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ClTFY OF
WEST CHICAGO
WHERE HISTORY & PROGRESS MEET
CITY COUNCIL MEETING
MONDAY, MARCH 4, 2019 - 7:00 P.M.
475 MAIN STREET, WEST CHICAGO, ILLINOIS
AGENDA
Call to Order
Pledge of Allegiance to the Flag
Invocation
Roll Call and Establishment of a Quorum
Public Participation
The opportunity to speak to the City Council is provided for those who have a
question or comment on an agenda item or a City of West Chicago issue. The City
Council appreciates hearing from our residents and your thoughts and questions
are valued. The City Council strives to make the best decisions for the City and
public input is very helpful.
Respect for the duties of the City Council and for the democratic process will be
adhered to — in this regard, civility and a sense of decorum will be strictly followed.
All speakers must address their comments to the Mayor. Comments that are
personally condescending will not be permitted. Speakers shall be courteous and
should not make statements that are personally disrespectful to members of the City
Council or City staff.
Please use the podium in the center aisle as the proceedings are videotaped. Please
announce your name and address (if acceptable) before commencing — all public
comments are limited to three (3) minutes and each citizen will be permitted to
speak only once. It is the City Council’s policy not to engage in dialogue during
Public Comment. Any questions raised will be addressed by City staff or an elected
official outside of the City Council meeting.
A. Citizen Award: Sadie Whetstone
City Council Meeting Minutes of February 18, 2019
Corporate Disbursement Report
- March 4, 2019 ($334,361.95)
Ruben Pineda
MAYOR
Nancy M. Smith Michael L. Guttman
CITY CLERK CITY ADMINISTRATOR
475 Main Street T (630) 293-2200
West Chicago, Illinois F (630) 293-3028
60185 www. westchicago.org

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City Council Meeting
March 4, 2019
Page 2 of 2
8. Consent Agenda
e Development Committee:
A. Resolution No. 19-R-0013 - A _ Resolution Approving the Final
Development Plan for Norix — 1 Innovative Drive — DuPage Business
Center.
9. Reports by Committees
10. Unfinished Business
Li; New Business
12. Correspondence and Announcements
Upcoming Meetings
March 5, 2019 Plan Commission/ZBA
March 7, 2019 Infrastructure Committee
March 11, 2019 Development Committee
March 14, 2019 Finance Committee
13. Mayor’s Comments
14. Executive Session
A. Land Acquisition — 5 ILCS 120/2 (C) (5) (6)
B. Litigation — 5 ILCS 120/2 (C) (11)
C. Personnel Matters — 5 ILCS 120/2 (C) (1)
D. Review of Official Record — 5 ILCS 120/2 (C) (21)
15. Items to be Referred for Final Action from Executive Session.
16. Adjournment

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CITY OF WEST CHICAGO — 475 Main Street
CITY COUNCIL MINUTES
Regular Meeting
February 18, 2019
1. Call to Order, Mayor Ruben Pineda called the meeting to order at 7:00 pm. The Mayor
wished to comment on the shooting tragedy that occurred at the Henry Pratt plant in Aurora.
His firm has been doing business there for 27 years. The Mayor wished to have a moment of
silence for the people who were killed: Clayton Parks, Human Resources Director, Trevor
Wehner, NIU student and intern, Russell Beyer, mold operator and union chairman, Vincente
Juarez, storeroom attendant and fork lift operator, and Josh Pinkard, Plant Manager. The
Mayor said he refuses to say the shooter's name. There was one officer from West Chicago
who works with the DuPage County SWAT Team there to help out. The Mayor texted the
Aurora Mayor with condolences from West Chicago and offered whatever services he might
need. Mayor Pineda wants to make sure that we take care of our employees, residents, and
those we love and try to help prevent events like this. The Mayor said they practice active
shooter in his company. He also cited the West Chicago Fire Department's program of
working with other first responders. There then was a moment of silence for the victims.
2. Pledge of Allegiance to the Flag. Alderman Hallett led all in the pledge of allegiance.
3. Invocation. The City Clerk gave the invocation.
4. Roll Call and Establishment of a Quorum.
Roll Call found Aldermen James E. Beifuss, Jr., Heather Brown, Jayme Sheahan, Michael D.
Ferguson, Alton Hallett, Sandy Dimas, Melissa Birch-Ferguson, Matthew E. Garling,
Christopher Swiatek, Jeanne M. Short, Rebecca Stout, and Noreen Ligino-Kubinski present.
Aldermen Lori J. Chassee and Bonnie A. Gagliardi were absent. The Mayor announced a
quorum.
City Clerk Nancy M. Smith was also present.
Also in attendance were City Attorney Sean Conway, Public Works Director Rob Flatter, City
Administrator Michael L. Guttman, Police Commander Julio Calabrese, and Community
Development Director Tom Dabareiner.
5. Public Participation. The following person spoke during Public Participation:
Ed Dieter, 1665 Whispering Oaks Court, West Chicago, spoke about the two burnt out
buildings on Joliet Street. He would like to see them torn down. Mayor Pineda said he will
take care of this matter. Mr. Dieter was also concerned about “clean” fill being trucked into
Kress Creek Farm Park. Because of West Chicago's history with thorium, he wanted to
ensure that the fill was indeed clean, Mr. Dieter was also concerned about the intersection of
Gary's Mill Road and Route 59. Mayor Pineda said there are plans for that intersection which
may include a light. This matter belongs to IDOT, but the City is kept informed.
6. City Council Meeting Minutes — February 4, 2019. Alderman Hallett made a motion,
seconded by Alderman Ferguson, to approve the minutes of February 4, 2019, with no
changes. Voting Aye: Alderman Beifuss, Brown, Sheahan, Ferguson, Hallett, Dimas, Birch-
Ferguson, Garling, Swiatek, Short, Stout, and Ligino-Kubinski.
7. Corporate Disbursement Report. Alderman Dimas made a motion, seconded by
Alderman Swiatek, to approve the February 18, 2019, Corporate Disbursement Report in the
amount of $763,276.43. Voting Aye: Aldermen Beifuss, Brown, Sheahan, Ferguson, Hallett,
Dimas, Birch-Ferguson, Garling, Swiatek, Short, Stout, and Ligino-Kubinski. . Voting Nay: 0.
Motion carried.
8. Consent Agenda — Consideration of an Omnibus Vote.
* Development Committee: Alderman Stout read and explained the following items:
A. Ordinance 19-0-0002 — An Ordinance Granting Special Use Permits to
West Chicago Group LLC for 560 West North Avenue for Used Motor Vehicles Sales and
Related Services
B. Ordinance 19-0-0003 — An Ordinance Approving a Fourth Amendment to
the Outside Storage Special Use for 1200 N. Prince Crossing Road — Forming America, Ltd.
Alderman Stout made a motion, seconded by Alderman Garling, to adopt the above items.
Voting Aye: Aldermen Beifuss, Brown, Sheahan, Ferguson, Hallett, Dimas, Birch-Ferguson,
Garling, Swiatek, Short, Stout, and Ligino-Kubinski. . Voting Nay: 0. Motion carried,

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City of West Chicago
il Mi
February 18, 2019
Page 2
“ Infrastructure Committee: Alderman Beifuss read and explained the following
items:
C. Ordinance 19-0-0005 — An Ordinance Authorizing the Disposal of Sales of
Surplus Equipment, Stock Inventory, and/or Personal Property Owned by the City of West
Chicago
D. Resolution 19-R-0007 — A Resolution Providing for the City's Repair of
State Highways in West Chicago Which are Opened by the City of West Chicago During
Years 2019 thru 2023
E. Resolution 19-R-0010 — A Resolution Authorizing the Mayor to Execute a
Local Agency Agreement for Federal Participation between the Illinois Department of
Transportation and the City of West Chicago for STP Grant Funding for Construction Costs
Related to the Washington Street Reconstruction
F. Resolution 19-R-0011 — A Resolution Authorizing the City Clerk to Execute
an Illinois Department of Transportation Resolution for Improvement Under the Illinois
Highway Code (BLR 09110) for Use of Motor Fuel Tax Funds for the City’s Local Share of
Construction Costs Related to the Washington Street Reconstruction
G. Resolution 19-R-0012 — A Resolution Authorizing the City Clerk to
Execute and Submit, to the Illinois Department of Transportation, the Illinois Department of
Transportation Resolution for Maintenance of Streets and Highways by Municipality Under the
Illinois Highway Code (BLR 14220), and the Illinois Department of Transportation Local Public
Agency General Maintenance Estimate of Maintenance Costs (BLR 1422), for Expenditures
Using Motor Fuel Tax Funds for FY 2019
H. Approve — The Rejection of Bids for the 2019 Forestry Maintenance
Program
|. Approve — Change Order No. 1 and Final for Services Related to the 2018
Wastewater Treatment Plant Roof Replacement Project (for an amount not to exceed
$1,560.00)
J. Approve — The Purchase of One 2019 Ford Escape SE 4WD from Currie
Motors Fleet under the Suburban Purchasing Cooperative Joint Purchasing Program (for an
amount not to exceed $24,329.00)
Alderman Beifuss made a motion, seconded by Alderman Brown, to adopt the above items.
Voting Aye: Aldermen Beifuss, Brown, Sheahan, Ferguson, Hallett, Dimas, Birch-Ferguson,
Garling, Swiatek, Short, Stout, and Ligino-Kubinski.. Voting Nay: 0. Motion carried,
9. Reports by Committees. None
10. Unfinished Business. None
11. New Business. None
12. Correspondence and Announcements.
Upcoming Meetings
- February 19, 2019 Plan Commission/Zoning Board of Appeals (cancelled)
- February 25, 2019 Public Affairs Committee
- February 26, 2019 Historical Preservation Commission
- February 28, 2019 Finance Committee (cancelled)
Alderman Birch-Ferguson displayed the award the City won at the Chamber of Commerce's
annual dinner. Attending were Mayor Pineda, Clerk Smith, Alderman Sheahan and herself.
Alderman Birch-Ferguson also said she attended Gallery Theater's play, “Harvey.” The play
was fantastic. They have two more full weekends of showings and she urged everyone to go
see it, Clerk Smith said she and City Blogger Merle Burleigh were going this Saturday first to
El Coco Loco for dinner and then to the play. Alderman Beifuss might join them and she
invited anyone else that wished to join them.
The City Clerk provided information on the fundraiser sponsored by the Friends of the West
Chicago City Museum and the West Chicago Historical Society entitled, “Becoming Queen
Elizabeth II." The date is March 10, 2019, 1:00 pm at the American Legion, and the cost is

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City of West Chicago
lat Ci i
February 18, 2019
Page 3
$20.00 per person. This includes lunch and entertainment. This will be a great program and
everyone is invited. Mayor Pineda said he went to the one last year which gave the history of
women's undergarments. He said it was a great afternoon with good food
The City Clerk read an article regarding West Chicago Police Detective Robbi Peterson who
participated in the 2019 Law Enforcement Torch Run Polar Plunge, taking a plunge every
hour into Lake Michigan for 24 hours, Funds raised benefit Special Olympics Illinois Law
Enforcement Torch Run. The water was very cold this year and during the last several
plunges, slush was forming on the lake. Detective Peterson said they had a heated tent.
The West Chicago Police Department will again participate in the “Coolest Event of the Year,”
the Law Enforcement Torch Run Polar Plunge into Loon Lake in Silver Springs State Park in
Yorkville. The West Chicago Fraternal Order of Police Lodge 85, captained by Detective
Robbi Peterson, will take the plunge at 1:00 pm on Sunday, March 3, 2019. See Merle
Burleigh's February 20, 2019, column to make a donation.
The Mayor said Detective Peterson is absolutely mad. The Mayor said he does a lot of
things, but he will not do this one. However, he appreciates very much what Detective
Peterson Robbi does and he thanks him for his participation. It is good to keep Special
Olympics in our minds and hearts. The Mayor pointed out that the warm tent is not in Lake
Michigan. The Mayor thanked all the police officers for participating in these events. They do
this every year.
13, Mayor’s Comments. The Mayor said his comments at the beginning of the meeting.
14, Executive Session. There was no executive session.
15. Items to be Referred for Final Action from Executive Session. Not applicable.
16, Adjournment. At 7:27 pm, Alderman Stout made a motion, seconded by Alderman
Dimas, to adjourn. Motion was carried by voice vote.
Respectfully submitted,
a
J)an ot Mn both
mil
Nancy M. S
City Clerk

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CITY OF WEST CHICAGO
CORPORATE DISBURSEMENT REPORT
March 4, 2019
OPERATING ACCOUNT
FUNDED BY:
GENERAL FUND
CAPITAL EQUIPMENT REPLACEMENT FUND
SEWER FUND
WATER FUND
CAPITAL PROJECTS FUND
DOWNTOWN TIF SPECIAL PROJECTS FUND
MISCELLANEOUS DEPOSITS
COMMUTER PARKING FUND
APPROVED BY THE CITY COUNCIL ON:
DATE:
SIGNATURE:
334,361.95
210,087.31
8,147.00
51,512.92
33,448.72
7,934.13
6,122.75
9,000.00
8,109.12

===== PDF PAGE 7 =====
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PENTAMATION - FINANCIAL MANAGEMENT SYSTEM PAGE NUMBER: 1
DATE: 02/28/19 CITY OF WEST CHICAGO ACCTPA21
TIME: 15:05:28 CHECK REGISTER - DISBURSEMENT FUND
SELECTION CRITERIA: transact.batch='’G361' and transact.ck_date='’20190304 00:00:00.000'
ACCOUNTING PERIOD: 2/19
FUND - 40 - OPERATING FUND
CASH ACCT CHECK NO ISSUE DT -------------- VENDOR@<92 sence cen=! DEPT-DIV 2 wen DESCRIPTION- -- SALES TAX AMOUNT
105100 84292 03/04/19 14400 7 LAYER SOLUTIONS, INC 010503 APPLICATION DEVELOPMEN 0.00 1,110.00
105100 84292 03/04/19 14400 7 LAYER SOLUTIONS, INC 053443 APPLICATION DEVELOPMEN 0.00 370.00
105100 84292 03/04/19 14400 7 LAYER SOLUTIONS, INC 063447 APPLICATION DEVELOPMEN 0.00 370.00
TOTAL CHECK 0.00 1,850.00
105100 84293 03/04/19 13637 A.R.S. HVAC SUPPLY, INC 010921 INVOICE #0013247 DATED 0.00 160.69
105100 84294 03/04/19 14771 AHW, LLC 083453 INVOICE #IR06049255A D 0.00 300.00
105100 84295 03/04/19 5384 AIRGAS USA, LLC 010924 INVOICE #9085254140 DA 0.00 133.02
105100 84296 03/04/19 12228 AMERICAN MOBILE STAGING 011030 2019 FOOD FEST STAGE - 0.00 800.00
105100 84297 03/04/19 12365 ANDY FRAIN SERVICES 010613 INVOICE #269412 0.00 11,304.15
105100 84297 03/04/19 12365 ANDY FRAIN SERVICES 010613 INVOICE #269410 0.00 3,122.40
TOTAL CHECK 0.00 14,426.55
105100 84298 03/04/19 15044 ANN WEIS 4300 REFUND - COMMUTER PARK 0.00 52.50
105100 84299 03/04/19 13068 AT&T 010613 SVC 01/14-02/13/19 0.00 68.89
105100 84300 03/04/19 13107 AT & T MOBILITY 063447 svc 01/08-02/07/19 0.00 189.92
105100 84301 03/04/19 3400 AT&T 010921 2/16-3/15/19 0.00 165.87
105100 84301 03/04/19 3400 AT&T 053443 svc 2/10-3/9/19 0.00 535.71
105100 84301 03/04/19 3400 AT&T 063448 Svc 2/16-3/15/19 0.00 262.89
105100 84301 03/04/19 3400 AT&T 010921 svc 2/16-3/15/19 0.00 165.87
105100 84301 03/04/19 3400 AT&T 053443 sve 2/16-3/15/19 0.00 165.87
TOTAL CHECK 0.00 1,296.21
105100 84302 03/04/19 13584 AXON ENTERPRISES, INC 010613 QUOTE: Q-200273-1 0.00 256.00
105100 84302 03/04/19 13584 AXON ENTERPRISES, INC 010613 QUOTE: Q-200273-1 0.00 3,580.00
TOTAL CHECK 0.00 3,836.00
105100 84303 03/04/19 1800 B & F CONSTRUCTION CODE 011029 MISCELLANEOUS PLAN REV 0.00 425.00
105100 84303 03/04/19 1800 B & F CONSTRUCTION CODE 011029 PLAN REVIEW FOR 334 S 0.00 200.00
105100 84303 03/04/19 1800 B & F CONSTRUCTION CODE 011029 INSPECTIONS/PROPERTY M 0.00 14,375.00
TOTAL CHECK 0.00 15,000.00
105100 84304 03/04/19 15015 BAKER TILLY VIRCHOW KRAU 053442 PO#90871-PROF SERVICE 0.00 3,750.00
105100 84305 03/04/19 14784 BRADEN BUSINESS SYSTEMS 011030 KYOCERA MITA MUSEUM CO 0.00 99.15
105100 84306 03/04/19 11977 MERLE BURLEIGH 010208 WEEKLY WEBSITE COLUMN/ 0.00 800.00
105100 84307 03/04/19 12268 CALL ONE o1 SVC 02/15-03/14/19 0.00 46,394.36
105100 84308 03/04/19 6441 CANON BUSINESS SOLUTIONS 063448 INVOICE #162874546 DAT 0.00 10,996.00
105100 84309 03/04/19 13021 CASE LOTS, INC 010921 PO#90877-JANITORIAL S 0.00 310.70
105100 84309 03/04/19 13021 CASE LOTS, INC 010921 INVOICE #7254 DATED 02 0.00 286.80
TOTAL CHECK 0.00 597.50

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PENTAMATION - FINANCIAL MANAGEMENT SYSTEM PAGE NUMBER: 2
DATE: 02/28/19 CITY OF WEST CHICAGO ACCTPA21
TIME: 15:05:28 CHECK REGISTER - DISBURSEMENT FUND
SELECTION CRITERIA: transact.batch='G361' and transact.ck_date='20190304 00:00:00.000'
ACCOUNTING PERIOD: 2/19
FUND - 40 - OPERATING FUND
CASH ACCT CHECK NO ISSUE DT -------------- VENDOR---- --------- DEPT-DIV 2 ==-== DESCRIPTION--~--- SALES TAX AMOUNT
105100 84310 03/04/19 12368 CDS OFFICE TECHNOLOGIES 043439 INVOICE #INV1211976 0.00 5,925.00
105100 84310 03/04/19 12368 CDS OFFICE TECHNOLOGIES 010613 INVOICE #INV1211974 0.00 11,850.00
TOTAL CHECK 0.00 17,775.00
105100 84311 03/04/19 12902 CINTAS FIRE PROTECTION 010921 INVOICE #0F94559129 DA 0.00 61.75
105100 84312 03/04/19 13089 COMCAST 010503 SVvC-2/15-3/14/19 0.00 895.00
105100 84313 03/04/19 13257 COMCAST CABLE 010921 SVC 02/20-3/19/19 0.00 212.44
105100 84313 03/04/19 13257 COMCAST CABLE 010925 SVC 2/27-*3/26/19 0.00 205.24
105100 84313 03/04/19 13257 COMCAST CABLE 010614 SVvC2/19-3/18/19 0.00 86.90
TOTAL CHECK 0.00 504.58
105100 84314 03/04/19 151 COMED 010926 sve 1/18-2/19/19 0.00 3,362.12
105100 84315 03/04/19 152 COMMONWEALTH EDISON 010926 svc 1/15-2/14/19 0.00 826.28
105100 84315 03/04/19 152 COMMONWEALTH EDISON 010208 svc 1/15-2/14/19 0.00 62.28
105100 84315 03/04/19 152 COMMONWEALTH EDISON 433476 svc 1/15-2/14/19 0.00 2,113.07
105100 84315 03/04/19 152 COMMONWEALTH EDISON 053443 sve 1/15-2/14/19 0.00 460.36
105100 84315 03/04/19 152 COMMONWEALTH EDISON 010921 svc 1/15-2/14/19 0.00 276.15
105100 84315 03/04/19 152 COMMONWEALTH EDISON 010926 sve 1/15-2/14/19 0.00 96.86
TOTAL CHECK 0.00 3,835.00
105100 84316 03/04/19 5186 COMMONWEALTH EDISON 083453 PAYMENT TO ESTABLISH E 0.00 1,276.28
105100 84317 03/04/19 5749 COMMUNICATIONS DIRECT 053443 BATTERY 0.00 171.00
105100 84318 03/04/19 15043 CONTROLLED F.O.R.C.E. 010613 CONTROLLED FORCE INSTR 0.00 150.00
105100 84319 03/04/19 2810 CORE & MAIN, LP 063447 WM REP CLAMP -FOREST 0.00 291.10
105100 84320 03/04/19 9911 COUNTY COURT REPORTERS, 010613 INVOICE #124762 0.00 305.00
105100 84321 03/04/19 5166 DETECTION SYSTEMS 433476 INVOICE #A22510 DATED 0.00 164.00
105100 84322 03/04/19 164 DUPAGE MAYORS & MANAGERS 010110 JANUARY 2019 LEGISLATI 0.00 165.00
105100 84323 03/04/19 14796 EBY GRAPHICS 043439 INVOICE #5025 0.00 1,111.00
105100 84323 03/04/19 14796 EBY GRAPHICS 043439 INVOICE #5049 0.00 1,111.00
TOTAL CHECK 0.00 2,222.00
105100 84324 03/04/19 13958 ELITE DOCUMENT SOLUTIONS 010510 KYOCERA 6052CI/5052CI 0.00 209.98
105100 84325 03/04/19 3597 FEDEX CORPORATION 053443 DELIVERY FEES 0.00 26.74
105100 84325 03/04/19 3597 FEDEX CORPORATION 010921 DELIVERY FEES 0.00 19.55
105100 84325 03/04/19 3597 FEDEX CORPORATION 433476 DELIVERY FEES 0.00 19.55
TOTAL CHECK 0.00 65.84
105100 84326 03/04/19 6613 ARLENE FISHER 053443 SUPPORT HOURS PROVIDED 0.00 174.38
105100 84326 03/04/19 6613 ARLENE FISHER 063447 SUPPORT HOURS PROVIDED 0.00 174.37
TOTAL CHECK 0.00 348.75

