions, the vegetation, ion and sediment control measures and other protective measures
identified in this plan. It will be the Contraotoes responsibility to attain maintenance guidelines for any manufactured
BMPs which are to he installed and maintained per manufacture's specifications,
(none)
Qualified personnel shall insF*ct disturbed areas of the construction site which have not yet been finally stabilized.
i
Inspections may be reduced to once per month when construction activities, have ceased due to frozen conditions.
Weekly inspections will recommence mence where canstrucfion activities are conducted, or if there is 0.5” or greater rain event„
or a discharge due to sno melt occurs.
If any violation of the provisions of this plan is identified during the conduct of the construction work covered by this plan,
the Resident: Engineer shall notify the appropriate IEPA Field Operations Section office by email at:
g ..aA mpnu .q ijois, ytelephone or fax within twenty-four () hours of the incident. The Resident Engineer shall
Men complete and submit an "Incidence ofNon-Compliance" (ION) report for the identified violation within five () days of
the incident:. The Resident Engineer shall use forms provided by IEPA and shall include specific information on the
causeof noncompliance, actions which were taken to prevent any further causes of noncompliance, and a statement
detailing any environmental impact which may have resulted from the noncompliance. All reports of non-compliance
shall the signed by a responsible authority in accordance with (part V1. G of the Permit NL°l „
The Incidence of Non -Compliance Non-Complianceshall he mailed to the foilowing address:
Pdnfed 1150017 Page 6 of 6 BDE 2342 (om. 03120114)
M 11 11 7ME"wT7 ;TqU'rr('7
Division of Water Pollution Control
Attn' Compliance Assurance Section
W21 North Grand East
Post Office Box 19276
Springfield, Iffinois 62794-9276
Addifional inspecbons Required:
mm
•71 1
IMAM I 11INAM IWA
Pr ntNJ 115 2017 Page 7 of 9 BDE 2342 (Rev, 03/20/14)
1-/// . . .. . .. . . .. /,,-/1//11,,1 ,,,,, "',/.,. 1_111_/1____//////_,/,/ .............. -, /"'/- -11 "I'll, 1 11 '11111111- ,",
Route 2017 Stet ResuftyY19_ ET9gn
Section 17 -00165 -00 -,RS
County "Cook,
Marked Rte. n1a
Project No, n/a
Contract No. n/a,
This certification statement is a part of SWPPP for the project described above, in accordance vAth the General NPDES
Permit No. ILRIO issued by the Illinois Environmental Protection Agency.
In addition, I have read and understand all of the information and requirements stated in PPIP for the above mentioned
pmject; I have received copies of all appropriate maintenance procedures; and, I have provided all documentation required
to be in compliance with the Permit It_ .I and SWPPP and wifl provWe timely updates to these documents as necessary,
0 Sub -Contractor
Nod Nsffo
............. ..... . . ..........
To
NWww of Finm
. . . . . . . ... . . .............. . ......
SIMS$ Aftess
. ........... `_,_,__`_ im", . ..... _', . ....... . .
. . .................... ... . .......... . . .......... DOW
. . ...... . .. .....
T*Wpbww
... . ..... . . . .
COYAlwad2lip
Iterns which this Contractorisubcontractor will be responsible tour as required in Section H.G. of SWPPP.,
Pfinted 115/2017 Page 8 of 8 BDE 2342a (Rev, U20114)
A separate Notice ot'Intent (NOI) will riot be required for this construction projcct. The Village of Mount
Prospect has filed a Notice ol'Intent for Gcneral Permit for Discharges from a Small Municipal Separate
Stortri Sewer Systems (VIS4S) Linder the National Pollutant Discharge Elimination System Phase 11. 'I"'his
NO[ covers all Village sponsored construction projects. A copy of the Village of taunt Prospect NOI is
maintained on file at the Public Works Department ofthe Village of Mount Prospect.
2017 STREET RESURFACING PROGRAM
LVA I q wAdVols[Dom I! k 1:7:20 a so
PROGRAM LIMITS
SEMINOLE LN
SHA-BONEE TRL (E)
SPRUCEWOOD DR
WHEELING RD
WHITE OAK ST
WILLE ST (S)
WINTERGREENAVE
WOOD LN
lA'.#nDVIBVD7-'
. ................. ",////�/�///////////�//////////// .......... .... ..........
County Cook
Local Public Agency Mo!�!ojs
_EL .2s! . .... .........
Section 17 -00165 -00 -Rs
Route 2017 Resurfaci
Schedule for Single Bid
For complete information covering these items, see plains and specifications)
Item Items
No.