===== PDF PAGE 9 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM
DATE:
02/28/19
TIME: 15:05:
28
CITY OF WEST CHICAGO
CHECK REGISTER - DISBURSEMENT FUND
SELECTION CRITERIA: transact.batch=’G361‘ and transact.ck_date=‘20190304 00:00:00.000'
ACCOUNTING PERIOD:
2/19
FUND - 40 - OPERATING FUND
CASH ACCT CHECK NO
105100
105100
105100
TOTAL CHECK
105100
105100
105100
105100
105100
105100
105100
105100
TOTAL CHECK
105100
105100
105100
TOTAL CHECK
105100
105100
TOTAL CHECK
105100
105100
105100
105100
105100
105100
105100
105100
105100
TOTAL CHECK
105100
105100
105100
TOTAL CHECK
105100
84327
84327
84327
84328
84329
84330
84330
84330
84330
84330
84330
84331
84332
84332
84333
84333
84334
84335
84336
84337
84338
84339
84340
84341
84341
84342
84342
84342
84343
ISSUE DT
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
03/04/19
4554
4554
4554
3491
14755
2013
2013
2013
2013
2013
2013
12995
561
561
14818
14818
3420
11973
592
14175
15047
14307
14307
14307
14307
11134
11134
11134
13555
FLEET SAFETY SUPPLY
FLEET SAFETY SUPPLY
FLEET SAFETY SUPPLY
FLOLO CORPORATION
GOVTEMPSUSA
GRAINGER
GRAINGER
GRAINGER
GRAINGER
GRAINGER
GRAINGER
GREAT AMERICA LEASING CO
HAGGERTY FORD
HAGGERTY FORD
HAWK FORD
HAWK FORD
ILLINOIS SECRETARY OF ST
ILLINOIS TACTICAL OFFICE
IRMA
IT SAVVY
JOURDAN, JOSEPH K
dP MORGAN CHASE BANK, N.
JP MORGAN CHASE BANK, N.
JP MORGAN CHASE BANK,
JP MORGAN CHASE BANK,
os
JUST SAFETY, LTD.
JUST SAFETY, LTD.
JUST SAFETY, LTD.
JX ENTERPRISES, INC
DEPT-DIV
010925
010925
010925
053443
011028
053443
063448
063447
010921
010921
063448
010613
010925
010925
010925
010925
010613
010613
063447
010613
0100
010613
010613
010613
010613
010613
010924
063448
010925
INVOICE #71916 DATED 0
INVOICE #71917 DATED 0
INVOICE #71918 DATED 0
INVOICE #MD02202019-03
TEMPORARY CITY PLANNER
INVOICE #9084557397 DA
MANUAL MOTOR STARTER
COLD PROTECTION GLOVE
STOCK HVAC FILTERS
REPAIR CLAMP-STOCK
HIGH CAP FILTER-HVAC
INVOICE #24276689
HOSE/KIT #743 PARTS
INVOICE #007113 DATED
INVOICE #12638 DATED 0
INVOICE #12614 DATED 0
RENEWAL OF CONFIDENTIA
INVOICE #6939
PO#90960-DEC DEDUCTIB
INVOICE #24245233
REFUND PAYMENT FOR
SUBPOENA COMPLIANCE FE
SUBPOENA COMPLIANCE FE
WCPD CASE #WC18038198
WCPD CASE #WC18038198
FIRST AID SERVICES
FIRST AID SERVICES
FIRST AID SERVICES
INVOICE #2563373P DATE
SALES TAX
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
PAGE NUM
ACCTPA21
BER:
AMOUNT
270.54
191.97
203.94
666.45
300.00
1,638.00
447.07
181.60
291.30
265.08
65.76
85.44
1,336.25
79.85
17.20
933.44
950.64
78.66
31.95
110.61
101.00
190.00
1,226.76
372.37
50.00
84.89
14.69
82.45
20.65
103.10
33.45
52.85
122.55
208.85
292.89
3

===== PDF PAGE 10 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION — FINANCIAL MANAGEMENT SYSTEM PAGE NUMBER: 4
DATE: 02/28/19 CITY OF WEST CHICAGO ACCTPA21
TIME: 15:05:28 CHECK REGISTER - DISBURSEMENT FUND
SELECTION CRITERIA: transact.batch='G361‘ and transact.ck_date='’20190304 00:00:00.000'
ACCOUNTING PERIOD: 2/19
FUND - 40 - OPERATING FUND
CASH ACCT CHECK NO ISSUE DT -~-----------~ VENDOR} <2 ern DEPT-DIV 0 22 =e === DESCRIPTION---—~--~— SALES TAX AMOUNT
105100 84344 03/04/19 12643 KIMBALL MIDWEST 010925 PO#90886-INV#6808162 0.00 159.58
105100 84345 03/04/19 14376 KLEIN, THORPE & JENKINS, 053442 PO#90872-STATE#200207 0.00 1,888.60
105100 84346 03/04/19 15042 LAGROU PROPERTIES 28 LETTER OF INTENT REFUN 0.00 3,000.00
105100 84347 03/04/19 11340 LAW OFFICES OF JOHN Z TO 011029 CONDUCT ADMINISTRATIVE 0.00 675.00
105100 84347 03/04/19 11340 LAW OFFICES OF JOHN Z TO 010613 CONDUCT ADMIN HEARINGS 0.00 650.00
105100 84347 03/04/19 11340 LAW OFFICES OF JOHN Z TO 010613 CONDUCT ADMIN HEARINGS 0.00 400.00
105100 84347 03/04/19 11340 LAW OFFICES OF JOHN Z TO 010613 CONDUCT ADMIN HEARINGS 0.00 700.00
105100 84347 03/04/19 11340 LAW OFFICES OF JOHN Z TO 010613 CONDUCT ADMIN HEARINGS 0.00 300.00
TOTAL CHECK 0.00 2,725.00
105100 84348 03/04/19 14295 MACCARB, INC 063448 RESOLUTION NO. 18-R-00 0.00 2,588.75
105100 84349 03/04/19 14766 MARQUEZ, ADRIAN 010210 FOOD 0.00 22.47
105100 84350 03/04/19 15045 MARTUS, TOM & JUDY os REFUND OF CREDIT BALAN 0.00 127.73
105100 84351 03/04/19 12678 MATOCHA ASSOCIATES 053445 PO#89220-ARCHITECH SR 0.00 4,375 <42,
105100 84352 03/04/19 5000 MEADE ELECTRIC COMPANY, 083453 INVOICE #686280 DATED 0.00 367.50
105100 84353 03/04/19 13521 MIDAMERICAN TECHNOLOGY, 063447 INVOICE #13183 DATED 0 0.00 413.00
105100 84353 03/04/19 13521 MIDAMERICAN TECHNOLOGY, 053443 INVOICE #13184 DATED 0 0.00 413.00
TOTAL CHECK 0.00 826.00
105100 84354 03/04/19 11129 MOE FUNDS 010501 MOE FUNDS - APR ‘19 0.00 35,041.50
105100 84354 03/04/19 11129 MOE FUNDS 053443 MOE FUNDS - APR ‘19 0.00 8,356.05
105100 84354 03/04/19 11129 MOE FUNDS 063447 MOE FUNDS - APR ‘19 0.00 8,356.05
105100 84354 03/04/19 11129 MOE FUNDS 083453 MOE FUNDS - APR ‘19 0.00 808.65
105100 84354 03/04/19 11129 MOE FUNDS 093454 MOE FUNDS - APR ‘19 0.00 1,347.75
TOTAL CHECK a] 0.00 53,910.00
105100 84355 03/04/19 10925 MISSISSIPPI LIME COMPANY 063448 RESOLUTION NO. 18-R-00 0.00 4,631.38
105100 84356 03/04/19 5366 MONROE TRUCK EQUIPMENT, 010925 INVOICE #324085 DATED 0.00 306.37
105100 84356 03/04/19 5366 MONROE TRUCK EQUIPMENT, 010925 INVOICE #324325 DATED 0.00 2,511.84
TOTAL CHECK 0.00 2,818.21
105100 84357 03/04/19 4735 NAPA AUTO PARTS 010925 FEB CHARGES 0.00 1,001.52
105100 84357 03/04/19 4735 NAPA AUTO PARTS 053443 FEB CHARGES 0.00 7.08
TOTAL CHECK 0.00 1,008.60
105100 84358 03/04/19 14661 NEXTREQUEST CO. 010210 ANNUAL SUBSCRIPTION (4 0.00 8,250.00
105100 84359 03/04/19 11410 NIPAS 010613 INVOICE #12860 0.00 400.00
105100 84359 03/04/19 11410 NIPAS 010613 INVOICE #12861 0.00 1,005.00
TOTAL CHECK 0.00 1,405.00
105100 84360 03/04/19 15048 OFFICE SOLUTIONS, INC 010613 INVOICE #1448 0.00 750.00

===== PDF PAGE 11 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION —- FINANCIAL MANAGEMENT SYSTEM PAGE NUMBER: 5
DATE: 02/28/19 CITY OF WEST CHICAGO ACCTPA21
TIME: 15:05:28 CHECK REGISTER - DISBURSEMENT FUND
SELECTION CRITERIA: transact.batch='G361' and transact.ck_date=’20190304 00:00:00.000'
ACCOUNTING PERIOD: 2/19
FUND - 40 - OPERATING FUND
CASH ACCT CHECK NO ISSUE DT -------------- VENDOR--=- ~—---~---~! DEPT-DIV 2 === DESCRIPTION------ SALES TAX AMOUNT
105100 84360 03/04/19 15048 OFFICE SOLUTIONS, INC 010613 INVOICE #1447 0.00 1,600.00
105100 84360 03/04/19 15048 OFFICE SOLUTIONS, INC 010613 INVOICE #1446 0.00 8,000.00
TOTAL CHECK 0.00 10,350.00
105100 84361 03/04/19 14569 ORKIN 010921 PEST CONTROL INSPECTIO 0.00 175.00
105100 84361 03/04/19 14569 ORKIN 063448 PEST CONTROL INSPECTIO 0.00 70.00
TOTAL CHECK 0.00 245.00
105100 84362 03/04/19 13137 PARAGON MICRO 010613 QUOTE #857960 0.00 851.00
105100 84363 03/04/19 13590 PHALEN CONSULTING, INC 011030 MARCH 2019 OPERATING F 0.00 3,675.00
105100 84363 03/04/19 13590 PHALEN CONSULTING, INC 093454 MARCH 2019 OPERATING F 0.00 3,675.00
TOTAL CHECK 0.00 7,350.00
105100 84364 03/04/19 14077 PUMP SUPPLY INC 053443 INVOICE #65906-01 DATE 0.00 1,685.54
105100 84365 03/04/19 12749 RACK’ M UP EQUIPMENT DIS 010925 INVOICE #50138 DATED 0 0.00 175.00
105100 84366 03/04/19 1053 RANDALL PRESSURE SYSTEMS 010925 PARTS-RESTOCK 0.00 180.34
105100 84366 03/04/19 1053 RANDALL PRESSURE SYSTEMS 010925 O-RING #781 0.00 5.04
105100 84366 03/04/19 1053 RANDALL PRESSURE SYSTEMS 010925 HOSE/COUPLING-RESTOCK 0.00 251.08
105100 84366 03/04/19 1053 RANDALL PRESSURE SYSTEMS 010925 INVOICE #I-24453-0 DAT 0.00 387.50
TOTAL CHECK 0.00 823.96
105100 84367 03/04/19 492 RAY O’HERRON, INC. 010613 INVOICE #1908621-IN 0.00 17.00
105100 84367 03/04/19 492 RAY O’HERRON, INC. 010613 INVOICE #1909792-IN 0.00 144.00
105100 84367 03/04/19 492 RAY O‘HERRON, INC. 010613 INVOICE #1908285-IN 0.00 120.25
105100 84367 03/04/19 492 RAY O’HERRON, INC. 010613 INVOICE #1908287-IN 0.00 94.48
TOTAL CHECK 0.00 375.73
105100 84368 03/04/19 12229 RIN GROUP, INC. 053443 RESOLUTION NO. 18-R-00 0.00 28,919.24
105100 84369 03/04/19 11653 ROSEMARY MACKEY 010208 REIMBURSEMENT FOR PURC 0.00 500.00
105100 84370 03/04/19 15046 SELECT FABRICATORS, INC 010613 INVOICE #11675 0.00 279.74
105100 84371 03/04/19 11249 SIEVERT ELECTRIC SVC 053443 INVOICE #S82078 DATED 0.00 362.00
105100 84372 03/04/19 13623 SNI SOLUTIONS 083453 LIQUID GEOMELT SC-217 0.00 192.40
105100 84372 03/04/19 13623 SNI SOLUTIONS 083453 LIQUID GEOMELT SC-217 0.00 4,702.60
TOTAL CHECK 0.00 4,895.00
105100 84373 03/04/19 1320 STEINER ELECTRIC 053443 CONTACTOR 25 AMP 0.00 209.13
105100 84374 03/04/19 14154 SUBURBAN PROPANE 010924 INVOICE REFERENCE #445 0.00 9.95
105100 84375 03/04/19 12768 SUNSHINE FARM II 093454 2019 FROSTY FEST HORSE 0.00 1,100.00
105100 84376 03/04/19 5706 SUPERIOR POWER WASHING I 010613 INVOICE #3051 0.00 275.00
105100 84376 03/04/19 5706 SUPERIOR POWER WASHING I 010613 INVOICE #3050 0.00 275.00
TOTAL CHECK 0.00 550.00

===== PDF PAGE 12 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM PAGE NUMBER: 6
DATE: 02/28/19 CITY OF WEST CHICAGO ACCTPA21
TIME: 15:05:28 CHECK REGISTER - DISBURSEMENT FUND
SELECTION CRITERIA: transact.batch='G361' and transact.ck_date='20190304 00:00:00.000’
ACCOUNTING PERIOD: 2/19
FUND - 40 - OPERATING FUND
CASH ACCT CHECK NO ISSUE DT -------------- VENDOR---- =-=-------- DEPT-DIV 2 === == DESCRIPTION------ SALES TAX AMOUNT
105100 84377 03/04/19 11730 TECHNIVISTA, INC. 010208 2019 ANNUAL WEBSITE MA 0.00 1,146.00
105100 84378 03/04/19 14738 THE DETROIT SALT COMPANY 010926 PURCHASE OF UP TO 2,60 0.00 2,935.80
105100 84378 03/04/19 14738 THE DETROIT SALT COMPANY 010926 PURCHASE OF UP TO 2,60 0.00 9,450.03
105100 84378 03/04/19 14738 THE DETROIT SALT COMPANY 010926 PURCHASE OF UP TO 2,60 0.00 12,125.28
TOTAL CHECK 0.00 24,511.11
105100 84379 03/04/19 14773 THE RESPONSIVE MAILROOM, 011029 PO#90911-INSPECT FORM 0.00 298.19
105100 84380 03/04/19 11587 TOTAL PARKING SOLUTIONS, 433476 INVOICE #104392 DATED 0.00 5,760.00
105100 84381 03/04/19 15041 TRADITION ASSET MANAGMEN 28 LETTER OF INTENT REFUN 0.00 3,000.00
105100 84382 03/04/19 3349 TRAFFIC CONTROL AND PROT 083453 STREET SIGNS 0.00 286.70
105100 84383 03/04/19 12885 TREBRON COMPANY, INC 010503 LICENSES & ANNUAL MAIN 0.00 5,190.00
105100 84384 03/04/19 14383 ULTRA STROBE COMMUNICATI 010613 INVOICE #075255 0.00 12.95
105100 84385 03/04/19 4406 U.S.A. BLUEBOOK 053443 INVOICE #812356 DATED 0.00 905.77
105100 84385 03/04/19 4406 U.S.A. BLUEBOOK 053443 PUMP STRAINER 0.00 110.65
105100 84385 03/04/19 4406 U.S.A. BLUEBOOK 053443 BROAD BLADE PRY BAR’ 0.00 257.70
TOTAL CHECK 0.00 1,274.12
105100 84386 03/04/19 15049 USEINOVSKI, XHYNET 0100 REFUND PARING TICKET # 0.00 70.00
105100 84387 03/04/19 15040 VERDANT HOLDINGS, LLC 28 LETTER OF INTENT FOR 1 0.00 3,000.00
105100 84388 03/04/19 4207 VERIZON WIRELESS 010210 svc 1/7-2/6/19 0.00 38.01
105100 84388 03/04/19 4207 VERIZON WIRELESS 010504 svc 1/7-2/6/19 0.00 38.01
105100 84388 03/04/19 4207 VERIZON WIRELESS 010502 svc 1/7-2/6/19 0.00 38.01
105100 84388 03/04/19 4207 VERIZON WIRELESS 010503 sve 1/7-2/6/19 0.00 38.01
105100 84388 03/04/19 4207 VERIZON WIRELESS 010110 svc 1/7-2/6/19 0.00 38.01
105100 84388 03/04/19 4207 VERIZON WIRELESS 010613 sve 1/7-2/6/19 0.00 1,491.25
105100 84388 03/04/19 4207 VERIZON WIRELESS 053443 svc 1/10-2/9/19 0.00 494.19
105100 84388 03/04/19 4207 VERIZON WIRELESS 010614 svc 1/7-2/6/19 0.00 76.02
TOTAL CHECK 0.00 2,251.51
105100 84389 03/04/19 5980 WALSH, KNIPPEN, KNIGHT & 010501 INVOICE 21057 CS COMMI 0.00 105.00
105100 84390 03/04/19 13109 WATER RESOURCES, INC 063447 INVOICE #32921 DATED 0 0.00 2,700.00
105100 84390 03/04/19 13109 WATER RESOURCES, INC 063447 INVOICE #32930 DATED 0 0.00 497.61
TOTAL CHECK 0.00 3,197.61
105100 84391 03/04/19 308 WEST CHICAGO PRINTING 010613 INVOICE #42087 0.00 94.00
TOTAL CASH ACCOUNT 0.00 334,361.95
TOTAL FUND 0.00 334,361.95
TOTAL REPORT 0.00 334,361.95

===== PDF PAGE 13 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM
DATE: 02/28/19
TIME: 14:46:06
CITY OF WEST CHICAGO
CASH REQUIREMENTS BILL LIST
SELECTION CRITERIA: payable.due_date between ‘20190303 00:00:00.000’ and ‘20190304 00:00:00.000'
PAYMENT TYPE: CHECKS ONLY
FUND - 01 - GENERAL FUND
DEPT-DIV ACCOUNT - -TITLE--
01 226900 SUSPENSE
TOTAL GENERAL FUND
0100 352000 ‘CC’ FINES PD AT
0100 354600 COMPLIANCE FINES
TOTAL GENERAL FUND REVENUES
010110 4650
010110 4720
MISCELLANEOUS CO
OTHER CHARGES
TOTAL CITY COUNCIL-OPERATIONS
010208 4204 ELECTRIC
010208 4225 OTHER CONTRACTUA
010208 4225 OTHER CONTRACTUA
010208 4225 OTHER CONTRACTUA
TOTAL CITY ADMIN-MARKET/COMM
010210 4125 SOFTWARE MAINTEN
010210 4202 TELEPHONE & ALAR
010210 4650 MISCELLANEOUS CO
TOTAL CITY ADMIN-ADMIN
010501 4053
010501 4100
HEALTH/DENTAL/LI
LEGAL FEES
TOTAL ADMIN SERVICES-HR
010502 4202 TELEPHONE & ALAR
TOTAL ADMIN SERVICES-ACCTG
010503 4109 NETWORK CHARGES
010503 4125 SOFTWARE MAINTEN
010503 4202 TELEPHONE & ALAR
010503 4225 OTHER CONTRACTUA
TOTAL ADMIN SERVICES-IT
010504 4202 TELEPHONE & ALAR
TOTAL ADMIN SERVICES-GIS
010510 4600 COMPUTER/OFFICE
RUN DATE 02/28/2019 TIME 14:46:07
12268
15049
15047
164
4207
152
11653
11730
11977
14661
4207
14766
11129
5980
4207
13089
12885
4207
14400
4207
13958
-VENDOR- - P.O.'S INVOICE
CALL ONE
USEINOVSKI, XHYNET
JOURDAN, JOSEPH K
00090925-01 REFUND
00090924-01 REFUND
DUPAGE MAYORS & MANAG 00090848-01 10651
VERIZON WIRELESS 980505522
COMMONWEALTH EDISON
ROSEMARY MACKEY
TECHNIVISTA, INC.
MERLE BURLEIGH
VARIOUS
00090870-01 REIMB
00090869-01 WC190209
00090459-01 MARCH-19
NEXTREQUEST CO.
VERIZON WIRELESS
MARQUEZ, ADRIAN
00090873-01 1271
980505522
00090849-01 REIMBURSE
MOE FUNDS
WALSH, KNIPPEN, KNIGH 00090850-01 21057
VERIZON WIRELESS 980505522
COMCAST 76692853
TREBRON COMPANY, INC 00090686-01 75453
VERIZON WIRELESS 980505522
7 LAYER SOLUTIONS, IN 00090941-01 3457
VERIZON WIRELESS
980505522
ELITE DOCUMENT SOLUTI 00090942-01 6307
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM
BATCH
1210244-1125G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
G361
PAGE NUMBER:
ACCTPAY1
1
‘ACCOUNTING PERIOD: 2/19
SALES TAX
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
AMOUNT
46394.36
46394 .36
70.00
50.00
120.00
165.00
38.01
203.01
62.28
500.00
1146.00
800.00
2508.28
8250.00
38.01
22.47
8310.48
35041.50
105.00
35146.50
38.01
38.01
995.00
5190.00
38.01
1110.00
7333.01
38.01
38.01
209.98

===== PDF PAGE 14 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM
DATE: 02/28/19
TIME: 14:
46:06
CITY OF WEST CHICAGO
CASH REQUIREMENTS BILL LIST
SELECTION CRITERIA: payable.due_date between ‘20190303 00:00:00.000’ and ’20190304 00:00:00.000’
PAYMENT TYPE: CHECKS ONLY
FUND - 01 - GENERAL FUND
DEPT-DIV
ACCOUNT ------' TITLE------ <2 n ‘VENDOR------------ P.0.’S
TOTAL ADMIN SERVICES-ADMIN
010613 4100 LEGAL FEES 11340 LAW OFFICES OF JOHN Z 00090856-01
010613 4100 LEGAL FEES 11340 LAW OFFICES OF JOHN Z 00090860-01
010613 4100 LEGAL FEES 11340 LAW OFFICES OF JOHN Z 00090860-02
010613 4100 LEGAL FEES 11340 LAW OFFICES OF JOHN Z 00090865-01
010613 4110 TRAINING & TUITI 11973 ILLINOIS TACTICAL OFF 00090854-01
010613 4110 TRAINING & TUITI 15043 CONTROLLED F.O.R.C.E. 00090858-01
010613 4112 MEMBERSHIPS/DUES 11410 NIPAS 00090867-01
010613 4112 MEMBERSHIPS/DUES 11410 NIPAS 00090867-02
010613 4211 PRINTING & BINDI 308 WEST CHICAGO PRINTING 00090920-01
010613 4225 OTHER CONTRACTUA 13068 AT&T
010613 4225 OTHER CONTRACTUA 4207 VERIZON WIRELESS
010613 4225 OTHER CONTRACTUA 9911 COUNTY COURT REPORTER 00090916-01
010613 4230 GRAFFITI REMOVAL 5706 SUPERIOR POWER WASHIN 00090857-01
010613 4230 GRAFFITI REMOVAL 5706 SUPERIOR POWER WASHIN 00090922-01
010613 4231 RECEPTION SUPPOR 12365 ANDY FRAIN SERVICES 00090864-01
010613 4232 CROSSING GUARD-C 12365 ANDY FRAIN SERVICES 00090864-02
010613 4423 RADIO/RADAR EQUI 14383 ULTRA STROBE COMMUNIC 00090852-01
010613 4501 POSTAL METER REN 12995 GREAT AMERICA LEASING 00090866-01
010613 4502 COPIER FEES 14175 IT SAVVY 00090863-01
010613 4601 FIELD EQUIPMENT 12368 CDS OFFICE TECHNOLOGI 00090917-02
010613 4601 FIELD EQUIPMENT 13137 PARAGON MICRO 00090742-01
010613 4601 FIELD EQUIPMENT 15046 SELECT FABRICATORS, I 00090923-01
010613 4615 UNIFORMS/SAFETY 492 RAY O’HERRON, INC. 00090853-01
010613 4615 UNIFORMS/SAFETY 492 RAY O'HERRON, INC. 00090853-02
010613 4615 UNIFORMS/SAFETY 492 RAY O’HERRON, INC. 00090855-01
010613 4615 UNIFORMS/SAFETY 492 RAY O‘HERRON, INC. 00090862-01
010613 4616 VEHICLE LICENSE 3420 ILLINOIS SECRETARY OF 00090926-01
010613 4617 FIRST AID SUPPLI 11134 JUST SAFETY, LTD.
010613 4618 AMMUNITION/FIREA 13584 AXON ENTERPRISES, INC 00090736-01
010613 4618 AMMUNITION/FIREA 13584 AXON ENTERPRISES, INC 00090736-01
010613 4650 MISCELLANEOUS CO 14307 JP MORGAN CHASE BANK, 00090859-01
010613 4650 MISCELLANEOUS CO 14307 JP MORGAN CHASE BANK, 00090859-02
010613 4650 MISCELLANEOUS CO 14307 JP MORGAN CHASE BANK, 00090861-01
010613 4650 MISCELLANEOUS CO 14307 JP MORGAN CHASE BANK, 00090921-01
010613 4806 OTHER CAPITAL OU 15048 OFFICE SOLUTIONS, INC 00090927-01
010613 4806 OTHER CAPITAL OU 15048 OFFICE SOLUTIONS, INC 00090927-02
010613 4806 OTHER CAPITAL OU 15048 OFFICE SOLUTIONS, INC 00090927-03
TOTAL POLICE-OPERATIONS
010614 4202 TELEPHONE & ALAR 13257 COMCAST CABLE
010614 4225 OTHER CONTRACTUA 4207 VERIZON WIRELESS
TOTAL POLICE-ESDA
010921 4204 ELECTRIC 152 COMMONWEALTH EDISON
010921 4225 OTHER CONTRACTUA 12902 CINTAS FIRE PROTECTIO 00090885-01
RUN DATE 02/28/2019 TIME 14:46:07
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM
INVOICE
RED LT CONTEG361
RED LT HEAR G361
TOW/SZ/PRK/CG361
LOCAL ORD VIG361
6939 G361
REGISTRATIONG361
12861 G361
12860 G361
42087 G361
114559150 G361
980505522 G361
124762 G361
3050 G361
3051 G361
269412 G361
269410 G361
075255 G361
24276689 G361
24245233 G361
INV1211974 G361
857960 G361
11675 G361
1908285-IN G361
1908287-IN G361
1908621-IN G361
1909792-IN G361
CONF PLATES G361
32160 G361
SI-1576649 G361
SI-1575429 G361
WC-18038198 G361
WC-18038198 G361
WC18022953 G361
WC18027121 G361
1448 G361
1447 G361
1446 G361
877120038024G361
980505522 G361
VARIOUS G361
OF94559129 G361
BATCH
PAGE NUMBER:
ACCTPAY1
ACCOUNTING PERIOD: 2/19
SALES TAX
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
2
AMOUNT
209.98
300.00
400.00
700.00
650.00
190.00
150.00
400.00
1005.00
94.00
68.89
1491.25
305.00
275.00
275.00
11304.15
3122.40
12.95
79.85
372.37
11850.00
851.00
279.74
120.25
94.48
17.00
144.00
101.00
33.45
256.00
3580.00
82.45
20.65
14.69
84.89
750.00
1600.00
8000.00
49075.46
86.90
76.02
162.92
276.15
61.75

===== PDF PAGE 15 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION — FINANCIAL MANAGEMENT SYSTEM PAGE NUMBER: 3
DATE: 02/28/19 CITY OF WEST CHICAGO ACCTPAY1
TIME: 14:46:06 CASH REQUIREMENTS BILL LIST ACCOUNTING PERIOD: 2/19
SELECTION CRITERIA: payable.due_date between ‘20190303 00:00:00.000' and ‘20190304 00:00:00.000'
PAYMENT TYPE: CHECKS ONLY
FUND - 01 - GENERAL FUND
DEPT-DIV ACCOUNT ------' TITLE------ ------~-~--- VENDOR-—---------- P.0.'S INVOICE BATCH SALES TAX AMOUNT
010921 4225 OTHER CONTRACTUA 13257 COMCAST CABLE 877120038010G361 0.00 212.44
010921 4225 OTHER CONTRACTUA 14569 ORKIN 00090949-01 014305021903G361 0.00 175.00
010921 4225 OTHER CONTRACTUA 3400 AT&T VARIOUS G361 0.00 165.87
010921 4225 OTHER CONTRACTUA 3400 AT&T VARIOUS G361 0.00 165.87
010921 4650 MISCELLANEOUS CO 13021 CASE LOTS, INC 006005 G361 0.00 310.70
010921 4650 MISCELLANEOUS CO 13021 CASE LOTS, INC 00090884-01 7254 G361 0.00 286.80
010921 4650 MISCELLANEOUS CO 13637 A.R.S. HVAC SUPPLY, I 00090882-01 0013247 G361 0.00 160.69
010921 4650 MISCELLANEOUS CO 2013 GRAINGER 901789010389G361 0.00 265.08
010921 4650 MISCELLANEOUS CO 2013 GRAINGER 9078685964 G361 0.00 65.76
010921 4650 MISCELLANEOUS CO 3597 FEDEX CORPORATION 6-452-48237 G361 0.00 19..55
TOTAL PUBLIC WORKS-MUN PROP 0.00 2165.66
010924 4615 UNIFORMS /SAFETY 11134 JUST SAFETY, LTD. 32159 G361 0.00 52.85
010924 4650 MISCELLANEOUS CO 14154 SUBURBAN PROPANE 00090957-01 44551 G361 0.00 9.95
010924 4650 MISCELLANEOUS CO 5384 AIRGAS USA, LLC 00090891-01 9085254140 G361 0.00 133.02
TOTAL PUBLIC WORKS-R & B 0.00 195.82
010925 4202 TELEPHONE & ALAR 13257 COMCAST CABLE 877120038024G361 0.00 205.24
010925 4400 VEHICLE REPAIR 561 HAGGERTY FORD 00090893-01 Q07113 G361 0.00 933.44
010925 4603 PARTS FOR VEHICL 1053 RANDALL PRESSURE SYST I-24324-0 G361 0.00 180.34
010925 4603 PARTS FOR VEHICL 1053 RANDALL PRESSURE SYST I-24336+0 G361 0.00 5.04
010925 4603 PARTS FOR VEHICL 1053 RANDALL PRESSURE SYST 1-24323-0 G361 0.00 251.08
010925 4603 PARTS FOR VEHICL 12643 KIMBALL MIDWEST 6808162 G361 0.00 159.58
010925 4603 PARTS FOR VEHICL 12749 RACK’ M UP EQUIPMENT 00090950-01 50138 G361 0.00 175.00
010925 4603 PARTS FOR VEHICL 13555 JX ENTERPRISES, INC 00090890-01 2563373P G361 0.00 292.89
010925 4603 PARTS FOR VEHICL 14818 HAWK FORD 00090889-01 12638 G361 0.00 78.66
010925 4603 PARTS FOR VEHICL 14818 HAWK FORD 00090889-02 12614 G361 0.00 31.95
010925 4603 PARTS FOR VEHICL 4554 FLEET SAFETY SUPPLY 00090887-01 71916 G361 0.00 270.54
010925 4603 PARTS FOR VEHICL 4554 FLEET SAFETY SUPPLY 00090887-02 71917 G361 0.00 191.97
010925 4603 PARTS FOR VEHICL 4554 FLEET SAFETY SUPPLY 00090887-03 71918 G361 0.00 203.94
010925 4603 PARTS FOR VEHICL 4735 NAPA AUTO PARTS VARIOUS-FEB G361 0.00 1001.52
010925 4603 PARTS FOR VEHICL 5366 MONROE TRUCK EQUIPMEN 00090888-01 324085 G361 0.00 306.37
010925 4603 PARTS FOR VEHICL 5366 MONROE TRUCK EQUIPMEN 00090894-01 324325 G361 0.00 2511.84
010925 4603 PARTS FOR VEHICL 561 HAGGERTY FORD 1633925 G361 0.00 17.20
010925 4604 TOOLS & EQUIPMEN 1053 RANDALL PRESSURE SYST 00090897-01 I-24453-0 G361 0.00 387.50
TOTAL PUBLIC WORKS-MAINT GAR 0.00 7204.10
010926 4204 ELECTRIC 151 COMED 0923084066 G361 0.00 3362.12
010926 4204 ELECTRIC 152 COMMONWEALTH EDISON 0423168236 G361 0.00 96.86
010926 4204 ELECTRIC 152 COMMONWEALTH EDISON VARIOUS G361 0.00 826.28
010926 4670 ROCK SALT 14738 THE DETROIT SALT COMP 00089181-01 81075 G361 0.00 2935.80
010926 4670 ROCK SALT 14738 THE DETROIT SALT COMP 00089181-01 80929 G361 0.00 9450.03
010926 4670 ROCK SALT 14738 THE DETROIT SALT COMP 00089181-01 80550 G361 0.00 12125.28
TOTAL MOTOR FUEL TAX 0.00 28796 .37
RUN DATE 02/28/2019 TIME 14:46:07 PENTAMATION — FINANCIAL MANAGEMENT SYSTEM

===== PDF PAGE 16 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION — FINANCIAL MANAGEMENT SYSTEM PAGE NUMBER: 4
DATE: 02/28/19 CITY OF WEST CHICAGO ACCTPAY1
TIME: 14:46:06 CASH REQUIREMENTS BILL LIST ACCOUNTING PERIOD: 2/19
SELECTION CRITERIA: payable.due_ date between ‘20190303 00:00:00.000' and ‘20190304 00:00:00.000'
PAYMENT TYPE: CHECKS ONLY
FUND - 01 - GENERAL FUND
DEPT-DIV ACCOUNT —- ---VENDOR-— P.0.'S INVOICE BATCH SALES TAX AMOUNT
011028 4225 OTHER CONTRACTUA 14755 GOVTEMPSUSA 00090915-01 2720452 G361 0.00 1638.00
TOTAL COM DEV-PLANNING 0.00 1638.00
011029 4100 LEGAL FEES 11340 LAW OFFICES OF JOHN Z 00090913-01 MUN BLD VIO G361 0.00 675.00
011029 4113 ENFORCEMENT & IN 1800 B & F CONSTRUCTION CO 00090908-01 50845 G361 0.00 14375.00
011029 4120 PLAN REVIEW 1800 B & F CONSTRUCTION CO 00090906-01 11043 G361 0.00 425.00
011029 4120 PLAN REVIEW 1800 B & F CONSTRUCTION CO 00090907-01 50808 G361 0.00 200.00
011029 4211 PRINTING & BINDI 14773 THE RESPONSIVE MAILRO 25070 G361 0.00 298.19
TOTAL COM DEV-BUILDING & CODE 0.00 15973.19
011030 4225 OTHER CONTRACTUA 13590 PHALEN CONSULTING, IN 00090912-01 73 G361 0.00 3675.00
011030 4502 COPIER FEES 14784 BRADEN BUSINESS SYSTE 00090914-01 542687 G361 0.00 99.15
011030 4680 SPECIAL EVENTS 12228 AMERICAN MOBILE STAGI 00090909-01 2019 FOODFESG361 0.00 800.00
TOTAL COM DEV-MUSEUM 0.00 4574.15
TOTAL FUND 0.00 210087.31
RUN DATE 02/28/2019 TIME 14:46:07 PENTAMATION - FINANCIAL MANAGEMENT SYSTEM

===== PDF PAGE 17 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION — FINANCIAL MANAGEMENT SYSTEM PAGE NUMBER: 5
DATE: 02/28/19 CITY OF WEST CHICAGO ACCTPAY1
TIME: 14:46:06 CASH REQUIREMENTS BILL LIST ACCOUNTING PERIOD: 2/19
SELECTION CRITERIA: payable.due_date between ‘20190303 00:00:00.000' and ‘20190304 00:00:00.000'
PAYMENT TYPE: CHECKS ONLY
FUND - 04 - CAPITAL EQUIP. REPLACE
DEPT-DIV ACCOUNT --- P.O.'S INVOICE BATCH SALES TAX AMOUNT
043439 4804 VEHICLES 12368 CDS OFFICE TECHNOLOGI 00090917-01 1211976 G361 0.00 5925.00
043439 4804 VEHICLES 14796 EBY GRAPHICS 00090919-01 5025 G361 0.00 1111.00
043439 4804 VEHICLES 14796 EBY GRAPHICS 00090919-02 5025 G361 0.00 1111.00
TOTAL CAPITAL EQUIPMENT REPLACE 0.00 8147.00
TOTAL FUND 0.00 8147.00
RUN DATE 02/28/2019 TIME 14:46:07 PENTAMATION - FINANCIAL MANAGEMENT SYSTEM

===== PDF PAGE 18 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM
DATE: 02/28/19
TIME: 14:46:06
CITY OF WEST CHICAGO
CASH REQUIREMENTS BILL LIST
PAGE NUMBER:
ACCTPAY1
ACCOUNTING PERIOD:
SELECTION CRITERIA: payable.due_ date between '20190303 00:00:00.000' and ‘20190304 00:00:00.000'
PAYMENT TYPE: CHECKS ONLY
FUND - 05 - SEWER FUND
DEPT-DIV
os
TOTAL SEWER FUND
053442
053442
TOTAL SEWER-WWTR
053443
053443
053443
053443
053443
053443
053443
053443
053443
053443
053443
053443
053443
053443
053443
053443
053443
053443
053443
053443
TOTAL SEWER-SANITARY COLLECTION
053445
ACCOUNT -----—' TITLE------ ------------ ‘VENDOR:
224601 UNADJUSTED CREDI 15045
4100 LEGAL FEES 14376
4105 CONSULTANTS 15015
TREATMENT
4053 HEALTH/DENTAL/LI 11129
4110 TRAINING & TUITI 3491
4202 TELEPHONE & ALAR 3400
4202 TELEPHONE & ALAR 4207
4204 ELECTRIC 152
4225 OTHER CONTRACTUA 14400
4225 OTHER CONTRACTUA 3400
4225 OTHER CONTRACTUA 6613
4402 LIFT STATION REP 11249
4604 TOOLS & EQUIPMEN 2013
4604 TOOLS & EQUIPMEN 4406
4604 TOOLS & EQUIPMEN 4406
4604 TOOLS & EQUIPMEN 4406
4613 POSTAGE 3597
4630 PARTS-LIFT STATI 1320
4630 PARTS-LIFT STATI 14077
4630 PARTS-LIFT STATI 4735
4650 MISCELLANEOUS CO 13521
4650 MISCELLANEOUS CO 5749
4806 OTHER CAPITAL OU 12229
4225 OTHER CONTRACTUA 12678
TOTAL SEWER PLANT EQUIP REPLACE
TOTAL FUND
RUN DATE 02/28/2019 TIME 14:46:07
MARTUS, TOM & JUDY
KLEIN, THORPE & JENKI
BAKER TILLY VIRCHOW K
MOE FUNDS
FLOLO CORPORATION
AT&T
VERIZON WIRELESS
COMMONWEALTH EDISON
7 LAYER SOLUTIONS,
AT&T
ARLENE FISHER
IN
SIEVERT ELECTRIC SVC
GRAINGER
U.S.A. BLUEBOOK
U.S.A. BLUEBOOK
U.S.A. BLUEBOOK
FEDEX CORPORATION
STEINER ELECTRIC
PUMP SUPPLY INC
NAPA AUTO PARTS
MIDAMERICAN TECHNOLOG
COMMUNICATIONS DIRECT
RJN GROUP, INC.
MATOCHA ASSOCIATES
00090868-01
00090901-01
00090941-01
00090959-01
00090898-01
00090880-01
00090903-01
00090902-01
00090881-02
00090163-01
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM
INVOICE BATCH SALES TAX
REFUND CRED G361 0.00
0.00
200207 G361 0.00
BT1346903 G361 0.00
0.00
G361 0.00
MD02202019-0G361 0.00
VARIOUS G361 0.00
342030672 G361 0.00
VARIOUS G361 0.00
3457 G361 0.00
VARIOUS G361 0.00
24 G361 0.00
S82078 G361 0.00
823618186 G361 0.00
811372 G361 0.00
810662 G361 0.00
812356 G361 0.00
6-452-48237 G361 0.00
$006267111.0G361 0.00
65906-01 G361 0.00
VARIOUS-FEB G361 0.00
13184 G361 0.00
IN151112 G361 0.00
32720103 G361 0.00
0.00
6-A G361 0.00
0.00
0.00
6
2/19
AMOUNT
127.73
127.73
1888.60
3750.00
5638.60
8356.05
300.00
535.71
494.19
460.36
370.00
165.87
174.38
362.00
447.07
110.65
257.70
905.77
26.74
209.13
1685.54
7.08
413.00
171.00
28919.24
44371.48
1375.11
1375.11
51512.92

===== PDF PAGE 19 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM PAGE NUMBER: 7
DATE: 02/28/19 CITY OF WEST CHICAGO ACCTPAY1
TIME: 14:46:06 CASH REQUIREMENTS BILL LIST ACCOUNTING PERIOD: 2/19
SELECTION CRITERIA: payable.due_date between ‘20190303 00:00:00.000’ and ‘20190304 00:00:00.000'
PAYMENT TYPE: CHECKS ONLY
FUND - 06 - WATER FUND
DEPT-DIV ACCOUNT -----~' TITLE------ ------------ -VENDOR-----------— P.0.’S INVOICE BATCH SALES TAX AMOUNT
063447 4053 HEALTH/DENTAL/LI 11129 MOE FUNDS G361 0.00 8356.05
063447 4202 TELEPHONE & ALAR 13107 AT & T MOBILITY 218724054518G361 0.00 189.92
063447 4225 OTHER CONTRACTUA 14400 7 LAYER SOLUTIONS, IN 00090941-01 3457 G361 0.00 370.00
063447 4225 OTHER CONTRACTUA 6613 ARLENE FISHER 00090959-01 24 G361 0.00 174.37
063447 4301 OTHER INSURANCE 592 IRMA DEC DEDUCTIBG361 0.00 1226.76
063447 4615 UNIFORMS/SAFETY 2013 GRAINGER 9078438448 G361 0.00 291.30
063447 4621 PARTS & EQUIPMEN 2810 CORE & MAIN, LP KO089806 G361 0.00 291.10
063447 4641 WATER METERS/PAR 13109 WATER RESOURCES, INC 00090899-01 32921 G361 0.00 2700.00
063447 4641 WATER METERS/PAR 13109 WATER RESOURCES, INC 00090899-02 32930 G361 0.00 497.61
063447 4650 MISCELLANEOUS CO 13521 MIDAMERICAN TECHNOLOG 00090881-01 13183 G361 0.00 413.00
TOTAL WATER-PRODUCTION/DIST 0.00 14510.11
063448 4202 TELEPHONE & ALAR 3400 AT&T VARIOUS G361 0.00 262.89
063448 4225 OTHER CONTRACTUA 14569 ORKIN 00090949-01 014305021903G361 0.00 70.00
063448 4430 WTP OPERATIONS R 2013 GRAINGER 9286514842 G361 0.00 181.60
063448 4502 COPIER FEES 6441 CANON BUSINESS SOLUTI 00090905-01 162874546 G361 0.00 10996.00
063448 4615 UNIFORMS/SAFETY 11134 JUST SAFETY, LTD. 32155 G361 0.00 122.55
063448 4624 PARTS-BUILDING R 2013 GRAINGER 9078193605 G361 0.00 85.44
063448 4626 CHEMICALS 10925 MISSISSIPPI LIME COMP 00090631-01 1419845 G361 0.00 4631.38
063448 4626 CHEMICALS 14295 MACCARB, INC 00090632-01 105A-000869 G361 0.00 2588.75
TOTAL WATER-TREATMENT PLANT OP 0.00 18938.61
TOTAL FUND 0.00 33448.72
RUN DATE 02/28/2019 TIME 14:46:07 PENTAMATION — FINANCIAL MANAGEMENT SYSTEM

===== PDF PAGE 20 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM
DATE: 02/28/19
TIME: 14:
46:06
CITY OF WEST CHICAGO
CASH REQUIREMENTS BILL LIST
SELECTION CRITERIA: payable.due_ date between ‘20190303 00:00:00.000’ and ‘20190304 00:00:00.000'
PAYMENT TYPE: CHECKS ONLY
FUND - 08 - CAPITAL PROJECTS FUND
DEPT-DIV
083453
083453
083453
083453
083453
083453
083453
4053
4226
4611
4611
4807
4817
4872
TOTAL CAPITAL PROJECTS
TOTAL FUND
o----- TITLE------ ----~--------VENDOR------------ P.0.'S
HEALTH/DENTAL/LI 11129 MOE FUNDS
TRAFFIC SIGNAL M 5000 MEADE ELECTRIC COMPAN 00090896-01
ICE CONTROL MATE 13623 SNI SOLUTIONS 00090035-01
ICE CONTROL MATE 13623 SNI SOLUTIONS 00090553-01
STREET IMPROVEME 5186 COMMONWEALTH EDISON 00090948-01
SALT STORAGE FAC 14771 AHW, LLC 00090892-01
ROW MATERIALS 3349 TRAFFIC CONTROL AND P
RUN DATE 02/28/2019 TIME 14:46:07
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM
INVOICE
686280
139151
139151
202 ANN
106049255A
100120
BATCH
G361
G361
G361
G361
G361
G361
G361
0.
oO.
0.
0.
0.
0.
oO.
0
0)
PAGE NUMBER:
ACCTPAY1
ACCOUNTING PERIOD: 2/19
SALES TAX
00
00
00
00
00
00
00
-00
-00
AMOUNT
808.65
367.50
192.40
4702.60
1276.28
300.00
286.70
7934.13
7934.13

===== PDF PAGE 21 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION — FINANCIAL MANAGEMENT SYSTEM PAGE NUMBER: 9
DATE: 02/28/19 CITY OF WEST CHICAGO ACCTPAY1
TIME: 14:46:06 CASH REQUIREMENTS BILL LIST ACCOUNTING PERIOD: 2/19
SELECTION CRITERIA: payable.due_date between ‘20190303 00:00:00.000’ and ‘20190304 00:00:00.000'
PAYMENT TYPE: CHECKS ONLY
FUND - 09 - DOWNTOWN TIF SPEC PROJ
DEPT-DIV ACCOUNT -----~' TITLE------ ----<----= ==" VENDOR-~---------— P.0.'S INVOICE BATCH SALES TAX AMOUNT
093454 4053 HEALTH/DENTAL/LI 11129 MOE FUNDS G361 0.00 1347.75
093454 4225 OTHER CONTRACTUA 13590 PHALEN CONSULTING, IN 00090912-01 73 G361 0.00 3675.00
093454 4680 SPECIAL EVENTS 12768 SUNSHINE FARM II 00090910-01 2019 FROSTFEG361 0.00 1100.00
TOTAL DOWNTOWN TIF 0.00 6122.75
TOTAL FUND 0.00 6122.75
RUN DATE 02/28/2019 TIME 14:46:07 PENTAMATION - FINANCIAL MANAGEMENT SYSTEM