S ecial Excavation
�.4�Base_ �e, T pe
3 Class C Patches, Lype 1, 8"
4 Class C Patchilill
Class D Patches, Type 1, a"
Class 0 Patches, 1 p —1118"
Mix. for Joints, Cracks, & Flangewra'YS
8 Levelin Binder (Machine Method), N50
9 Hot Mix Asphalt Surface Course. Mix "D" N50
10 bit. Mtwi.1 iTak Coal)
11 i Iot Mix asphalt Surface Rernoval, 10"
12 Storm Sewer, Rubber Gasket, Class A, Type
13 Trench Backfill
_14 Comb, Conc. Curb & Gutter Removal & Repla
15 Sidewalk Removal
—716—
PCC Sidewalk 5"
177- ----'-"'----"----
PCC Sidewalk Rem. & Repl
18 Detectable W12,nm2s
—19 PCC Driveway Rem & RepI 6'
20 HMA Driveway Surface Rem & Rep� 31'
.21
_22 f rarnes & Lid!s, type I
23 StrudS "ures to b�,� djusleci
tr�
trudures to be Reconstructed
25 4ilels, Type A, MP Frame, Open Lid
C,
2 6 Catch BasinF s, Type -C, MP , e,
PcWed 113 r i2r) 17
�Im=
. .. . ......... -
Cu Yd—
650
1290
Ton
660
Yd
200
q Yd
140
Sq Yd
500
Sq Yd
1,090
Ton
30
Each
Ton
9,620
T
.9,620
Pound
51,530
.... . ..... . .. .
Sq Yd
14,520
1. 1z' —Foot
—
200
Cu Yd
4W.
cement
Foot
35,530
Sq Ft
1,200
Sq Ft
1'000
Sq Ft68,160
Sq Fl —,-3,270
Sq Yd
2,890
Unit Price
.T. I
MM
MR
BLR: t 2200a (01JO& 4)
Sq Yd
1290
1,290
Each
49
Each
9
-Each
12
ci
.... . ..... . .. .
Earh
------
Page 5.t
MM
MR
BLR: t 2200a (01JO& 4)
........... < -, i —, 1 -1
E:::��_--------,Mrider' s Pr i for makin Entire ImBrovements aLs CL :i ,
lk.�: . .. ...... .
Fl6iAea WIL20117 Pages -2 TAR 12200a (W,10811,1p
Illinois Department
♦ of Transportation
6T =W MOK )M[ti
UNZWRJPIM���
County Cook
Local Public Agency Mount P
Section 17- 65 -00 -RS
Route
(For complete information covering_
thew. items,
see plans
and speactfications)
. . . ......... ... .. . .... .
Items
Unit
Quantity
Unit Price
Totai
No
N
2
160
LL -L—
- _00
3
Class C Patches, type 1, 8"
q Yd
200
a
A A
4
Class C Patches, i e 11, 8'
Sq Yd
140
5
Class 0 Patches,"rype 1, 8"
Sq Yd
100
_6
Class D Patches, lyRE, L1,
Sq Yd
I
7
Mix, to( Joints, Cra�cks,& Flar, �eway�.
—efing —13ind—r, -(Machine
Ton
3
1—tv, Method), N50
Ton
9,620
9
Hot Mix Asphatt Surface Course, Mix "D" N50
Ton
9.620
1L
10
S€k Material (Tack Coat)
Pound
51,530
s- i
11
Hot Mix Asphalt Surface Removal, 3.0"
Sq Yd
114,520
Class A, Type 1, 12"
Foot
200
13
Trench Backfill
_Co`r"_nb
Cu Yd
490
14--
Conc. Curb & Gutter Rernoval & Replacement
Foot
35,530
4
i5
Sidewalk Removai . . ......... . . . . ..... . ....
Sq F1
1,200
16
PCC Sidewalk 5"
SQ "t
1.000
7
PCC SWewalk Rem, 9 Repel 5"
Sq Ft
168,160
16
Detectable
19
PCC Ddveway Rern & Repl 6"
Sq Yd
2"890
20
HMA Driveway Surface Rern dt Repl 3""
So Yd
'l,290
21
Sq Yd
1,290
1
2.2
Frames& Lids rypag 9
Each
48
23
Structures to be Adjusted
Each
128
24
Structures to be Reconstructed
Each
9
L 25
Wets, Type A MP Frame Open idach
....... . .... -_ - -------
E
12
. . ...... .
C, ft
26
Catch BQasiZ, Type -C, MP Frsarne aipen LW_
Pfinlad 113
WO 17'
page" 54
Gi.R: 12200a (01 Wi � 4)
................ --- — -.--- ---- —
ftqp2sW for rnakin � Entire I
V,60ed �I!IL20117 Fage 5-2 k3LH 122M)a (01,108114)
........... �///////m .. .. . ............. . ............. - - ---
m
"
I!
o'
lill
I!
111111
ov
i
ee
m�mmoeoo
am
m