===== PDF PAGE 22 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION -— FINANCIAL MANAGEMENT SYSTEM PAGE NUMBER: 10
DATE: 02/28/19 CITY OF WEST CHICAGO ACCTPAY1
TIME: 14:46:06 CASH REQUIREMENTS BILL LIST ACCOUNTING PERIOD: 2/19
SELECTION CRITERIA: payable.due_date between ‘20190303 00:00:00.000’ and ‘20190304 00:00:00.000°
PAYMENT TYPE: CHECKS ONLY
FUND - 28 - MISCELLANEOUS DEPOSITSIN
DEPT-DIV ACCOUNT ------' TITLE------ -<---------= ‘VENDOR----~---~--- P.0.'S INVOICE BATCH SALES TAX AMOUNT
28 224500 MISCELLANEOUS DE 15040 VERDANT HOLDINGS, LLC 00090875-01 1450 W NORTHG361 0.00 3000.00
28 224500 MISCELLANEOUS DE 15041 TRADITION ASSET MANAG 00090874-01 1100 COMMERCG361 0.00 3000.00
28 224500 MISCELLANEOUS DE 15042 LAGROU PROPERTIES 00090876-01 1111 HARVESTG361 0.00 3000.00
TOTAL MISCELLANEOUS DEPOSITSIN 0.00 9000.00
TOTAL FUND 0.00 9000.00
RUN DATE 02/28/2019 TIME 14:46:07 PENTAMATION - FINANCIAL MANAGEMENT SYSTEM

===== PDF PAGE 23 =====
[Extraction: OCR (rendered-page OCR)]
PENTAMATION — FINANCIAL MANAGEMENT SYSTEM
DATE: 02/28/19 CITY OF WEST CHICAGO
TIME: 14:46:06 CASH REQUIREMENTS BILL LIST
SELECTION CRITERIA: payable.due_date between ‘20190303 00:00:00.000‘ and ‘20190304 00:00:00.000’
PAYMENT TYPE: CHECKS ONLY
FUND - 43 - COMMUTER PARKING FUND
DEPT-DIV ACCOUNT ------ GLB monreeserses .VENDOR------------ P.O.’S INVOICE
4300 345600 PERMITS--OTHER 15044 ANN WEIS 00090851-01 REFUND
TOTAL COMM PARKING REVENUES
433476 4204 ELECTRIC 152 COMMONWEALTH EDISON VARIOUS
433476 4225 OTHER CONTRACTUA 11587 TOTAL PARKING SOLUTIO 00090904-01 104392
433476 4225 OTHER CONTRACTUA 3597 FEDEX CORPORATION 6-452-48237
433476 4225 OTHER CONTRACTUA 5166 DETECTION SYSTEMS 00090883-01 A22510
TOTAL COMMUTER PARKING FUND
TOTAL FUND
TOTAL CHECK TRANSACTIONS
TOTAL EFT TRANSACTIONS
TOTAL REPORT
RUN DATE 02/28/2019 TIME 14:46:07
BATCH
G361
G361
G361
G361
G361
PAGE NUMBER:
ACCTPAY1
ACCOUNTING PERIOD: 2/19
SALES TAX
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
PENTAMATION - FINANCIAL MANAGEMENT SYSTEM
11
AMOUNT
52.50
52.50
2113.07
5760.00
19.55
164.00
8056.62
8109.12
334361.95
0.00
334361.95

===== PDF PAGE 24 =====
[Extraction: OCR (rendered-page OCR)]
CITY OF WEST CHICAGO
DEVELOPMENT COMMITTEE
AGENDA ITEM SUMMARY
ITEM TITLE:
AGENDA ITEM NUMBER: S.A.
Final Development Plan
1 Innovation Drive FILE NUMBER:
Norix
COMMITTEE AGENDA DATE: Feb. 11, 2019
Resolution No. 19-R-0013
COUNCIL AGENDA DATE: March 4, 2019
STAFF REVIEW: Tom Dabareiner, AICP SIGNATURE. Za
APPROVED BY CITY ADMINISTRATOR: Michael Guttman SIGNATURE
ITEM SUMMARY:
Norix, a leading manufacturer of furniture products for institutional and commercial facilities, is request-
ing Final Plan Approval for the construction of their 204,849 square foot global headquarters on 22
acres on the west side of Innovation Drive, west of Technology Boulevard in the North Park Area of the
DuPage Business Center (DBC). The new “state of the art” headquarters will consolidate under one
roof many of the manufacturing operations currently outsourced outside of Illinois and the United
States. Norix hopes to break ground on the project as soon as weather allows.
The energy-efficient building features passive sustainable design, a two-story, full-glass, lobby and an
upper-level, cantilevered board room. It will contain about 32,000 square feet of office space, 79,000
square feet of manufacturing and 90,000 square feet of warehouse. The warehouse area contains 12
loading docks plus two drive-in doors. Outside will feature a naturalized landscape, pond and bio-
filtration rain gardens. The design will allow for a 124,000 square foot future expansion. Norix is seek-
ing LEED Certification for the site and building design.
In accordance with the Intergovernmental Agreement (IGA) with the DuPage Airport Authority (DAA),
both the DAA and City shall approve any development proposal within the DBC which meets require-
ments. The DAA Board will consider Norix at their February 25, 2019 meeting, meaning that the City
Council will need to consider the matter at its March 4, 2019 meeting, as City approval must occur
within 15 days after DAA approval.
The attached draft Resolution references specific site plans and building elevations for the proposed
development. Currently, final versions of these plans are being prepared based on recent review
comments from Public Works (and City Engineers, and will be specifically corrected and listed in the
Resolution before it reaches City Council. The most recent set of plans is attached.
The terms of the IGA require the City Council to approve the final development plan (and any amend-
ments thereto) if it is in conformance with all of the controlling documents (the City’s Airport Zoning
District regulations and the DAA’s Minimum Design Standards). City staff acknowledges that the pro-
posed development plans will comply, once changes are made. Compliant changes must be made be-
fore the Resolution will be released to Council for approval.

===== PDF PAGE 25 =====
[Extraction: OCR (rendered-page OCR)]
CITY OF WEST CHICAGO
UPDATE: At its meeting held February 25, 2019, the DuPage Airport Authority approved the Norix
plans by Resolution No. 2019-2231. Also, revised and corrected plans were submitted and are reflect-
ed in the City’s draft Resolution.
ACTION PROPOSED:
Consideration of the final development plan for Norix located at 1 Innovation Drive.
COMMITTEE RECOMMENDATION:
At its February 11, 2019 meeting, the Development Committee recommended unanimously in support
of the Final Development Plan for Norix.

===== PDF PAGE 26 =====
[Extraction: OCR (rendered-page OCR)]
RESOLUTION NO. 19-R-0013
A RESOLUTION APPROVING THE FINAL DEVELOPMENT PLAN FOR NORIX
1 INNOVATION DRIVE - DUPAGE BUSINESS CENTER
WHEREAS, the City Council of the City of West Chicago shall consider proposed development within
the DuPage Business Center to determine compliance with the applicable codes and ordinances of the City of
West Chicago; and,
WHEREAS, the DuPage Airport Authority conditionally approved the final development plan for the
Norix Development by Resolution 2019-2231 on February 25, 2019; and,
WHEREAS, the City Council of the City of West Chicago has determined that the proposed Final De-
velopment Plan for the Norix development does comply with the applicable codes and ordinances of the City of
West Chicago.
BE IT RESOLVED by the City Council of the City of West Chicago, in regular session assembled as
follows:
Section 1. That the Final Development Plan for the Norix development is hereby approved in accordance
with the following plans, attached hereto as Exhibit “A”:
1. The Site Development Package prepared by Heitman Architects dated 12/5/18 and revised 2/18/19.
2. The Landscape Plans prepared by Conservation Design Forum dated 12/5/18 and revised 2/18/19.
3. The Parking Layout prepared by Heitman Architects dated 2/18/19.
4. Site Improvement Plans prepared by Haeger Engineering dated 8/29/18 and revised 2/18/19.
Section 2. Landscaping for the south property line and for the southwest portion of the property where a
temporary berm is currently shown shall be reviewed at the time of the Phase 2 building permit application.
Section 3. That all resolutions, or parts thereof, in conflict with the provisions of this Resolution are, to
the extent of such conflict, expressly repealed.
Section 4. That this Resolution shall be in full force and effect from and after its adoption and approval
as provided by law.
APPROVED this day of 2019.
AYES:
NAYES:
ABSTAIN:
ABSENT:
Mayor Ruben Pineda
Resolution 19-R-0013
Page | of 3

===== PDF PAGE 27 =====
[Extraction: OCR (rendered-page OCR)]
ATTEST:
City Clerk Nancy M. Smith
Resolution 19-R-0013
Page 2 of 3

===== PDF PAGE 28 =====
[Extraction: OCR (rendered-page OCR)]
Exhibit “A”
(insert Site Plan, Landscape Plans, and Building Elevation Plan here)
Resolution 19-R-0013
Page 3 of 3

===== PDF PAGE 29 =====
[Extraction: OCR (rendered-page OCR)]
NORIX roll
INCORPORAT
NEW OFFICE & en
ITASCA, ILLINOIS 60143, USA
MANUFACTURING omar
FACILITY |
WEST CHICAGO, ILLINOIS
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“Aes CorportedL kemse Na 164000715)
‘© Copyright 2019 by Heznaa Archies ncorporntcd The cuca, preted
sev ccavess fra. re arworns of Servis for we sly Web repel 1s
(prowct Heme Aches eayecstd rns acne bw, story eed ehct
‘Robt ching copa No eee o ptt rede un ese oun
peso pba carp veh he wrioce penaine of Hekmus Achoacs
Inecporird. Unschorund npr tune ely Tear roles he
‘copy ews of hc Ul Stas ad wd ite Mamet pal prosestna,
GENERAL CONTRACTOR
SOLTYS
Design: } Build
Tesla ofeslaba ale tala
\s
ie } ~—.
Ot HeitmanArchitects Incorporate
¥
SITE DEVELOPMENT SUBMITTAL
norix
SHEET INDEX - ARCHITECTURAL SITE DEVELOPMENT FURNITURE
A0.0a__ [COVER SHEET 78/2019 NEW OFFICE &
Ai.0a__|SITE PLAN 2716/2019
‘Al.ta_ [PARKING PLANS 2/16/2019 MAN! UFACTURING FACILITY
Ai.2a__ |SITE SECTIONS 2/18/2019
‘A2.0a__ [COMPOSITE PLAN - GROUND FLOOR 2/16/2019 WEST CHICAGO, 160189
‘A2.1a__ [COMPOSITE PLAN- 2nd FLOOR 2/18/2019
‘A5.0a__ [BUILDING ELEVATIONS 2/18/2019
SHEET INDEX - CIVIL
TITLE SHEET 01/24/2019
GENERAL NOTES & SPECIFICATIONS 01/24/2019
|WEST CHICAGO NOTES & SPECIFICATIONS (01/24/2019
EXISTING CONDITIONS / DEMOLITION PLAN (01/24/2019
GEOMETRY AND PAVING PLAN (01/24/2019 ——s
UTILITY PLAN (01/24/2019
EXISTING POND "H" CONNECTION 01/24/2019
GRADING PLAN 01/24/2019
TYPICAL DETAILS 01/24/2019
SWPPP TITLE SHEET 01/24/2019
SWPPP GENERAL NOTES, SPECIFICATIONS, & DETAILS [01/24/2019
[STORM WATER POLLUTION PREVENTION PLAN (SWPP) [01/24/2019
FIRE TRUCK ROUTING PLAN (01/24/2019
SHEET INDEX - LANDSCAPING
PLANTING PLAN (01/25/2019
PLANTING SCHEDULE AND DETAILS 01/25/2019 ISSUE/DATE
1 42/0§/2018_ SITE DEVELOPMENT
SERRE
2 1/24/2019 SITE DEV. RESUBMITTAL.
6 2/18/2019 SITE DEV. RESUBMITTAL II
‘SHEET TITLE
COVER SHEET
DATE SHEET NUMBER
DESIGN DRAWINGS: 12/05/18
NOT FOR CONSTRUCTION} ————
negmamamneatroumeinnemmetccamuce | provectwumaen | A\(),0Q
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===== PDF PAGE 30 =====
[Extraction: OCR (rendered-page OCR)]
MAXIMUM FAR:
EXT. PERSPECTIVE - AERIAL
EXT. PERSPECTIVE - NORTH
EXT. PERSPECTIVE - SOUTH
ZONING ANALYSIS:
OBLIGATIONS, THE CONCEPTUAL PLANS ARE IN COMPLIANCE WITH THE BULK AND APPLICABLE ZONING
REQUIREMENTS BASED UPON THE INFORMATION CURRENTLY KNOWN RELATING TO APPLICABLE LAWS.
A- AIRPORT DISTRICT (LIGHT INDI
USTRIAL
MAXIMIUM ALLOWABLE HEIGHT: R
PLANNED:
MINIMUM ZONING LOT AREA: Kes tert SF)
ACTUAL: 22 ACRES A
MINIMUM ZONING LOT WIDTH: @A
actu:
MINIMUM FRONT & EXTERIOR
SIDE YARD: BUILDING PAVING
ALLOWED: 40° 2
ACTUAL: 27 4o
MINIMUM INTERIOR SIDE YARD: BUILDING = PAVING
‘ALLOWED: 20° 1S
ACTUAL: 182 2
MINIMUM REAR YARD: BUILDING pavets
at
or
ALLOWED:
ACTUAL:
2
mower: QA
TO THE BEST OF HEITMAN ARCHITECT'S KNOWLEDGE AND BELIEF AND TO THE EXTENF OF CONTRACTUAL
SITE AREA:
BUILDING AREA:
GLAZING CALCULATIONS.
NORTH ELEVATION
TOTAL:
GLAZING:
%
EAST ELEVATION
TOTAL:
GLAZING:
%
SOUTH ELEVATION
TOTAL:
GLAZING:
%
WEST ELEVATION
TOTAL:
GLAZING:
%
22.16 ACRES
204,259 SF TOTAL BUILDING
123,740 SF EXPANSION
‘89,398 SF - WAREHOUSE
‘602 SF - SHIPPING OFFICE
60,211 SF - PRODUCTION
21,000 SF - CONVENTIONAL MOLDING
13,212 SF - OFFICE FIRST FLOOR
5.525. SE- ENGINEERING OFFICE
189,958 SF - FIRST FLOOR
13,274 SF - OFFICE MEZZ
1027 SE OC OFFICE ME7Z
14,301 SF - MEZZANINE
16,638 SF
3,263 SF
20%
14,955 SF
4,418 SF
24%
42DOCKS
12'0.C.
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EXPANSION
123,740 SF
at Sn
KREHOD
89,398 SF
NORIX
PRODUCTION
58,222 SF
y. 159-9" '
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SCREEN FENCE. £7
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DRIVE-IN
DOORS (2)
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ph
TWNOISSAY
16,638 SF
3,564 SF
28%
15,878 SF
552 SF
3%
(2. SITE PLAN
\at.0a/ 1" = 80'-0"
DESIGN DRAWINGS:
NOT FOR CONSTRUCTION
E
INCORPOR
555 PIERCE ROAD, SUITE 130
ITASCA, ILLINOIS 60143, USA
TEL. 630.773.3551
FAX. 630.773.3599
“Ache CorpormuonL ease Ne 15000715)
Unsathord
GENERAL CONTRACTOR
SOLTYS
Design Build
norix:
FURNITURE
NEW OFFICE &
ONE INNOVATION DRIVE
WEST CHICAGO, IL 60185
1 i
ISSUE DATE
1 12/05/2018 SITE DEVELOPMENT
PACKAGE
2 1/24/2019 SITE DEV. RESUBMITTAL
6 2/18/2019 SITE DEV. RESUBMITTAL II
‘SHEET TITLE
‘SITE PLAN
DATE ‘SHEET NUMBER
12/05/18
PROJECT NUMBER Al : 0 a
Ihereezh evalaton of specific eusilag building cwadliines. Empleyee comets,
‘arnerv entries sa product latentaris ae provided prtinisary
[iden einai ty Dead design documents wil be required by
Ievnsed design proeaenals freer, a project maven eran.
216094
onan Arhaecs lnepeeted ia Profernl Design Fm -
© Copyght 2019 by Hamas Archssas ncorporicd Thess documces, in piicd
tes corer fara. we horwnes of Servic for we vley wih respect is
{posct Heaman Archsors Kewpereed eas ll coma iw. star ad chet
es weladng cope No Keene nh to yrcuer or we ese Soret
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MANUFACTURING FACILITY

===== PDF PAGE 31 =====
[Extraction: OCR (rendered-page OCR)]
|
|
|
|
PARKING REQUIREMENTS:
BUILDING AREA: 89,398 SF - WAREHOUSE.
(602 SF - SHIPPING OFFICE
60,211 SF - PRODUCTION
21,000 SF - CONVENTIONAL MOLDING
13,212 SF - OFFICE FIRST FLOOR
i ic
189,958 SF - FIRST FLOOR
13,274 SF - OFFICE MEZZ.
14,301 SF - MEZZANINE,
PARKING REQUIREMENTS PER ZONING:
4 SPACES PER 1,000 SQ. FT. OF FLOOR AREA (GROSS)
555 PIERCE ROAD, SUITE 130
ITASCA, ILLINOIS 60143, USA
TEL. 630.773.3551
FAX. 630.773.3599
i
OFFICE:
MANUFACTURING / WAREHOUSE:
1 SPACE FOR EACH 1,000 SQ. FT. OF SPACE UP TO 100,000 SQ. FT.;
PLUS 1 SPACE FOR EACH 2,000 SQ. FT. IN EXCESS OF 100,000 SQ. FT
GAR CALCULATIONS: FUTURE PARSING:
(CURRENT PHASE | (162 CARS)
OFFICE 28,115/ 1,000 = 29x4= 116 SPACES
MAN./WH 176,144 100,000/ 1,000 100 SPACES
76,148/2,000= -39 SPACES
Nico Aes opr es Pte Deg Fe
TOTAL CURRENT REQUIRED 255 SPACES cles Copernic 4087
TOTAL EXPANSION REQUIRED 62 SPACES capes s0i9 Hema ‘etmemone seis
Seater cere eae evo yeah rope ae
PLAN TOTALS: : Fp een linseed cacy, yet
CURRENT PLAN TOTAL 200 SPACES PHASE | (255 REQUIRED) Sots eceiag prin. Ka emo seh rere ee mes
LAND BANKED SPACES. 55 SPACES pErersed Unnceted yess eet ety feat vis be
EXPANSION TOTAL 453 SPACES (317 REQUIRED — WILL BE BUILT AS NEEDED) copyright lw of the Uniod Stats and will aibyet the vila to hegal prosscuta,
PLAN SHOWS MORE FUTURE PARKING THAN REQUIRED TO SHOW SITE MAXIMIZED. GENERAL CONTRACTOR
PHASE Il CONSTRUCTION TO ONLY ADD PARKING AS NEEDED. LAND-BANKED
— SOLTYS
LANDBANKED PARKING NOTE:
LANOBANKED PARKING: WEST CHICAGO ZONING CODE 10.5-7(E)\2) - THE CITY, UPON CONSULTATION WITH THE OWNER
OF THE PROPERTY, SHALL HAVE THE RIGHT TO REQUIRE THE OCCUPANT OF THE PROPERTY TO .... INCREASE THE : =
NUMBER OF PARKING SPACES PROVIDED TO SERVE SAID ZONING LOT UP TO THE MAXIMUM REQUIRED BY SUBSECTION Design.) Build
1-5-7(F) FOR THE PROPERTY IN QUESTION IF THE REQUIRED PARKING BECOMES NECESSARY TO SERVE THE
DEVELOPMENT.
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PARKING
(191 CARS)
(A. PARKING PLAN
|
|
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—_—_——_
ISSUE DATE
2 1/24/2019 SITE DEV. RESUBMITTAL
4 02/06/2019 SITE DEV. NOTE
(2 PARKING PLAN CIRCLE AND FUTURE LOT
atte Ter
6 2/18/2019 SITE DEV. RESUBMITTAL II
SHEET TITLE
PARKING PLANS
DATE ‘SHEET NUMBER
DESIGN DRAWINGS: 01/21/19
NOT FOR CONSTRUCTION a eeeeenniaay
PROJECT NUMBER Al s 1 a
“Th plan bent abe wsed fr cemsraction Pian layents ae for cocept
iy, and are sabe te change based om detalles code nnalale
216094

===== PDF PAGE 32 =====
[Extraction: OCR (rendered-page OCR)]
HEITMA
ARCHITEC
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555 PIERCE ROAD, SUITE 130
ITASCA, ILLINOIS 60143, USA
TEL. 630.773.3551
FAX. 630.773.3599
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===== PDF PAGE 33 =====
[Extraction: OCR (rendered-page OCR)]
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ITASCA, LLINOIS 60143, USA
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“ache Carpio ene Na, TEL Q00715)
(© Copyrght 2019 by Henan Archies Incorporated. Thess documces, m preted
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norix:
FURNITURE
NEW OFFICE &
MANUFACTURING FACILITY
ONE INNOVATION DRIVE
WEST CHICAGO, IL 60185
eo
ISSUE DATE
1 12/05/2018 SITE DEVELOPMENT
PACKAGE
2 1/24/2019 SITE DEV. RESUBMITTAL
6 2/18/2019 SITE DEV. RESUBMITTAL II
pe
SHEET TITLE
COMPOSITE PLAN - GROUND FLOOR
DATE SHEET NUMBER
12/05/18
monn} A2.0a
216094

===== PDF PAGE 34 =====
[Extraction: OCR (rendered-page OCR)]
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HEITMAN
ARCHITECTS
INCORPORATED
555 PIERCE ROAD, SUITE 130
ITASCA, ILLINOIS. 60143, USA
TEL. 630.773.3551
FAX. 630.773.3599
esman Architect 4 Profernceal Design Fern
ache Corporation emse No 164000715)
[© Copyeght 2019 by Hezman Archi ncarperict Thess docu in prsicd
se eeves orm. me Raman of Seve fo unt solely wth respect to is
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SOLTYS
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norix
FURNITURE
NEW OFFICE &
MANUFACTURING FACILITY
ONE INNOVATION DRIVE
WEST CHICAGO, IL 60185
a
ISSUE DATE
12/05/2018 SITE DEVELOPMENT
PACKAGE
1/24/2019 SITE DEV. RESUBMITTAL
2/18/2019 SITE DEV. RESUBMITTAL II
pe
SHEET TITLE
COMPOSITE PLAN - 2nd FLOOR
DATE ‘SHEET NUMBER
A2.1a
12/05/18
PROJECT NUMBER
216094

===== PDF PAGE 35 =====
[Extraction: OCR (rendered-page OCR)]
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(A EAST ELEVATION
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\a5.03/ 1" = 20'-0"
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eenaed devia profesional of record 8 project eves fread
|
RCHITECTS
NCORPORATED
555 PIERCE ROAD, SUITE 130
ITASCA, ILLINOIS 60143, USA
TEL 630,773,9551
FAX. 620.773.3599
Mosman Ares neers it Proferina Dei Fem =
“aries Corsi case Na 1620007157
(© Copyright 2019 by Htmas Archives Icorportcd Thess cumcas, m prbtcd
tl eecese fora, are ara of Service for newly weh respect to i
rosct Hexman Arco lewperacd rans alceaaoe iw. sane nd oct
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‘copyright ew of th asl Stas a wil pet he vnunet gl pret,
GENERAL CONTRACTOR
SOLTYS
Design: } Build
norix’
FURNITURE
NEW OFFICE &
MANUFACTURING FACILITY
ONE INNOVATION DRIVE
WEST CHICAGO, IL 60185
———————
ISSUE DATE
1 12/05/2018 SITE DEVELOPMENT
PACKAGE
2 1/24/2019 SITE DEV. RESUBMITTAL
6 2/18/2019 SITE DEV. RESUBMITTAL II
eT
SHEET TITLE
BUILDING ELEVATIONS
DATE SHEET NUMBER
A5.0a
PROJECT NUMBER
216094

===== PDF PAGE 36 =====
[Extraction: OCR (rendered-page OCR)]
Know what's below.
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CITY OF WEST CHICAGO
Department of Public Works.
Engineering Division
475 Main Steet
West Chicago, IL 60185
Tek 630-293-2255
Fax 630-293.3028
OWNER:
Norix Group Ine.
1800 W, Hawthome Lane, Suite N
West Chicago, It. 60185,
Tok 630.231.1331
Fax: 800.234.4300
DEVELOPER:
SOLTYS Design Build
P.O. Box S416
Elgin, IL 60121
Tok 630,940,4429
Fax: 630.635.8220
PREPARED BY:
Haeger Engineering LLC
no's Prof. Design Frm #184-003152
100 East Siate Parkway
Schaumburg. IL 60173
‘Tek: 847-394-5600
Fax: 847-394-6508
‘worw haegerengineering.com
Benchmark
Site Benchmark
CP 8652 (See Survey)
‘Description: Bo¥'on Hydrant
Elevation: 76458 NAVD 88 (Geold 124)
DuPAGE BUSINESS PARK
SITE IMPROVEMENTS
FINAL ENGINEERING PLANS
SECTION 7 TOWNSHIP 39 NORTH RANGE 9 EAST
1 INNOVATION DRIVE, WEST CHICAGO, ILLINOIS
DuPAGE COUNTY
WAIN STREET"
LOCATION Mar
TNDEX TO SHEETS
NO.
DESCRIPTION
clo
20
en
ao
ry
so
cs.
60
79
TM SHEET
GENERAL NOTES AND SPECIFICATIONS
WEST CHICAGO NOTES AID SPECIFICATIONS
Basti COrioMOns / DEMOUTICH PLAN
‘GEOMETRY ALID PAVIG PLANT
‘UTuTY Put
BASTING POND “Hr CONNECTION
GRADING PLATE
TYPICAL DETALS
INDEX TO STORM WATER POLLUTION PREVENTION PLAN SHEETS
NO.
DESCRIPTION
EC1O
£20
£30
‘SWPPP TITLE SHEET
SWPPP GENERAL NOTES, SPECIFICATIONS, & DETARS.
‘STORM WATER POUUTION PREVENTION PLA (SWPPP)
PRINCE CROSSING RO. ®
NELTNOR BLVD,
}
LEGEND
Description
Storm Sewer Manhole
‘Catch Basin
Inet
Flared End Section
Hoadwall
‘Area Drain
‘Santary Sewer Manhole
Clean Ou
‘Storm Sewer
‘Storm Sewer Service
Perforated Underdrain
Santary Sewer
Santary Sewer Service
Combined Sewer
Force Main
Water Main
Water Main Service
Fire Hydrant
Valve Vaut
Valve Box
BBox
Well Head
Light Pole
Light Pole With Mast Arm
Traffic Signal
‘Teatfe Signal With Mast Arm,
Hand Hole
Fence
Guarda
Pipe Bollard
Sign
Gas Valve
Gas Line
Electric Line
Overhead Unity Line
Fiber Optic Line
Electrical Pedestal
Electric Manhole
Guy Wee
tity Pole
Telephone Pedestal
Telephone Manhole
Telephone Line
Cable TV Line
Cable TV Pedestal
Flagpole
Mailbox
Handicapped Parking Stall
Number of Parking Stalls
Curb & Guter
Reverse P&ch Curb & Guter
Depressed Curb
Retaining Wal
Curb Elevation and
Gutter Paverert Elevation
Pavement Elevation
‘Sidewalk Elevation
Ground Elevation
‘Top of Wall Elevation
Bottom of Wall Elevation
(Open Lid Frame & Grate
(Closed Lid Frame & Lid
Fra Hydrant Grade Ring Elevation
‘Swale
Hardseape Flow
Softscape Flow
Contour Line
Wetland
Wetland Butter
Normal Water Level
High Water Level
Flood Pin
Flood Way
Deciduous Tree
Coniterous Tree
Bush
Brushine
Soil Boring
‘Over Land Flow Route
EXPIRES
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(3 HAEGER ENGINEERING
consulting engineers
TITLE
SHEET
DuPAGE BUSINESS PARK
SITE IMPROVEMENT PLANS
INNOVATION DRIVE, WEST CHICAGO, ILLINOIS
11-30-19
P.0, Box 5416
Design:)Bui
ig eorataete
land surveyors
‘ais Prbeionl Design Fam cera Ho. 184.003182
se haagernginering com
100 fa te Prknoy, Schownbneg 60172. eb 847.394.6400 Fou 847.994.6608
Project Manager: PL
Engineer:
Project No,
CI
iv
08.29.2018
17089
0 ey
Onvatemene

===== PDF PAGE 37 =====
[Extraction: OCR (rendered-page OCR)]
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nace
Fete PaCIAIMCaR oad penn 720 ann og
bby Haeger Engineering, LLC, the Engineer.
‘& “dural Agency” shall mean any local, muncpal, county, township, state of federal entity of
(overnment of other entty having jutsdction of some azpect of te project trom whom approval.
Derma andlor review and approval was required.
The Specifcatons governing tis project are 33 flows.
‘sdbsequent“Supplemertal Specifeations and Recurring Special Provisions” as wel gx any
appcable IDOT Highway Standards, Hereafter hese tems shale cobectvely be referred to 38
(be IDOT Standard Specticatons.
‘&, Water Man, Storm Sewer, and Santary Sewer constuction shall conform to the "Standard
Specticatons for Water and Sewer Constructon in Minos, atest edton.
‘4. Sel Erosion and Sedimentation Contrl shall conform to he Hino Environmental Protacton
‘Agency (IEPA) “Iino Urban Menvaf (TUM), latest edtton and “Iinoss Procedures and Standards
fer Urban Sol Eroson and Sedimentation Conte lstest editon,
@. Tratie Control shal corform to the “Manual of Undorm Tratie Control Devices” (MUTCO), latest
cedton, as well as he latest ection ofthe “Wino Supplemert tothe MUTCD’, and IDOT “ualey
‘Standard for Work Zone Trafic Cortrol Devices’, test edtion
1. Alhandcap accessibity tems shall conform tothe Iino Accessibilty Code (AC), test edton.
1. General Notes and Specticatons contained heren or elsewhere as a separate document.
Wa confict contradcton, or dscrepancy occurs between any of the above Speciicatons the more
‘eengent regurement shall apply, Unless drecied otherwrse by the apebeable Jurmdicoonal Agency.
‘Contract Documents
‘a. The Engneer's Plans and Speciicatons shall be included as part of he Contract Documents,
1. Al(Contractors shall earehily examine the Plans and Spectfeatons, and ether Cortract
Documents prepared for te work. They shal vist the ste of ie werk and acquaint emsehves
‘wah al local condtions, codes, and requremerts afecing te contract. awarded the contact,
‘submited to the Engineer for turer explanations and drawings 8s may be necessary to clarty
the postin queston porto the contract award. tis the ntenton of the Corract Documents to
‘provide a job complete in every respect. Incidental tems or accessories necessary/to complete
{he werk may not be specticaly ncted or shown but tat are necessary to complete the project
shallbe considered inckental tothe Cortract. The Contractor is response for te resut and to
‘um over the project in complete operating condition, respective of whether the contract
documents cover every indvicual fem in minute detad
14. The Contactor shal review the subsutace explorason and report (aa, sol boring
‘report prepared by Sol and Matersl Consubarts, Ine. dated 0418/2018, to become farstar
‘wah the subsurtace sollcondiuons forte ste. Copies fal such sol boong reports for he
Property can be obtained from the Owner. W any additonal sls datas needed to confirm the
(Coreractos opinions of the subsutace concitons, tes shall be done atthe Contractor's expense,
‘The Contractor shal ottan the Owner's wrrtenauthortzaton to access the ste to conduct a
supplemental sols investigator. The Owner and Engineer make no represertaton or waranty
regarding the number, location spacing or depth of borings taken, nor of the accuracy of rebabity
the information gwven in the resus therec. Furthermore, the Owner and Engineer aesume no
responabily for te possibity that dung consructon, the soll and groundwater conditions may
vary between borings or are dtferert than previously indicated, Any bracing, sheetng, dewatering
or speval constructon methods deemed necessary by the Contractor in order toinstalthe
Proposed improvemerts shall be considered inxrtal tothe Contract and no adctonal
Compensation willbe alowed
‘Should any apparent errors, omissions, discrepancies or corflcts be ctscovered on the Plans,
‘Spectcatans, Quantiies or ther Contract Documents by the Contractor, whether prot to of afer the
‘award of the contract, the Engnee’'s azertcn shall be cabled to the same before work is begun
thereon, so Dat proper carticaton can be provided or revision mace. W any work is done witout
‘contacang the Engineer, « shallbe considered tat the Contractor has proceeded at ew own risk and
expense.
Whenever the perfomance of work is inccated on the Plans, and no specie dem is inched in the
(Contract for payment, the work shall be considered inoeral to the Contract and no addtional
‘compensaton wl be alowed. The Contracior shal provide all necessary labor, materal equpment,
‘ez necessary to perform al the work requred for construction of the proposed eprovererts.
‘The bese plariérawing for the Engieenng Plans (exsing condtons, ste topography, vtltbes,
\ightsc-way, et.) was obtaned from te topograpie suey prepared By”
Heeger Engneenng, LLG
‘The Oumer shall tna the necessary approvals trom the folowing Junscictonal Agencies.
| Cty of West Chicago
', lincis Environmental Protecton Agency (EPA) Water and Sewer Dwiion
Inois Envrcrmertal Protecton Agency (EPA) - Notice of Ireent (NOM) General Perma to
‘Osscharge Storm Winter from Constructon Ste Actvives
4. Minos Department of Natural Resources/Office of Viater Resources ONVOWR)
DuPage Stormwater Management Commission (frequred by the Cty of West Chicago)
‘The Contractor, unless ctverwse agreed upon in witng win the Owner prior to the start of
CConstructon, shall at hs own expense, obtain al ether approvals including perms, keenses, etc, 28
may be required forthe execution of ths work 98 well as provide al necessary notces, pay al fees
‘required, poxt bonds, tan al necessary insurance, and comply win all Laws, ordinances, ues, and
teguatons relaang to te work and to the preservation of pubke heaRN and safety. The Contractor
shall also provide all requred insurance andlor bonds as may be requred by the Junscdetional
‘Agencies. In addition, the Coriractor shall meet all of the requrements of any perms as might be
{sued for tus work by other Agencies, and shall pay for at er sole expense any surety, nsurance of
‘bends as may be requred by the Junsdczonal Agencies
‘No work shal proceed untl the appropriate perm of permits have been obtained forthe tem or ters
tobe constructed, If any work does proceed wehous the appropriate perma or approvals, i beng
done wenout Be permission of consent of the Engneet. The Contractor and Party auerang the
‘work to proceed shallbe assumed to be proceeding t ther own risk and the Engineer shall nct be held
Sable or response fr any work being performed winout a perm
‘The Conwactor shall indemndy and hold harmless the Owner, Engineer, VilagerCty, and otter
Juradesenal Agencies 23 wel as all of Be respectve oficers, empbyees, agents, and Engineers
tom and aganst all losses, cams, demands, payments, suts, actons, recoveries, and judgment of
‘every nature and description brought or recovered aganst them, by reason of any act, eror of
‘omation of sad Cortractor, ier agents or employees in he execution ofthe work or inthe guarding
ae
‘The construction shall be under he general inspection and cbservaton of the designated inal
auhorzed by the VEagetCty of oer applicable Jkrisdctonal Agencies. The VilagerCty,
“Jursdicoonal Agencies, Owner, and Engineer shall be notfed atleast two working days prot to Be
‘commencement of work
‘The Keaton of exising underground utltes such as water mains, sewers, gas Ines, electric Enes,
‘able TV kines, fiber opt Ines, etc. ae shown on the Plans, hat been determined from the best
_Balatle informason and has been provided for the convenience of the Contractor, However, te
‘Ouner and Engineer do nck assume respensibity inthe event that durng constructon, vibes other
‘ban those ahown may be encourtered and that te actual locaton of those which are shown may be
‘dtfecert fom the loeason a8 shown on the Plane. The Contractors to verty the locaton of all utes
‘prot to the sat of work and is responsible for camage to the same. The Contractor shall contact
SULLE or Digger by dalng 811 (Outuce the Cty of Chicago - JULLE: 1-800-292-0123 or wenn
‘the Gity of Chicago - Digger. 312-744-7000) and the ValageiGty Putte Works Department for uty
Iecates atleast 48 hours, exchcing weekends and hokdays, before gang. For any vtlty companies
‘which are not members of JUUE of DIGGER, the Contractor shall cortact the Owners of each
respectve utlty drecty for vty locates at least 48 hours exclucing weekends and hala, before
soar.
In tome instances, he exsing utes are shown on the Plans according to fomason obtained from
the ualty companies (abs formation) andlor suvveys performed By Others. The Ownec and
Engneer do not guarantee the accuracy or comeleteness of ts information. The Contactor shall be
‘aware of potental corficts wih exsing or ther proposed uiltes as indicated on the Plans of Put
become apparent as the resut of field cates By Cthers, The Contractor shall make tier oxn
lnvestgatans as necessary to determine te exsience, nature, and locaton of all ekty Hes and
felated appurtenances win the kmas or adjacent tothe proposed imerovements. The Contractor
‘shall focate all vltes far enough in advance to avo all conficts between exsing vthtes and
Proposed improvements and make the Engneer aware of any such covficte. ¥ tie Contraco
‘encounters 8 corfict between the proposed improvements and existng uty at was not located in
‘advance by the Cartractar, then fhe Contact shall at po cost to Owner, relocate the proposed
inprovemerts andlor uty to avod the confit.
‘The Contractor wil be requred to cooperate win all uty companies invaved in connecton withthe
removal. temporary felocsban, constuction, reconstruction of abandonmert by these companies of
‘any and al services or faces owned or operated by them wahin the kmts or general very of the
Proposed improvements. Further, atthe direction of he Owner and Utity Comparves the Contractor
‘hall coordinate the locaton and instal PVC sleeves as necessary under fe proposed pavement,
cers, walla, ez. for uty companies torn ther proposed utlty Ines.
Before doing any work which wil damage, disturb or leave unsupported or unprotected any udty kes
(«related appurtenances encourtered, te Contractor shall ntty the especie Owner herec, who
Ww make al arangements for relocating. adusing, bracing, or cterwise martining or abandoning
‘erice on Ines thal fol win the kms of the proposed constuction without cost 19 the Coniracto,
Inchrdng the removal ofa cables, marie covers and other related appurtenances which the Owner
‘éesres to salvage, ATter such arrangemerts have been made, the Contractor wil proceed wi the
‘work a8 rected by the Engineer, All tity Snes and rested appurtenances which are abandoned
shall be removed f necessary and legaly disposed of legaly of-ste by tie Contractor.
[No extra compensation wil be alowed by the Contractor for any expense incured for comping wit.
‘al of toese aloremensoned utlty coorsneden and cooperation requremerts, or because of delays,
Incenverience o interruptions inthe work resulting trom the fale of any tdty company to remove,
tedocate, constuct reconstruct or abanden thes services. The responsblty for prompt and timely
removal relzeabon, ecsnstrucson oF abandonment of thes faces by al tlty companies invalved,
‘and the coorsnaten of Der own work wit that of these companies to the end tt work on tis
Improvements ct delayed becausa ofthe necessary changes in the exsing utes, puthe or pate,
shal rest upon te Contractor.
Por to commencing werk. the Contractor is o field check and verty all eral locations, elevations,
imaterala, azes, mensona, and conditons aftecing he work, and nctty the Engineer immediatly ¢
‘here are any suspected ciscrepancies. No work shall be performed unt the suspected dscrepancy
hhos been resolved, The Contractor shal slso call 2 the atenton of the Engneer any eons of
‘Gecrepaneies whieh may be suspected inthe ines and grades whch are establched by tie Surveyor,
‘and shall pct proceed wan the work uel any lines ard grades which are to beleved to De in ero have
‘been verted or comected by the Engineer.
‘The Cortactor shall mavtan postve cranage ata bmes during constructon. Consinucton shal not
‘lack o-te drainage and the flow fom any cranage ways fed ties, storm sewers of sma craining
cltate properses, Ad on-ste exising feld tes, storm sewers, dranage ways or umlar encourtered
‘or comeged aurng consinucson shall be marianed, reviored fo ther ongnal preconstruction
‘condison or beter, propery reouted, andlor connected to the proposed stormeater crainage system.
{Woes cant be accampished then the fied tle shoul be repared or revouted wih new pipe of smiar
‘ameter to Be exigral ine and put back in service. The Contactor shall not the Engineer # any
such feld tes are encourtered. Whenever curing any consincton actvibes any loose materal is
deposed in the flow ine of puters, dtches, dramage suuctures, ef. such thatthe natal flow of
water is obstructed, ths materal shall be removed by the responsible pat.
Prot to commencement of construction, on ates that wil Utmatelyresut inthe disturbance of one (1)
2278 ox more, the Cortractor shall be responstle for obtaring a copy of the note of coverage leer
and the IEPA Natonal Polktart Discharge Elmination System (NPDES) General Perm& ILR10 from
the Owner. The Owner together along wi the Cortraciot andlor oter erties f $0 designated by te
‘Oumer, shal be responstle fr ensurng Dat al the requremerts of the General Permit and the Storm
‘Viater PoB.ton Preverson Plan (SWPPP) inching but nat kmted tothe intalason, mavctenance a8
wel as te inatalaton of any additonal measures necessary that may be requred, and inspectors of
Tatnscirctcies Powtiy a7
a.
em
a
the sol erosion and sediment contol measures 2s well as completing al ofthe necessary applicable
certicatons, reports logs, ec. Inspections are requed tobe performed atleast once every seven (7)
calendar days and witin 24 hours of the end of a storm evert of 0 inches of ran (or equvalet
‘sowtal) or greater, The SWPPP and all the requred paperwork shall be kept on-ate and be
‘organzed and ready fr viewng.
No constructon activities, Gsturbance or fil shall cocur wthin the kts of natural resources such as
wedands, foodplains, creeks, sreams, ponds, lakes, basins, reservors, etc or thei respecove butlers
Unless epeciicaly specfied on the Plans and further tat the work has been permuted. The Contactor
shal take sutfoent precautions to protect these natural resources hat are to remain, whether ovate
‘oF on adjacent property, to protect them from sediment fuels os, btumens calcum chore, of other
harmful materais that may be a detrmert. The Contractor shall conduct and schedule ther
Construction 30 as to avoid staton, or other disturbance or impact to these natural resource areas,
‘The Contractor shall nok dtr or otherwise impact Diese designated natural resource areas, of 2723s
that have been designated to be protected of as essential habtat for State or Federal Isted
endangered or Dvestened species, Of Pratie or Savannah areas where the Owner has made
Ccommamerts for prctecton of these areas, Also, previously undentfed natural resource areas,
prames, savannahs, or areas of locatons suspected of cortavring protecied species are kentiied
uring consinction, the Contractor shal net dtu them unless wiaten permssion fo do 80 8 ranted
by the Owner or appicatle Junscctonal Agency. I the Owner, Engineer, o applcatie Juracictonal
‘Agency determines that adSBonal measures are necessary to prevent of miigate project effects on
natural resource areas. pranes, savannahs, protected spaces, of essertal hablat the Contractor shall
witout the writen permssicn of each respective Owner. The Cortractor shall be katie fr damage
caused to existing or newly insaled improvemerts as well as any damage on adjacert property OF
areas outside designated work areas, provided damage us a resut of Corrector acton, oF lack
erect.
‘The Contractor is responsible for returning all areas aflected by equipment. matenals andor laborers
te pre-constucton condition or etter. All existing vlbes o improvements, ining bu nc kmited to
pavements, cubs, dives, tees, and parkuays damaged or removed during constrcton shall be
Promptly restoed to ther respecte onginal pre-construction concton or beter. The Contractor ia
‘aso response for protecting al newly constructed work from damage urtl the project has been
Completed and has been approved and accepted by the Owner.
maiboxes, stom sewers, dran tles, santary sewers, water mans, etc. K shall ako be te
responabiity of the Contractor to remove from the ste any and all matenals and detns which resus
trom their constructon operasons at no ad2anal expense fo the Owner.
‘Al proposed grades shown on the Plans shall be consered to be feeshed grade surtace elevatons
unless neted enw.
CConstrucson stakinglayout shall be provided by the Contractor and shall be incuded in the Contract
Price unless otherwise agreed upon in wring withthe Owner pit tothe start of Consinxcton.
‘Al Constructon means and methods, techniques, procedures, scheduling, sequencing. and job ste
‘Safe in te soe responsibilty ofthe Contractor.
. The Contractor shall observe and comply wth all the Cccupatonal Safety and Heath Adminstration
(OSHA) standards, res and regulations as well as any other appécable local, tate and feceral safety
Fequrements
‘Ad tenehng, shonng, bracing and consiructon work performed shall be in sccordance wit the
(Cecupatonal Saety and Heath Acmunstraton (OSHA) standards,
‘The Cortractr shall take whatever steps necessary to protect the pute trom open trenches,
lexcavatons, and oer ste cbstructons or hazards. No tenches, excavations oF hols in the
pavement or parenay are tobe let open over a hokday, weekend, or afer 3 pum. on the day receding
‘ahokcay oF weekend.
During construction the Contractor and ther Sub-Contactors shall keep the premses clean by
removing al rabbsh, debs, waste material and ote accumasons as necessary. The Contractor
shall ean the premses tothe aabe'acoon ofthe Vlage/Cay and Owner.
‘The Contractor shall have appropnate equipment and materal inducing set sweepers and end
tpaders avalatle on-ste at all ines when equpment or vehicles are usg exsing publ or prvate
roads andlor pavement. The Contractor shall immediately remove any sediment or debris nchdng bt
‘ot ited to, mud. clay, xecdent, concrete, gravel sand, stones, prt material refse, 9270926,
(Ol, grease, etc. deposited cn any roadway, street, walk, abey or cther pavement by any equpmert
vehides or personnel associated win ths project, Thes work shall be considered incerta to the
Coneract.
‘The Contractor shalt all mes mavtain proper dust cortrl atthe ste and shal have a watenng tuck
readty avatatle during all working hours, The Contractor shall water the entre ste whenever De ste
‘condtions become unhealiny veto Howing sol or dust. The ste shallbe watered ax many mes per
day a8 necessary to mantan a heakhy work ete a8 determined by he Owner or Engineer, Water for
‘en-emergency use shall ct be obtained fom any fe hycrark, uess the fe hydrants metered win
12 proper baci-low preverter in accordance wen VilogeICty oF Junsdctonal Agency requremerts,
‘The costo frre dust conta shall be incxertal foe cost of Construction
“Trees not marked for removal shall be protected as necessary by the Contractor. In he event that a
tee ts damaged by the Contractor during construction, the Contactor shall replace such tree wih a
tee oF tees in accordance wen VlaperCty requremerts. ¥ the VispeCty does not have spect
liee replacement requremerts, he camaged existng o newly Flaved tee shall be replaced i
‘accordance win the procedures cutined in Secton 201 of the IDOT Standard Specfeatons. The
(Contractor shall ensure that they are famdar win the apehcable tee preservaton requrements and
‘Shall be held responsible forthe replacement ofall damaged tees not desgned for removal and any
perabes associated win the unapproved removal of tees.
‘change in any form, the conditions of tate flow tat exited pret to the commencement of any
ortons ef the work. Roadways shall remain open to a degree satstactor to te Ownet of appicable
unscscsonal Agency which at er ccreton may require the Contractor to tunsh tafe control under
these of other crcumstances where in ther opinion is necessary foc the protection of Me and
Droperty. Emergency vehicle access along wen access to fe hycrarts shal be mairianed at lltmes.
Fusther, unless authorized by the Owner, al using access ports shal be marianed at alltmes by
the Cortractor.
‘Where noted in the Plan, the Cortractr shall have Shop Drawings and any other requred supporting
documentation or calculations prepared and submited for review and approval pro to any fatieaton,
lacement or constracton. WT srucural elements such a3 rearing wals are required, fie rawings
land any tequred suppertng design calculations must be prepared, and sed and sealed by an linos
Scented Sructural Engineer.
‘The Contractor is responsile for having a set of aoproved Plans and Specticatons wth the latest
revsgn date one ob ste at al umes durng Bie cansruczon pened.
‘The Cortractor shall marian a dean legble, undamaged set of Felt Marked Constructon Pans.
‘These Felt Marked Consirucson Plans shall show the locason of fe actual intaled eeaton of all
underground vtkves inctuding related appurtenances (santary, stom, water, service sibs, g3%
telephone, elec, cable TV, iz) giving partcular atenton to cancested elements that woukd be
<ieuk to measure and record at alter date. Any approved modticatons, devatons, of aeraions:
trom the approved Plans shoud also be ncted and shown on these Feld Marked Conszucton Plane
‘These Field Marked Consiructon Plane shall be provide tothe OwnecEngieet at the comgleson of
consmcton,
‘Al work that is performed that is nc in conformity wih the Plans, Spectcatons or other Contract
(Documents or titi defective shall be removed and reclaced, or ctherwse comected of remeced by
and atthe sole expense of the Contractor. Any unauznonzed work ot work performed beyond te kms
‘rn excess of that shown on the Plans wil not be measured or pad for.
‘Al work performed under the Plans, Spectfcatons or other Conact Documents shall be guaranteed
‘aganst all elects in matenals and workmanship of whatever nature by the Contractor and his surety
fox a meimum period of 12 mont trom the date of final accectance ofthe work by Bie Vis7e%Czy,
‘het applicable Jursdictonal Agences, and the Owner, unless cherwise agreed upon in wring wi
‘the Owner prio to the stat of construction,
Betore acceptance by the Owner and prt to final payment al wrk shall be inspected and approved
by the Owner or desnated representative, Final payment wl be made afer the Contractors work
has been approved and accected or a requred by the Contract Documents.
W requred, the Owner shall have As-buk or Record Orawngs prepared and sutmited to the
\VEage/City end all other appcable Jumadicional Agencies for approval afer the comgleton of
constuction These crawings shall be prepared in accordance win te VagehCty and ather
‘pleatle Juiscictonal Agency requiemerts. The As-bulk or Record Drawings must be prepared,
{and signed and sealed by 3 regstered professional Engineer in Ninos.
DEMOLITION AND CLEARING.
10.
2
a
‘The Contractor shal perform al demckton, clearing, grutbing, and tee rem and protection work in
accordance wh all appkcable Federal, Ssie. Courty and Local requremerts or as noted in the Plans.
Pree to the commencement of any demolition ot clearing acivaes the Owner or Cortactcr shall
cbtan all applicable permts to disconnect the extsing uty senaces to each bulking proposed for
eeraleon
‘The Contractor shall coordinate all demclton work win the Vilage/Cty, utlty companies, and other
Junscicsonal Agencies, $0 as to ensure the prtecton of all eusing Sewer, water many and other
tities, and futher to ensure that proper stormwater conveyance mi azained unit he proposed
limprovererts can be installed and placed ito operaton,
‘Glearng shall consat of the removal and legal disposal of all cbsructons such as trees, hedges.
fences, was, aocumatons of rutbsh of whatever nature, and alllog, hubs, rush gras, weeds,
‘and other vegetston and stumps. These kems shal be removed whenever they are found within the
‘steel nghi-claays or win the Imts of constructon, ‘Trees to be saved of protected shall be
‘Merstied by the Engneer on the Plans rin the field, Al rees excect ove designated to be saved or
Protected, as well as all stunps and hedges wanin the imts of constucton, shall be removed
‘Completely and lepaly dupoued of o-ute or a herwite deagnated on te Plans ot auborzed by
the Owner, Trees deuignated tobe saved or protected as indicated on the Plans or as ected by the
Engneer, shall be protected from damage in accordance win the procedures cutined i Secton 201
‘lthe DOT Standard Specticatons.
‘Al tems shown to be removed on the Plans inching tems not specticaly noted but necessary tobe
removed to construct the proposed improvements shal be demcshed or removed as necessary and
disposed of legally cff-ate or as approved bythe Owner.
Exming uadtes 10 be disconnected shall be done so at the main of as deected by the applicable
Jurscicbonal Agency or as noted onthe Plans.
‘Utises marked to be abandoned shall be abandoned ax required by te applicable Junsdictional
‘Agency or a8 noted on the Plans.
‘Al exstng pavement or concreta to be removed shall be sawut along the kms of tie proposed
removal to provide a clean vertcal edge. The cost of saw-cuting shallbe considered incidental io te
temoval of each tem.
‘Al vods left by any tem remaved under any proposed buking. pavement wak or ther structural
areas or winin zones of influence therect shall be propery baci’ed wah sutatle back mater
‘andlor compacted 3s necessary bythe Contractor.
‘The Cortractor shall imlemert a daly program for Gust contol as &relites to the demclton and
dearng ecivoes. Ths program it 12 be approved by the VispatCty por to the stat of any
‘Semolbon or deanng work.
‘Ad exaing bubing services serving bulings that are to be removed shall be dcomected and
removed a8 requtred by the apcleable Junadtonal Agency.
‘Al eusing wels shown on Die Plans to be abandoned of that are dscovered during the course of
‘constuction shall be exposed and ctf thee (3) fet below the proposed fished grade and sealed
by the Contractor in accordance win Section 920 of the Iinows Wter Well Construcsen Code, latest
‘ecizon, or a requred by the Heal Department or by any other Local, Coury, State or Fevers nes
and egdanons,
‘AL exstng sept tanks, grease traps of similar shown on the Plans to be abandoned or that are
‘covered during tie course of consiuctn shall have al iquds and solds removed and disposed of
legally oftate by a fcensed commercial waste hauler in accordance win tie requirements of the
Hain Department or as requred by any Local Courty, State of Federal ndes and regulations. The
‘Szuctres shall en be removed and Gsposed legally of-ate or broken ivelace, 40 a8 not to hod
‘uid, aed backed wan sutable matenals by he Contractor or as requred bythe Heat Department
‘ry any ofr Local. Coury, State ox Federal des and regulations.
‘Any matenl cotaning asbestos of ther hazardous materals found wih exiting sructues or other
‘tems shown to be removed inorder to conszuct the proposed improvements shall be removed from
the ste and legaly Gsposed of fate by he Cortracto im accordance wih appicable Courty, State
(oF Federal nes or regulations.
‘Buring or incineraton on the ete fs no permited.
[EARTHWORK AND GRADING
1. Ad earthwork and gradng activites shal be performed in accordance wih te IDOT Standard
‘Specifeatons or 26 noted in the Plans. Incded in ths work,
methods that are beyond the cortrel of the Engineer. In he evert thatthe Earthwork inccated to be
Lump Sum then the Contract Price subméted by the Contractor shallbe considered as Lump Sum and
‘hall nctude all tems necessary for the complete project and no clams for extra work wil be
Fecognited unless aumorzed in wring by the Owner,
‘3. The sol boring reports for the subject property can be obtained from the Owner. The information
resented in these reports is solely for the gudance of the Contract, The Owner and the Engineer
make no representation or warranty regarding the information contained inthe boring logs of sols
report. The Contractor shall make ther own invesinasons and shall plan thei work accordingly.
‘Arangemerts to enter the property dung the Bidcing phase may be made upon request of the Owner.
ensuring ponds and retertion areas hokdtelan water and other sols related operations shall De
‘erarey the responstbity of the GeotechnicalSals Engineer. Furthermore, no undercut or other
recommended remediascn work shall be performed witout auhorzaton by te Owner and
‘documentation of extent bythe GectechnicalSods Engineer.
6 A quilted GectechnicalSols Engneer of ther designated representatve shall observe the
‘construction ofthe retention and detencon areas inching berming t ensure the areas willbe capable
of hoking te designated normal and figh water levels. Gravel of sand seams, or other condtons
‘which mary be encountered and which might lend to Gewater te area shall be remecied as drected by
{he Gectechneal Sols Engreet.
7. Topsol stripping or excavation shallintsly consist ofthe removal of the uppermost layers of organic
‘sol and stocking at a locaton shown on the Plans, in ancther area deemed appropriate by the
(Contractor and approved by the Owner, o at a locaton spectied by the Owner or Enger. No
Siockple locaton shall be fnakzed wthout the expt approval trom the Owner, Further, stockples
shal not be located witun food prone areas of wahin desnated buter areas,
8. Stripping of wegetaton or ground cover, grading. or ther sol cisturbance actives shallbe done in a
manner whch wil mnmize sol erouon. Further, the dstusbance shal be kept to a minimum and al
‘Geturbed areas shall be stabilzed wih temporary or permanent measures wttvn fourteen (14) days of
10. Embankment placement inducing preparation of exstng ground eutace pror to embankment
madified proctor denety in accordance win ASTM D1S57..
11, Topsol respread shall consist of placing a minimum ofa four (inc layer of topecl or depth incicated
‘on the Plans over he dsturbed unpaved areas witin the constuction Imts. These areas shal then
be seeded, socted, landscaped, sablzed, et as inccated onthe Plans.
12, Sod shall be placed on all Gsturbed areas witin the nght-olway and at ether locaton indicated on
De Plans,
13. Refer to the Landscape Plans prepared By Others for aditonal rformaton on the landscaping and
‘round cover requremerts.
14, Completed subgrade grading and final fvshed grading for al proposed improvements shallbe wenn @
talerance cf pis or minus one-tenth (0.1) foot ofthe design elevason.
15, Contactor shall provide unform shpes between” proposed. grades and smocth vertcal
16. The subgrade for the proposed streets and other paverert areas shal be proctvoled by the
ipeusng -
17, shal De te responstay of the Contractor to legal remove from the we any and al matenais and
‘or incineraton on he ste no permed.
‘SEWER AND WATER MAIN GENERAL NOTES
1. AU santary sewers, storm sewers and water mans as wel 3s ther servces and other related
‘2ppurtenances shall be constructed and tested in accordance wih Sie “Standard Specticasons for
sopkeatle Junscictonal Agency. The depth of the requred removal and replacement shall be
socumented by the Geotectnical’Sols Engneer and winessed by the Contractor. Ths work, when
_2¢proved by the Owner and GectechnicalSols Engineer, wi be measured and pad fora the cotract
Un price per cube yard place for unsutable aol whch price shal inchide tie removal and of-ie
éaposal of unsuitable soll the additonal bedding matenal and all labor, matenals and equipment
requed to pertarm the work as spectied,
5. Ad ubhty enches fr the proposed santary sewer, storm sewer, water man and services hing under
cxwhere the inner edge of tie wench wen two (2 feet of any pavement area, ex, cur and gue,
stablzed shouser, sxewalc buking. vblty cessing or oer sructural area shal be backfled wh
‘select pranuiar baci¢l materal and compacted as ted on the Plans.
8. The Cortractor shal be responstle for dewatering any excavation for the instalaton of santary
sewers, form sewers, water mans as well as hed services and cine related appurtenances. Any
ewaterng requred to consinect the proposed underground improvements shal be consdered
snocertalto be respectve uncerpround mproverent.
CConnectons to an exsang sewer man shal be fo an exiing sence S86, wy, tee, or manhole where
Posstle. Sewer connections to exsing santay manholes whall be machine cored. AN pipe
connections to santary sructures shall be made win flextle watersiop gaskettboct (resent
‘connector conforming to ASTM C223.
|. When connecting to an exising sewer main by means ctherthan an exsting service stb, wye, tee, of
manhole, one of the folowing metrods shall be used.
‘2 Circular saw-cut of sewer man by proper tocls Cshewertap" machine or simlar) and proper
{nstazton of sutable hubswye aaccde of ube soe.
' Remove the entre Secton of pipe breatng only the top of ane bel and replace wih 2 wye or tee
branch Sector.
1G WHn pipe cuter, neatly and accurately cutout he desired length of pipe fr inserton of proper
{rangs, using “Band Seal emia exible type couphngs to hol ily in place.
1d. Omer menod anproved by Jurscicbonal Agency.
9. “Band Seaf or sindar exble type couptngs shall be used in the connecticn of sewer pipe of cesar
materia
410, ‘The Contactor shall mack the focatons of the ends of fhe service subs wih 4d" wood posts
exending a minimum of tree (3) feet above the ground. The top twelve (12) inches of post shall be
parted green for santary, whe fo stom, and Biv for water. The Cortractor shal keep accurate
ecards of al servce conecion ocaton
11, Al szuctures lnding but not lead to frames and Ids or grates, cleanout, bboces, ete. shall be
‘agusted as necessary by tie Contractor to final fished grade elevation,
12, AD santary sewers, slorm sewers, water mans as well a5 Der services and other relsed
‘2ppurtenances shall be thorough cleaned o te satsfacton of the VEagerCiy, Owner, and Engineer
‘2s necessary during constructon, prior to inspection and testng. and at the end ofthe project.
13, ‘The Contractor shal coordinate the tesing and televisng so Tat & can be winessed by the acpkcable
Junscicion Agency.
14. The costof the clearing, televsing, and testing shal be considered incidental the Contract
1S. Al deficiencies and detects observed as well as any necessary comecive work required as the resi
f tesing oF television inspecon shall be performed by the Contractor at no adistonal cost to De
‘Oumer and wanout dey. “All ps, cracks, leaks, improperty cased joes and departures trom the
approved grades and algment shallbe recaved by removing and replang the involved sections of
‘pe. Upon completion therec, the sewer shall be retested andlor reelevised and such further
Inspecoon made as may appear warranted by the Owner or as requred by the Junscctonal Agency.
16. Refer to Santary Sewer, Storm Sewer, Water Main and Water Main Protecton Requrements tor
‘addtional requrements,
TARY
1. Refer to Sewer and inter Man General Notes for additonal requirements,
2. Gravty Santary Sewer Pipe shall be constructed from one oF more of the folowing matenals 2s
Spectied on he Pans:
"2 Polyainl Corde (PVC) Pipe conforming to ASTM D303 wih a Standard Dimension Rato
(SOR) of 26 unless ncted cmerwica on the Plans win elastomer gasket jaints confcming ©
‘ASTM 03212 and F477.
, Ductle tron Pipe (DIP), Css 52, conforming to ANSI A21.51 and AWWA C151 wih rubber
(Gasket jrts conforming t9 ANSI AZI.11 and AVM C111, The iteroe of the pipe and ftings
‘hall be cement-martar ned in accordance with ANSIA21.4 and AIWIA C104, The extent of aI
pes and rungs shallbe costed wih an asphaBic coatng per ANSLAZI.51 and AWWA C1SI for
ctl ton pipe, and ANSI A21,1A21.53 and AWWA CHIOC1S3 for feangs.
‘3. Where water man qually pipe and jonts are requred to meet the water man prctecton requeements
{he santary Sewer pipe shallbe conszuced rom ene or more ofthe folowing materals a8 spected on
De Plane
'& Polyvin! Chloride (PVC) Pige conforming to ASTM D2241 wih a Standard Dimension Rato
(GDR) of 25 urdess noted ctherwse on the Plans woh elasiomerie gasket jis conforming 19
‘ASTM 03139 and F477.
, Ductle bon Pipe (DIP), Class 52, conforming to ANSI A215! and AWWA C151 wen rubber
(gasket jorts conforming ANSI AZI.11 and AVIVA C111. The irtenor f the pipe and fings
‘Shall be cemert-ortar lined in accordance wih ANSI A214 and AWWA C104, The exterior ofa
pes and fcangs shallbe coated with an aschabc coatng per ANSIAZLS1 and AYWWA C151 for
ction pipe, and ANSI 21. 10A21.53 and AWWA CHIGCIS3 for fangs
4. AU santary mantoles shall be consiucted of precast renforced concrete sectors win tongue and
‘groove jis conforming to ASTM CATS and shall have a minimum insde Gameter of dBinches, I
mmarhole cameter isnot spected in tie Plans the requced manhcle ameter shall be determined by
|82e ol pipes and ther onertaton. The precast reeforced concrete base and botom secton shall be
monokthcaly cast Al ppe operings inthe structure shall be precest into the structure wals atthe
Proper invert elevation and onertaton, Benches and defined channel invert flow ines shall be
Provided at botiom of structures to provide smooth defined flow path bebveen all net and outlet pipe
levers. Santary manholes shall have eccertne offset cones, except where necessary due to height
lard opening restnctons, where a precast renfoteed concrete fit top slab secton shall be provided
lnsbeu of an eccentric cone section. Fist top slabs shall conform to IDOT Standard Detal 602601 38
well as meet the H-20HS-20 loading requremert Concrete adustng rings wil be permted where
necessary and shall be Imted to two (2) adusing rings totalng not more than eight (8) inches i
bet or 48 permaiad by the appkcable Juracscooral Agency, Al jis between sucture sectona,
adusing rings and frames shall be securely sealed to one arcther using a recent fexble,
‘en-parcening btuminus maste of bud seaing compound in accordance win ASTM C200, or
fexble rubber gasket in accordance wih ASTM C44) in otder to provide a wateright joint The
(Cortractor shall remove all excess masic on inside of sructue and buter jas wath morta.
‘5. Gitemal chimney seals shall be provided on al santary manholes and all santary manholes shal be
watertight
6 Santay manhole ames and ids shall be Neenah R-I713 wih Type B, sef-ceaing, watertight hs
wit concealed pick holes oF approved equal urless noted other nthe Plana Santry marbole
Tis shal be imped wan he word SANITARY cat to Pld.
7. Manhale sepa shal be herahed and insted nal Sanary and Stam structures in aocardance weh
the “Standard Specicason for Viner and Sewer Consiucson, let edtion and 98 shown en the
Plana. Steps shal be polpropyane costed sve care rerdorced steps wah slp, kd, are PURE
mings in accordance win ASTM CATB and OSHA reqaremerts. The steps shallbe placed unfrmy
at twee (12) fo sixteen (16) inches o-certer and shal be locaied ccecty below the manbele fame
opening and shal tbe located drecty over a pipe opening wan be agent of te seps general
erpenciclr to he ppe fow arecton wherever posstle.
8. An esteral crop manhole stuctize in accordance win Plans or other dunsdictonal Agency
tequrements shallbe provsed where the d@terence bebveen kwers oreaer fin o equal vo (2)
feet
2, The minimum cover over santary sewer ines and services shallbe three (3) feet,
10, The minsmum sanitary service Ine size shall be Gunch dameter ppe af a 1.0% minimum slope. Al
‘services sides shall be capped wih a watertight pg urtd connecton is ready tobe made, The pkg
‘tall be property secured to wehstand the requred tect pressures.
11, Santary sewer service risers shall be installed where the matniine sewer dep is grester han twee
(12) fet orn locations indicated on the Plans.
12, Gleanouts shall be provided in Icatons shown on the Plans or as required by the Junsdictonal
13, Alfio crains shal iecharge ito the santary sewer.
14, Extemal grease taps # applcable, shall be provded in accordance wah the Junsdictonal Agency
requrements af the ocatons shown on Plans. Contacor shall submt shop crawngs for review and
‘approval porto ordering or fabicatng the grease trap.
15. Stay seve nd reed apptenance sal De tse ad tle nacre wa te
‘2 Al santary sewers shallbe tested for acceptably by ether an atest. intration of water test, or
‘5% ofthe internal ameter of he pipe, whichever is more stingert.
& Allsantary manholes shal be tested lor wateroghiness using a leakage test in accordance with
‘ASTM C329 - “Standard Practice for lniBrason and Exflraton Acceptance Testing of Insaled
Precast Concrete Pipe Sewer Lines" or ASTM C1244 « “Standard Test Metnod for Concrete
‘Sewer Manheles bythe Nezatve Pressure (Vacuum) Test Prior to Back,
4. The Contractor shal televise al nenty constructed santary sewers in accordance wah appcatle
Jursdictonal Agency requremerts porto the completion of the prcject and fral acceptance. A
‘copy of te inspection video shall be provided to the applicable Jurscictonal Agency and the
Engnees for renew,
‘STORM SEWER,
1, Rete to Sewer and Vister Main General Netes for addtonalrequremerts,
2. Storm Sewer Pipe shallbe constructed from one or more of te folowing materials as spectied on the
Plans
1. Rerforced Concrete Pipe (RCP) conforming to ASTM C76 with O-Ring gasket jrts conforming
to ASTM C442. Pipe cass shallbe per Section 550 of DOT Standard Spectcatons, except at
pe shall be a minimum Class In nen-ciructural areas (Le. grass, paroway, et) and a
nium of Class IV in of wetin zane of influence of al strucral areas (Le, roadways, parking
ets, cus, walks, et).
». Polyninyl Chore (PVG) Pipe conforming to ASTM 03034 wah a Standard Dmension Ratio
(GOR) of. 26 unless noted ctherwse on he Plans wih elasomenc gasket jrts corvormng to
ASTM 03212.
&. High Densty Petyetnene (HOPE) Pipe win smacth wall interice conforming to ASTM D3350 wih
Jets conforming to ASTM D212 and ASTM 03250.
4. Ductle ron Pipe (D0), Cis 52, conforming to ANSIA21.51 and AIMWA C151 wih eiber
(gacket joi conforming to ANSIAZ1.11 and AYWWA C111, The terior of the pipe and fangs
‘hallbe cementmortar ned in accordance wth ANSIA21.4 and AYWWA CIO, The exerer of
oes and fangs shall be costed wan an aephalic coating per ANSIAZ1,S1 and AVA C151 for
‘duct iron ppe, and ANSIAZ1, 1421.53 and AVANA CHIOCIS3 for ftings.
3. Vihere water man qualty pipe and jnts are requred to meet the water main prtecton requements
the slorm sewer pipe shal be consirucied from ane of more of te flowing materals as spectied on
the:
|& Rerforced Concrete Pipe (RCP) conforming to ASTM C361 wih O-Ring gasket jos conformng
1 ASTM C443 and C261. Pipe class shall be per Secton 550 of IDOT Standard Specticatons,
‘except that pee shallbe a mnznum Class lin non-structural areas (grass, parkway, et)
{and a minimum of Class Vin or witin zone of inluence of al sructural areas (Le, roadways,
parka bs, cuba, wales, t=).
», Potinl CHorde (PVC) Pipe conforming to ASTM 02241 wth a Standard Dension Rato
(SOR) of 26 unless noted ctheraise on the Plans wih elastomer gasket jonts cortocming to
‘ASTM 03139 and F477.
High Densty Potyemene (HOPE) pressure pipe wih smocth wa interior and oes conforming
teAWWMA C208,
4 Ductle ron Pipe (D4), Class $2. cortorming to ANSI A21.51 and AVA C151 wth ndber
(gasket jets corformng to ANSIA21.11 and AWWA C111, The iterer of he ppe and fats.
‘halle cementmortar ned in accordance with ANSIA21.4 and AWWA C104 The exercr of all
pes and fing shall be coated win an asphalic coating per ANSIAZ1.S1 and AINA C151 for
<dactle ron pe, and ANSIA21,1QA21.53 and AVAA COCS3 for fangs.
4. Noncreular reintorced conerete pipe shall be constructed trom one or more ofthe folowing materials
25 spectied onthe Plans:
'&. Reeforced Concrete Arch Pipe in accordance with ASTM C505 and AASHTO M205,
1. Reeforced Concrete Eliptcal Pipe in accordance with ASTM C507 arc AASHTO M207.
¢, Rerforced Concrete Box Cuvet Sectons in accordance wih ASTM C1433.
5. Ad dorm sructures shall be constructed of precast renforced concrete sections wth tongue and
‘groove joets conforming to ASTM CATA. I the structure dameter is not specfed inthe Plans the
required manhole cameter shall be determined by size of pipes and thei anentauon. The precast
revnorced concrete base and boom secton whadl be manaltncaly cast. Al ppe openings in the
ructre shall be precast ito he sructse walls at the proper invert elevation and onentaton.
Benches and defined channel invert flow Snes shal be provided at botom of sructures to prowde
smooth defined flow path between al inlet and ovtet ppe inverts. Storm manholes and catch basins
shall have eccerine oftset cones, except where necessary due to heht and openng restictons,
‘where a precast rerforced concrete Mat fap sab section shall be provided infeu of an eccertre cone
secton. Flat top slabs shall corform to IDOT Standard Detal 602601 as wel as meet the H-2OHS-20
loading requremert. Catch Basins shall have the sump depth as spectted in the Plan Concrete
‘adjusting ings wil be permed where necessary and shallbe bmted to two (2) agusing ngs totaling
‘ok more than eight (8) inches in herght. All jorts between sincure sectons, adjusting rings and
frames shall be securely sealed to one another using a resilent fectle, nonardenng beumnous
mmaste or bul sealng compound in accordance wen ASTM C350, of flexble rubber gasket in
‘2ecordance with ASTM C443 mn order to prowde a watertight jirt. The Contractor shall remove al
excess masic on insde of erature and butter jorts weh mora.
6. Manhole steps shall be funished and instaled a al Santary ad Storm structures in accordance wit
the “Standard Specticatons for Wister and Sewer Constructor’, latest ection and as shown on the
Plans. Steps shall be polypropylene coated sel care reniorced steps win slp, lad, and pulout
ratings in accordance wth ASTM C478 and OSHA requrements. The steps shall be placed unormly
at twele (12) to sateen (16) inches on-certer and shal be loaied decdy below the manhole frame
‘opening and shall not be located drecty over a ppe opening wan the abgnmert of the sieps generaby
Derpendicula to he pipe flow drecton wherever posse,
T. Open i storm structures are desrnated wit "Gr on the Plans and closed hd storm stuctures are
eegrated wan Rin” on te Plans.
18. Closed id storm sructres frames and bs shallbe Neenah R-1713 wit Type B i, oF approved equal,
Unless noted ctherwis inthe Plans. Closed bd storm hds shall be imprinted wah the word "STORM"
catinta tel.
9. Open bd storm structres frames and Ids shall be Neenah R-2504-D, or approved equal unless noted
otherwise in the Plans.
10, Yard area cran structures shall be Nyloplast ine crans or ran bas structures, of approved equal,
less noted ctnenwese i the Plans.
11, Concrete fared end seccons shall be precast recforced concrete woh an end Hock cast separate to
anchor flared end secton in place in accordance win IDOT Standard 542301 for crular concrete Pipe
and IDOT Standard 542305 for eBigtcal concrete pipe. Grating for fixed end sectons shall be in
accordance with IOOT Standard 542311 and shall be provided ata flared end sections twelve (12)
Inches o greater.
12, Rip-Rap wit fer fabric in accordance wh Secton 281 of the IDOT Standard Specticatons shall be
‘rover at cations shown on the Plans.
13, Gleanouts shall be provded in locations shown on the Plans of as requred by the Junsictonal
Agency.
14, Al downspouts, footing drains, and outside stom drains shall dscharge to the storm sewer or
‘escharge at rade. No stormwater shall be dscharged ita the sancary sewer sysiom
15. Perforated ppe uncerdrans shall be corrugated fleuble HOPE pipe cortorming to AASHTO M2S2 ot
1MGS4, perorated polyethylene pipe of diameter spectied on the Plans wih a smooth interior and
‘wrapped ina sol fer tari sock supped and installed bythe Cortracor,
18, Blevatons of structures lested in curd and guer are flow Ine elevations.
17, Blevatons of flared end sections are provided at te extreme outer end of the Mared end secton,
WATER MAIN
1. Reterto Sewer and ister Nain General Notes for addtional requirements,
2. Vinter Man Pipe shall be constructed from one or mare ofthe flowing matenals as spectied on the
‘2 Ductle Iron Pipe (017), Class 52 conforming to ANSIA21LS1 and AVIWWA C151 with a 150 pal
‘workng pressure, wen push-on double sealng rubber gasket rts conforming to ANSIAZI.11
‘and AVENA C11, The irtenor ofthe pipe and frangs shal be cementnoriar Ined in accordance
wih ANSIA21.4 and AVANA C104, The extenor ofall pipes and ngs shallbe coated with an
‘atphabe coaang per ANSI A21.S1 and AWA C151 for ductle fon pipe, and ANSI
‘A21IQA2.53 and AWWA C1IUC153 for fengs. IM specifed, the ductle kon pipe and feuegs
‘Shall be encased by a poletylene encasement wih an 8 ml tuckness, Class C (ack)
Conforming to ANSIAZ1.S and AWWA C105, Insalaion of OP and feings shal be n
‘cordance wih AWA CECO,
3. Ductle iron fangs or cast ron fetngs shall corform to ANSI A21.10 and AYWWA C111; and compact
‘ductle iron tz shall conform to ANSI A21.53 and AVANA C153.
4. Atwater szuctres shall be consinected of precast renforced concrete sectons wih tongue and
(groove jets conforming to ASTM C478 and thall have a minmum inside Gameter of aB-nches. tf
‘Sructre dameter is not spectied inthe Plans the required sructure ameter shal be determined by
{ize of pes and appurtenances Dat need tobe located wehin sad structure. The precast rerced
Concrete base and botim secton shallbe monalchicaly cast. Al ppe openings in he srucure shall
be precastieta the sructure was atthe proper invert elevabon and erertaton. Viste structures shall
Ihave concenihc cones, except where necessary due to heh and opening restictons, where a
precast recforced conctete flit top slab secton shall be provided in-beu of an eccertne cone section
Ft top tlabe shall conta to IDOT Standard Detal 602601 a well a meet he H-20HS-20 loading
Tequirement. Concrete adjusting ings wil be pemtied where necessary and thal be lented toto (2)
‘justng rings ttalng net mere man echt (8) inches in heght. Alljorts between srucre sectors,
fedusing ngs and frames shall be securely sealed to one another usng a resbert flere,
ron-hardening béumnovs mastic ot butyl eealeg compound in accordance wih ASTM C250, of
flexible risber gaskat in accoréarce with ASTM C25 in erder to provde a watertght ort
‘Toe Cortractor shall remove all excess maste on inside of stuctre and butter jot wen mortar. Al
water srvctues thal be wateright.
S._Valve vaults shall have minimum inside ameter of lory-igt (42) inches for ext (8) inch ameter
and smal valves, and have a minimum inude dameter of saty (20) ches for ten (10) inch and
larger vatves.
(6 Water senaces 2 % inches in diameter and smaller shall be Type K Copper for underground services
‘contorming lo ASTM B88 and ASTM 251, Larger diameter water services shal be of same pipe and
Jet materals asthe marine water man or as noted on the Plans,
The minimum cover tom frished grade tothe top ofthe water main and water services shall be 55
feet
8 Wiater mann fitings (Le, bends, ebows, tees, reducers, etc.) may not be specticaly referenced on the
Plans and are tobe considered inodertal and inckided inte Ineatfoctaye cost of tre waterman.
‘The standards for masimum deflection at pe joints and laying radius forthe various pipe types and
Jena shall be per the folowing:
‘& Duct ron Pipe (OI) - AVNA C00,
'b Potvin Crore (PVC) Pipe «AVA C900.
‘&. High Density Polyerylene (HOPE) - Per Manufactures requremerts.
10, Thrust Hocking shallbe installed on water mains at ll tees, bows, plugs, and bends 11 Ye degrees or
(Greater tc. per the “Sundard Specticatons for Water and Sewer Constucten’, test ection. Thrust
‘lockng shall be poured in place Porand Cement Concrete.
11, Albends greater than 10 degrees, hydrants, tee, and fttnge shall be mechanical jort wih Megad.ug
‘retaning glands oF Field Lok gasket in caungs, belween fangs and al grade changes.
12. Albots and nuts shallbe starless steel.
1X A tracer wee shall be insted on all non-metaic water mans. The wire shall be contnucus tom
‘valve vauk to valve vaut
114, Frame and kts for water structures shall be Neenah R-1772 Type "8" of approved equal and bis shall
be imprinted wan the word "WATER" and "Cty of West Chicago” cast int he bd.
15. Alwater valves, fre hyérarts, b-boxes, corporation stops, curb stops, ground key stops, service boxes,
tapping sleeves, and other water man related appurtenances shal conform to VibazeKty of
applicable Junsicbonal Agency Requremerts and shall fumsh and instal the same Contractor shall
very exact model syle, type, and mantacturer required pres to adenng. All fee hycrarts shall be
parted in accordance win te appkcable Junscictonal Agency requremerts,
16 Valves shall be non-csng stem type and shall dose by ming cockwae. Allvalves shal be resbent
wedge gate or ball valves, except hat butety valves shall be insaled on al water mana 16 ameter
and Iarger, conforming to AVWA C00 wah a miiemum rated working pressure of 200 pei and in
‘secordance win applicable Junscictonal Agency requrements. Specaly valves and ftings such as
‘cut-ewralves, tapping sleeves and valves, pressure reducing valves, nserton valves, ad ad release
‘alves shal conform to the requirements ofthe apelcable Juradchonal Agency requremerts and shal
be installed at ocatons indicated on the Plans.
17, Viten maieng connectons to exsng water mains requres a shutiown that reqres an iteruption in
‘sence, the Contractor shall contact the Owner ofthe water man ard ey shall muaualy agree upen a
‘date and a tme for connections which wil alow amle tme to perform the work requred in order to
make the requred connecton, Notifications of al users to be afected by the interugtion shall be
‘pronded a mnnmum of twenty-four (24) hours pr to the service interupton, Al water mains opened
To atmoschere must be Garfected prot to returning the water man to service.
118 Water Man and related appurtenances shal be teste in accordance wth the folowing
|2 Allwater mans shallbe tested by means of pressure test and leakage test in accortance win
{he “Sandard Specticanons fr Viste and Sewer Constructor’ latest edition, AWWA C500, and
in acnordance wah arpleatle Junsdenonal Agency requremerts.
1 Adwater szuctzes (Le, valve vauts) shall be sutyect fo a leakage testin accordance wih IEPA
(udelnes and Jriscicsonal Agency requrements,
18. Ad underground water mans for fre protacton use shall be hytro tecied at two huncred (200) bx for
two (2) hours, ater te mains have been fushed.
‘2 The contactor shall perform a pretest prc to scheduling te testo be wenested.
1b The contractor shal have all the necessary equipment on ste o perform the hydro test and
recovery test
(& The contractor shall propety fl ot a CONTRACTORS MATERIAL & TEST CERTIFICATE FOR
UNDERGROUND PING. Te cerefcate sabe on se ad a copy ovens be rape ate
end of the test.
14. The cortractor shal contact the Fire Prevertion Bureau to schedule te test Provide forty exh
(48) our toe for testing. The Fire Prevention Bureau shall wines the fish.
‘&. Allwater mans which are connected to te Cay of West Chicago water main system wilrequee &
representative rom te Cty of West Chicago's Utity Drvsion be present during the fishing to
‘operate the valves and conta the flow.
20. Aer completion of the water man testing, he water mans and related appurtenances shal be flushed
‘dean and dairfecied (cNorrated) in accordance wah the "Standard Specfeasons for Viste 3nd
Sewer Conszucto’, latest edton and in accordance wih appleatle J\nsdctonal Agency
requremerts
WATER MAIN PROTECTION REQUIREMENTS
‘Water mans, water sernces and related appurtenances shall be protected from any eustng oF proposed
rans, santary sewers, siorm sewers, combined sewers, force mana, and sewer servcea, All hese
previously mentoned tems shall colecively be referred to a8 “sewer(s" for the remaicer f tus section.
Horzontal and verteal separaton requrements between water mans ard sewers 25 well 38 other water
rman protecton requrements shall bein accoréance with “Standard Specifications for Water and Sewer
CConszructon in ino”, best ectton and per te flowing
1, Hontontal Separaton:
{2 Whenever possi, an xising or proposed water main must be at least ten (10) feet honzortaly
from any exsing oF proposed can, Siar sewer, santary sewer, combined Sewer or Sewer
service,
1b. Shou lca concitons enst which would prevert a lateral separation often (10) feet, an existing
‘or proposed water man may be closer than ten (10) feet toa sewer provided thatthe water mart
invertiaat least eghteen (18) inches above the crown of he wewer, and is echerin a separate
‘wench orin the same trench on an undisturbed earth she located fo one se af he kewer,
© Wits impossible to obtain proper horizontal and vertical separabon as described in Rems Ya and
1b above, both the water man and sewer must be constructed of pipe and nt mater hat
Conforms to water main quaty pipe and at standards, and be pressure tested to tie maximum
‘expected surcharge head to assure water ghtness belo backing.
2. Verieal Separasen
'& Whenever water macs cross sewers the water main shallbe laid at such an elevation that the
invert ofthe water man sat least erhicen (18) inches above the crown ofthe sewer, Ths
Vertical separation shall be marrtamed for that portion ofthe water man located wii ten (10)
feet honzortay of any sewer crossed. This mus be measured as the perperdicuar dstance
from tie water montothe sewer. Alengh of water man pipe shallbe centered over the uewer to
be crossed wih jonts placed equdistant trom the sewer,
1 Where conditions ext thatthe meunum vertical separation set forth in Rem 2a above cannot be
mantaned, os necessary forthe wate main to pass under a sewer, one f the folowing two
measures must be taken:
The water man shal be installed wenn a Stel casing pipe hat cortoms to water main quaty
‘Pipe and jit standards and the casing pipe shal extend on each sie of te crossing unt the
ormal dstance fom the water main tothe sewer i at least ten (10) feet.
|The imolved sewer shall be constructed of pipe and jut materal which woukd conform to water
‘man qualty pipe and jort standards urtl he normal dstance on ether side of fe crossing trom
‘he water main to De sewer i atleast fn (10) feet
& Inmakg such crossings. a length of water man pipe shallbe centered over he sewer to be
‘crossed win jits equiistat from the sewer. Where 3 water main must cross under a sewer,
‘verteal separation of eghteen (1) inches between the invert of te sewer and the crown ofthe
“water man shall be martained, along wah means to suppor the sewer to prevent ther sering
‘and breseng the water man.
‘A. The horizontal and vertical separaton between water senace Ines and sewers or related service ines
shouldbe the same as for water mans. a3 detaled above, excep hat when minmum Rorortal and
verial separaton cannct be martaned, water man qualty ppe and fonts as described under
\Vertcal Separaton above, may be used for sewer or related servce ines.
Wiser mans or services shall not be alowed to pass tough oF come into contact with Sewer
srucures
Vester mains shall be separated from sepoc tanks, Gsposal felts, seepage beds, and sewage It
‘2asens by a minimum of twenty (25) feet
Waster man thall be separated from santary sewer force mains by a minimum of at east ten (10) feet
horzontaly and there shall be an exiven (18) nch vertical separsion at crossings.
‘The Contractor shal protect water mans and sernce Ines from De entrance of Pyrocarbons Bough
‘dftuson tyough any materal used in te constucton ofthe koe.
(Casing pipe shal be nstaled i locators and of matenal specfed on the Plans or where necessary to
‘meet the water main protecton requremerts, The carer poe shall be securely blocked and banded
wi appropnately spaced spacern and santay and storm sewers shall martan the spectied
‘Grader Upon installing the camier pipe the vos between the casing and carer pipe shall Be filed
‘win sand or pea gravel and the ends shallbe sealed.
es
PAVEMENT, CURB & GUTTER, AND WALKS
1. Allwork under tis Secton shall be performed in accordance the IDOT Standard Specteatons of as
spectied in the Plans.
2. Concrete cud or curb and gutter shal be constructed in accordance wah the Plans and Section 605 of
the IDOT Standard Specticatons. A % premokied fber jot fer along wan two (2) 18" long x 3
(#4) epory coated smocth round dowel bars wih greased end caps, certered on jont, shal be
Proved 2t expansion jorts. Expansion jos shall be proved af a macmum of sry (60) foot
‘tervals and at 3 ports of curvatsre and tangency, cx retuns, fv (5) feet ether side of edze of
‘sructres, and at the end of each pour. Consiucton jnts shal be provided at maximum twenty (20)
foot eters
3. Wihere proposed curb or curb and guiter connects to an exiting curd or curb and guter, he existing
82 or ox and puter shall be sawecut and then two 18" long x 3 (#4) epaey coated smooth round
owel bars win greased end caps shall be drlled and instaled rane (@) inchs into he exsing and
proposed curb. Bars shall be instaled in alocaSon similar to that of the expansion jit in the cub or
fab and guter as applicable,
4. Aleut and cu and gutter constructed over a uty trench shallbe recforced wit tuo (2) 4 epoxy
‘coated rerforang bars for a lengn often (10) feet certered over he bench or as shown on te plans.
Reversed piched curb and guter shall be insialed in areas where pavement slopes away from the
eb,
‘Scewabs and waks shall be constucted in accordance wah the Plans and Secton 424 of the [OT
‘Standard Specticatons. Concrete scdewaks and waks shall be thickened to a minimum of 6° at al
Crveways. Al scewalss and wales shall be IDOT Pordand Cement Concrete, Class SL on compacted
‘agzregate base course as shown on he Plans, Scoted cortracten jos shall be provided at fve (5)
feck tervals oF 28 spectied in the Plana, Expansion jonts consssing of a 4" premokied fiber Jort
fier shall be provided at maximum fy (50) foot intervals, and adjacent to conerele curbs, dives,
foundations ramps etc. as wel as when meeting exstng concrete was.
7. Sdewakes and walks constructed over a tity tench shall be rerforced wih tree (3) 84 round epoxy
‘cated reinforcing bars fora length often (10) feet centered over the utkty trench or 36 shown on the
plas.
Carb ramps accesste to the disabled won raved tuncated dome detectable waming surface of
sGandard brek red color or ther conrasing color shall be provided a al locatons where sidewok
meets cu and at ther locasons shown cn the Plans in accordance wih the Hino Accessblty Code
(UO), latest edn and IDOT Standard 424001, latest evson.
9. Curing and protection of all exposed concrete sutoces shallbe in accordance wan the IDOT Standard
Specticarona. No ‘honey combg’ of cder umlr lahites of the concrete surazes wll be accepted
10. Aggregate base course shal be in accordance wth the Plans and Section 351 of the IDOT Standard
‘Spectcaton. Aggregate base couse materal shall be CA, Type B, 100% crushed gravel
‘cortorming ta Section 1004 ofthe IDOT Standard Speesiesbons.
11, Beumnous brder and surtace courses shall be Hot Moc Asphal (HMA) of type and compacted
Imickness as spectied in the Plans and shall be constructed in accordance win Section 405 of the
IDOT Standard Specticatons. The surtace course shall be made wih virgn mstenals, no recycled
matenals shal be alowed rless spectied otherwise on the Plans. The Contractor shall provide and
pay fr the services of a competent paving laboratory to design and supervise the control ofthe paving
mature, Al paving materals and mazes shal be IOOT cervied.
12, Pordand cement concrete (PCC) pavement shal be Class PV wan rentorcement as spectied on Plans
‘and be constructed in accordance wen Secton 420 of tie IDOT Standard Specticatons
13. Adtconcrete work shal be freshed wi a broom frsh unless spectied ctnerwse nthe Plans
14 The Contracior shall ezw-ct the exposed edges of al exsing pavement acjacent to any proposed
Pavement apron sdewal, curb and guter or emt to provide a smoot, cean edge tat i ree of
loose materal. A proper ranston but jrt andlor taper shall also be provided as necessary. Refer to
but jot deta fr addtonal eformaton,
1S. The testing of te subgrade, aggregate base couse, bturinous aggregate material binder couse.
ssatace course, and concrete work thal be requred and be performed in accordance wih the IOOT
‘Standard Spectieatons and requremerts cf the apcleable Junsdictonal Agency. A qualfied tesong
fem shall be employed to perorm the requred tests, ensure qualty and conformance, and provice he
teats to he Engineer, Owner, ard Jurscictonal Agency. The Cortractor shal provide the Owner
‘wah a constuction schedule and shal corcnate a required testing wah the tessng fem.
16 Pror to the commencement of any paving actives, a proctcll must be performed by the Contractor
‘and approved by the VBagerCiy or applcable Juisdictonal Agency, and he Owner. All aceas nat
passing the proci-ol shall be remedied as recommended ty the SolsGectechnical Engneer and
‘pproved by he Owner, Any remediate areas shallbe retested,
17, Por toinstaaton of the aggregate base course:
‘a The subgrade shallbe prepared in accordance with Section 301 cf the IDOT Standard
Specticatons,
The Contractor shall be responsible for all subgrade compacton and preparston ta wihin 0.1 of
the proposed subgrade elevation. Subprade shallbe compacted toa minimum 95% of the
modied proctor densty in accordance wth ASTM D1857.
(6 Subsgrade shall pass a prooLoll and any unsutable areas inthe subgrade shallberemectated 28,
recommended by the Sols{Gectechnical Engineer and approved by te Owner.
18, Pror to the instalsion ofthe ber course:
‘a. The aggregate base course shallbe prepared in accordance win Secton 351 ofthe DOT
‘Standard Specfestons.
bi. The aggregate base course shal be clean and dry.
& The btumnous priming material shallbe prepared and apped according to Section 403 of the
IDOT Standard Speciteatons,
14. The Contractor shall prime the aggregate base course at arate of 0.25 galons per square yard
rer tothe placement of the binder course.
‘& The binder course shall be placed only when the temperature in the shade is at east AO*F and
the forecasts for nang temperatres.
18, Porto tie instlaton ofthe surface course.
{8 AlPavemert markings shal be in accordance wan Secton 780 ofthe IDOT Standard
‘Speciicabons and the MUTCD, and be cf the material type, ze and color spectied on the Plans.
', Pavement markang on freeways shallbe placed wan ruckemourted equpmert. Masengs on
rads omer than freeways may be placed weh emer tuck-mourted or hand-operated equemert,
«& Before applying the pavement marking material the pavement shallbe clean, ery, andtree of
ebnis of any other materal that woud reduce the adhesion ofthe markings on the pavement.
<4. Pavement mariengs shall be appbed in accordance wih the manutactore's recommended
waruesons,
‘& Pavement mafangs shall be unform and have clean sraigh edges,
{L Pavement marteng words and symbols shall conform cose to the dimensions and spacing
‘pected in te MUTCD, IDOT Standard Detats, andthe Plans.
19 Devaatons trom the requred dmensons and spacing or cher departures trom reasonable
‘Sandards of professionalism willbe cause for rejeccen by the Engineer.
21, Handicapped sas shall be stiped and ecgned in accordance wth the Binois Accessbilty Code (IAC).
latest ection and any ciner applicable ADA guidelnes. Handicapped stals shall be a minimum of
‘erteen (16) feet wide and signage shallbe aed toa post permanently mourted in te ground or wall
tnd leated in the center f Bie space no hsther than fve (5) feet from te tort ofthe accesste
space. The mrimum heh tothe botiom of the fine sgn shal be fout (4) feet. Handicapped stall
snping shal be yelow in cole.
22, AL ogre shal bein accordance wih Secson 720 of the IOOT Standard Spectcations and the MUTCD,
and be of ne materal ype, se, and color spectied onthe Plans
23. Rased relecive pavement markers shall be i accordance win Secton 781 of the IDOT Standard
‘Specfcatons and be recessed ito the pavement a3 requred bythe arpiatle Anacicoonal Agency.
24, Pavement markng and marker removal shal be in accorcance wh Section 783 of the IOOT Standard
‘Spectieatons.
25. Allpavemerts, cub, curd and guters, wala, et. shallbe cleaned tothe satstacton of the VilagetCty
‘or applicable Jursdicional Agency, Owner, and Engineer as necessary dunng consiucton and at De
lend ct the project prot to the fal acceptance.
SOML EROSION AND SEDMENTATION CONTROL GENERAL NOTES
1. Al's erotion and seémentaton contra (SESC) measures shal be installed and property maintained
in accordance win the lino Envrenmertal Protecton Agency’ IEPA) ‘nos Urbsn Manuaf, test
fecton and “Binots Procedures and Standards for Urban Sol Erovcn and Sedmeniaton Contrel,
latest ection, and shall be folowed 2s drected by the Viage/Cty and Engineer. In adcton, on stes
that wil Ubmately resut in the disturbance of one (1) acre of more the provcns outined in the
General Nazonal Polutant Dxcharge Elminaton System (NPOES) General Perm No, RIO, test
ledten, shal also be folowed.
2. Prot to commencement of consnucton, on ates that wil ubmately reskin te éetubance of cn (1)
‘2210 of more, the Contractor aha be responsi for cbtaning a copy ofthe tie of coverage ler
‘nd the IEPA Nasonal Pokzart Dacharge Ekminaton Sysiem (UPOES) General Permé ILRTO trom
‘the Owner. The Owner togeter along wan the Contractor andi eter erties so desrpated by the
‘Owner, shallbe responsible for ensuring that al te requremerts of the General Pert and the Storm
‘Witer Pol.ton Preverton Pian (SWPPP) including but not kmed to the instalation, martenance 3s
‘well a the instalation of any addtional measures necessary Dat may be requted, and inspectons of
{he sol erosion and sedimert cortrcl measures a8 well as Completing allo De necessary applicable
‘centicatons, reports, logs, e. Inspections are requred to be performed atleast once every seven (7)
‘calendar days and winin 24 hours of the end cf-a storm evert of 0.5 inches of rain (or equrvalert
‘seowtal) or greater. The SWPPP and all the required paperwork shall be kept on-ste and be
‘rganczed and ready for viewing.
2. Alleroson corr measures are tobe installed prior to any demolton earth moving acivibes or cer
esturance.
‘Sol Erosion Control measures shallinchde the provision of an erosion cotzl fence as required akong
the area of ésnurbonce, a stablzed consiucton entrance, and sediment Yaps or ether inet prctecton
method at each net or catch bas,
‘Contactor to estantsh a temporary stablkzed constrxton entrance as well as instal all perimeters
fence prot tthe start of any cleanng of gracing acts.
6. Temporary gravel stabized constructon entrance shall be matrtaned, adusted, andlor relocated 28,
necessary to prevent mud and other debris from being tacked onto adjacent pubic roadways. Any
‘ud or ether debris thats racked onto a pub road shall be prcpesy removed as soon as practical
‘ut before the ened of each worng cay.
7, Ate the sant of mass gracing and before al stom water conveyance improvements are in place and
‘unetonal al ovate storm water shall be tempcrarty dwerted into the deterscn basn or a propesty
constructed temporary sedmertation basn or colecton devie, a8 per local requrements $0 a8 12
revert surface waters trom flowng onto adjacent property.
Disturbed areas shall be stablzed by seeding wahn seven (7) calendar days of the comeleton of
‘Gexurbance. If construcson actvfy on a parton of the ste i to resume witin fourteen (14) calendar
ays cf the end of the lat cstrbance, then stabikzaton measures do not have to be inated on that
orton ofthe se by the 7th day after the completion of sad Gsturbance. Areas wih slopes 3H.1V or
(Tester shal be stablized win erosion contol Elarket or mat in addten to seeding.
i ogre ips tee peregrine pe prices lin angeieeinceregelaateny
{or implementing constructon mebods, processes and cleanup procedures necessary to prevert
10. No sediment or dats shall be alowed io eter the existng storm sewer system or flow of-st,
11, Al temporary and permanent erosion and sedimentation cortrol measures shall be maintained,
erosion contol inspector shall inspect all measures every seven (7) calendar days, of wenn
twentytour (24) hours of a 0.Sinch rain event or equvalert snowfall and report where dems ae in
roncomptance Otherwise, tie Contractor shal be responsble for the inspection as well 38
marterance of al measures and shal be subject to the terms of Federal, Ste, and local
12. Ad temporary eroscn and sedmertation contr measures are to remain in place and be funcsoning
12, Topsol stockples shal not be located in od prone areas or bufersprotectng wedands, o waters of
14. dewatering services are used, adjoning propertes and discharge locatone shall be protected trom
basins provided winin ts proect are to be cleaned at the end of conetructon and prior to fal
‘acceptance Cleaning may alsa be requred during the course of constucton ff ts determined that
the sructres are not propery functoning and ther performance is impaired,
16 Storm water conveyance swales, channels, steams or emir, f Gsturbed, are tobe stablzed wenn
{48 hour ater the end ol acve daturance.
17, Exreme caution shall be taken by the Contractor to prevert erosion and sitaton during construction.
‘The Cortractor shal inspect catch basins and clean out # neceseay, The contactor shal use
bB/eroscn cota fence siahed in place to prevent station of alldranage sinctures.
18, The Coreractor shall water the ste, as requred during dry weather t contra dust.
19. Erosion Control Maintenance and Replacement Notes
‘A Sitfences are tobe cleaned as required durng the course of he construction of te project of
{be Engineer determines that they are net property Rnctoning and thee pertormance is impared,
, Sedment vaps and basins shallbe inspected immediately ater each rafal ad at least daly
during prokanged ractal. Any requred pars shal be mace mmesately.
«Stole ater deconpoxed or became Detecave porto end le expected Me and he
Damir stl be necessary, the fabric shallbe replaced promt.
4. Sediment deposts should be removed afer each storm evert. They mustbe removed when
‘deposts reach approximately hal the heh ofthe barre.
Mud or ust which is deposted on acjacert roadways shall be removed atte end ofeach day.
20, The sediment and eroscn contol measures indicated on the plans are the minimum requremerts,
‘Acetenal measures may be requred, a3 drected by the Engine ot unsceteral Agency.
21. The Contractor shall assume responstlty for maintenance of all sol erosion and secimertaton
conirel measures during and afer consrucson However, the Contractor shall not tansfer hese
Improvements forthe purpose of maitenance unt! they have completed win the above and urd ey
have recewved final inspecton and approval from the Juricictonal Agency oF designated erosion
oral inspector and a Ntce of Termanaten has been ted (OT)
‘The work shal generally folow the folowing typcal Constrxcton Sequencing
‘ Insalaton of them sol erouion and sedeent conve (SE/SC) measures:
‘Selective vegetation removal for sit fence instalation
‘Sk fence ntaasoon
‘Consiructon fencng around areas not tobe disturbed
‘Stabkzed consructon entrance
’, lnstal vee pctecton fencng and tree removal where necessary (lear & grt)
1G Construct sediment tapping devices (sedmert taps, basins, eta)
‘4. Construct deterton faces and outet contrelsincture wen restr,
‘@. Sip and stockole tops and mass grade the ste
1 Temporarty stabize opsol stckples (seed and si fence around toe of spe)
1. Insta sancary sewer, sorm sewer, waterman and assocated inlet & outlet prctecton
1. Permanent stb detention batine win seed and eroson coil bariket
L Temporarty tabize al areas inctuding lots that have reached temporary grade
J insallreadway, parang areas, ec.
Ik Final grade and permanerdy sabize al owt areas wth topsol and seed
Ls eructures and grage ndnadual ete
1m Permanerdy sabize tie wih topsol and seed
1. Remove al temporary SE/SC measures ater he ste is stabiized win vegetation
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SECTION A-
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Use Neenah R-£990-D% Heavy-Duty Trench
Frame with Type A Grate
TRENCH DRAIN DETAIL
‘Stone Rip Rap (3 Dis. Hin}
Sr cepininnd
stusererentrcnanr
dteereranteest
sresees See ie
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The Tapping Steeve Shall be
Ductite Iron
All Fastener Hardware (ie, Nuts,
Bolts, Rods and Washers)
Associated with this Tap Shalt
be Stainless Stee!
Steps Are Not Allowed in
Watermain Vaults.
The Valve Shall be Restrained by
Thrust Restraint Wedge,
Retainer Glands Manufactured
S26 an
La TAY
NARA
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with Torque Liniting Teast = Off
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Tapping Vaive Shall be Ful
Bociea Epoxy Coated, Hon-Rising
Stem, Resilent Weage Ga
Valve wit Flange Eng and t- |
Mechanica Joint En
Valve Vault shail be §
Waterstight
Flasibie Buty! Rudd
Jomnt Seatant (2 Rin
(typ alt joints)
All Penetrations
Provide “KOR-N-SEAL” Boots at 4
Concrete Support
PRESSURE CONNECTION
VALVE VAULT
DESIGN NOTES
pe Flared End Sections
greater nan 15
ores:
Hei ci
2. Precast concrete flared end
Blan for each incividual inerattal
3 The ang dlock #
Specifications, cost
le be consice
‘ira concrete pipe Culverts having skews 00
1 Precast concrete flared end sections shall contorm
to the spplicadle requirements of AASHTO
i, Wall remforced concrete pipe
scien for pipe
Gamefer required shall be a4 undated &
Da placed prior 10 the installation
of the flared and section The and Block shall
}d in accorcence with Ar? S02 11 of Phe
2 End Section.
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PRECAST FLARED END SECTION
1 1/87 Dia Hole Toew 3/8" Plate
2/8" Plate Shall Contorm To Surtace- Sp re rar ay a
Shape OF Concrete Flared End Section
-nk“F1/6" Plate Washer 1176" Dia Hole
waa.
2174" Dia Hole They Concrete
1/2743" Bearing Plate
12-038" Bars
Optional 26 Oia
he ae
re
6
Trpicat
wi-at- Plate
SECTION
ores.
1 Gratings shail be caquired for ail flared and sections,
Larger than 12 inches, excep? when installed 95 par?
OF 3 oriveway culvert
2 Grating snail conform fo the following 10.0.
Standard aracinge
Dse-) 20,90 4 38 Her
By a
Fandard drawings shail be
Interpolated and mogihad x necessary
ion» 20
20-10"
“X= Spaces @ 9"
GRATING FOR CONCRETE FLARED END SECTION
cry oF vest ccaco:
PUBLIC IMPROVEMENT MATERIALS LIST
Updated March 10, 2018
WATER
1. PRE
‘Class 52 Ductle Iron, cement ined asphalsc coating or pant push on ots, plyethylene encased
‘wah taped jars, Al PVC pipe shall conform to AVA C-500 specs, and ery be used upon Cty
_2pproval All poljetnylene pipe shall conform to AWINA C908 Specs and only be used upon Cty
2. MAIN UNE VALVE:
\Valves- Shall be retient wedge type, rated for 250 PSI working pressure and meet AWWA C-509
and C-515 specs, Valves chal have tacory inctaled 304 starless steal extenoe boing. AL internat
and extemal sutaces shal havea fusion bonded epory coating. Valves shall be Amencan Flow
‘Contre, Clow, East Jordan, oc Mueter. Special structures may be requved for ager valves.
usterty Valves Requre Special Approval by Cty Engineer « Sha be ether Clow senes 4800 MJ or
Henry Praz Ground Hog. Al valves shal have “optonaf'epory costing cocformed to AWWA C-550
{ech ent spohed wan eperaing mt, Acro bats wie cry raed 30 saress
\Vatve Operating Nuts Deeper than 7-may require vale operating rod extensions,
3. INSERTION VALVES
‘Unted States Pipe and Fourcry Company Insertion valve wih sleeve and retainer ngs.
Part Number 910314
Team valve, weh 304 stunless steel tim,
4. Une sToP FITTpIGS
Uptband inching 12°
‘Tople Tap® MOLLSSS- Ml. by TPS®- all 304 Starless boty-branch or nazz and Manges. Al bok
tim shal also be stanless incising nuts and washers. Buna or SBR rubber gasket materal
accepted.
JCM 440. AN 304 Starless Body- Branch or nozzle and anges. Al bok trm shall alto be 204
‘Backess chosing nts and wechers, Buna ot SER ruber gasket materal is accepted
‘Sma Bla 685 Series «AN 304 Starless Body. Branch or naz and Manges. Allbok tr shall iso
be 304 starless including nts and washers. Buna-N of SER nutber gasket mater is accepted.
Hydra Stop HSF 250 Patrot Series™ AIC states body, branch or nozzle and Manges.
‘Allbot tim shall also be 304 starkess including nuts and washers, Buna-N or SER ner
(ashet materalis accepted,
Une scps larger than 17" wil requre submical and approval the City Engineer, Onty a
starkess fangs wil be det buy, al others wil requie a pre-cast suche,
5 VALVEVALLTS
Precast conerete, Neenah R 1772 Type "B* Lid or EJ 1022-1 HO.
“WATER” and “ty of West Chicago to be cast int it
EZStek gasket or equal shall be stalled ata jorts
4 Diameter or valves 6 and ess
5 Diameter for valves 10° and larger
5 Daameter for al pressure connections up to 1°
5 Daameter for al inserton valves upto 17" No eps
Concrete agusting rings nctto exceed 17" in heght and 3in number, Rubber maste shallbe
inetaled between each ort
6 FREHYDRANTS
\Waterous Pacer 250 or East Jordan SBR wth 304 stainless steel tim and breskauay vatte
flange. Assembly shall be factory pated win ctvome yelow pmet. Hydrarts may
oF MW. AX Pycrants insted on 17" or larger water main must be installed on locking hydrant tees
i
7. AUXILIARY VALVE BOKES
{East Jordan Series 8550 of Ter 6850 Series adustale castron win “WATER cast into Kd Valve
‘box Stabizers wll be East Jordan No, 58725 or Adartr Inc. ruber ought.
8 FITmnes
“Arencan Ductle lon C153, Tyler or US Pipe Cisss 260 Mechanical Jont Alltctngs shal have
EBA Megalug retarer glands, Sleeves shallbe ducte or cast iron MJ. Cuting in sleeves shall be
‘Mueler, Gow, American Flow Contra o Tyler Mechancal Jont. Where apphcate, all hyart tees
(00 17 or larger water man shall be Toclong” No Bel repar camps wil be alowed
Bots for MJ tetngs: Muorocarbon costed corten steel bots and nuts
9. TAPPIVG TEE FOR DUCTRE IRON PIPE
Mueller cast on MU #1615, Amencan Flow Control Duce Fon Series 2800, Tyler/Union ductile ion,
US Pipe Duct Fon 7-2
TAPPING TEE FOR PYC PIPE
FRomac Indus, Ine. SST Ill with 304 staciess see! Mange, Cascade CST-EX
10. casincs
‘Of necessary dameter, thickness, and lengn to meet all appkcablerequrements ofthe spect
agency - Cty, County, State o Railway. Caung spacers tobe Cascade Model CSS or approved
‘equal. Matching casing sze to ppe sxe. Casing end seals be Cascade Model CCES or approved
equal Morag of casing ends subject only to pre-approval AI push jits in casing shal have Tied
Jock gaskets” Annular space winin easing may requre filng by spectc agency, Minimum casing
wall ticknest: finch.
11, LOCATING WIRE
‘Shall be used on any PVC or HOPE Witerman
‘High-FlexOpen Trench Tracer wire for cpen-rench instalation shale a 12 AWNG sold, PRO-
‘TRACE @HF-CCS PEAS, Conductor eal be eat-drawn, 21% LACS, copper cad seel lng 3
‘AISI 1008 low carbon steel core (requred to meet break load and feblfy), wen break oad of 222%
(5,000 ps). Conductor shall be extruded wh a 45 mi high densty poyethyene, and meet the
‘APVIA coor code ofthe buried uy ine. Tracer wie shal be rated fr rect burial use a 30 VOR,
and ROHS compart,
Dicectonal Dring. Trace wire for drecsonal boring intallason shallbe a 12 AWG sold PRO-
TTRACE® HOO-CCS PE&S. Conductor shallbe hacd-crawn, 21% ACS, copper clad see, utlizng a
[AISI 1085 high carbon steel core (required to meet break load), wit raed break load of 1,330 Ibs.
(280.000 px). Canductor shal be extruded win a 4S mL. igh-densty, high moleewar weight
otyemnlene (HMW-HOPE) pursuant to ASTM D1248 wandard,
(Connectors shallbe PRO-TRACED TW.
12. TEST HOOKUPS
Invalve bores ever 400 feet or RHBVO® TREVIEW test staton, The marker post shal be
‘vangular shape, wah each ee a minum of wide. Overal length shal be 120, Post shal
De extruded RHPICPOLY TM or smlar hermoplastc matenal, Cap to be fused or stapled tothe
top.
‘The test ston cap shat be lockable, The terminal board has tvee stankess steel terminals
Post shal ince three decals one per side. Text “WARNING WATER PPELINE® shallbe
ented.
‘Decals are to contain operator name and 2éh emergency phone number.
Post base ita be a minimum of T wide.
Post shall be incaled via Grect bry. Tracer wies ae to be un tvough te hele inthe post base
‘and atachedio the terminal board win each wire atached to a separate terminal. Post Base is fo be
‘azached to the post va setappng screws,
NOTE: Type of test stston wil be determined by the Cty Engineer.
13. WARNING TAPE
Detectable metatte underground tape (Buried water ne) two feet (2) above pipe.
14 WATER SERVICE
‘Type "¥€ Copper 2 and es, installed as one continuous pece em main to bebo.
(Ductle ron F and arzer.
18 BBox
T.17, 8.1 E-Tyler No, 6500 win Vitel or equivalent concrete B-Box pad
AF 7- Tyler 6500 won Ter 6500 enlarged bas or Mucter No, £2032 Fetreca. For erlarged
foot a beck maybe used fr leg base,
18 CORPORATION STOP,
and 17-FordF-£00 Series or Muetler H 15000, Both shal have Nared copper ouset and AYWIAICC
Treas inket
14° = Ford F-£00 or F-1000 Series or Mueer 15000 Series both shal have AWAAVCC Thvead int
‘but may have a flare ox compression out
1F and 7 Ford FB.£00 Series o Mucter 200 Series, Both shal have AIWYAVCC Thread ret bt
may have aflare or compression ot
17, ROUNDWAY-cURB STOP
{T and 1"-Ford B22 Series or Mueler H-15204
1, 1 F and 7 Ford "2° Senes or Mueler 300 Senex. Flared or compression are acceptable
18, PACK FITTINGS-2RASS:
(Only Ferd or Mueter pack esngs acceptatle,
19, SERVICE SADOLES
‘ALnomasect taps 1 F and shal uve Smith Blar #372, Cascade BCSC2, of Ford FS313.
(Only 1 and 7" taps can be made indect
SANITARY SOMER
1 PRE
PVC SOR 26 upto 17 dept, SOR 21 upto 21° depth, SOR 18 over 21 depth, services to match
sewer main cass
‘Waning Tapes Detectable metatic underground tape (Buried Sewer Line) insaled 7 stove pipe.
2 MANHOLES
Precast concrete, Neenah R 1772 Type "B Set Sealing Lid or EJ 1022-1 HO.
“SANITARY” and "Gy of Viet Chicago to be cast int ie, "Santary Forcemat" and “Cty of West
(Gricago" ta be castirto lcs fora release vauts and clearcut mantles
EZ-Sick gasket or equal shal be instaled at allots
External chimney seals to be Canusa, lnfsheld, Mar Mae Sursel.o approved equivalent
External Jart seas to be MacMhap or equivalent
‘Concrete adjussng ngs not io exceed 17° inheght and 3 in number, Rubber mastc shallbe
\nstalod between each fort
No steps
3. FORCE MAIN
YC DR 18 (C-300)
FFeangs- Epory ined duce ion with EBA megalig 2000 PV restraint, or Harco PVC C07 bhve
push fesngs, or Mul fangs PVC C-507 blue bre, both meetng 4000 psi HOB PVC compound
‘wih EBAA Series 2600 restraint wan all starless bong.
NOTE: Any piping changes must be submtied and approved by City Engineer,
4 Locate wRE
Used on any PVC force man.
HighedOpen Trench. Tracer wire for open-rench instalation shallbe a 12 AWWG sold, PRO-
‘TRACE @HF-CCS PEAS. Conductor shallbe sof-drawn, 21% IACS, copper cad steel tang a
‘AISI 1008 low cabon steel core (requred to meet break load and flexibly), win break oad of
2828 (55,000 pa). Condvetorehad be exrcied wih a 45 mi high densty palyemylene, and meet
the APWA color code ofthe buried vty ne. Tracer wire shal berated fr rect bunal use at 30
vos and ROHS
‘compbart,
(Directional Dring Tracer wire for dzectonal bonng instalation shallbe a 12 AWWG sold, PRO-
TRACE @ HOO-GCS PE&S. Conductor shall be harS-crawn, 21% ACS, copper dad steal, utkzng a
[AISI 1085 high carbon steel core (required to meet break los), with rated break oad of 1,320 be,
(2£0,000 pu). Conductor shal be extruded wih a 45 mi, high-density, igh melecuat wert
pelyetnylene (HMW: HOPE) pursuant to ASTM D1248 standard.
‘Connectors = shallbe PRO-TRACE @ TW.
5. TEST HooKUPS
In vale boxes (Santary tobe cast into kd) every 400 fet or RHINO ® TREVIEW test tater.
‘The marker post shal be tiangularin shape, wen each side a minum of wide. Overal length
shallbe 120°. Post shal be exruded RrinoPoly ™ or smiar thermaplaste matenal Cap tobe
{used or stacied tothe top. The tet stason cap shal belockable. The termnal boardhas 3
starkess see terminals.
Post shall ncde tee decals-cne per sie, Text ‘WARNING SEWER PIPELINE’ shall be
Derted, Decals are to cortan operator name and 24hr emergency phone number.
Post base ita be a minmum of T wee.
Post shall be intalled via direct bury. Tracer wires are tobe run trough the hole nthe post base
‘and atached to the terminal board win each wre atached oa separate terminal Post base isto
De atached tote post wa satapping screws.
NOTE: Type atest sation wl be determined bythe Cty Engine,
6 WARNING TAPE
‘Detectable metalic underground tape (Buned Sewer Line), instaled Z above pie.
7. cases
‘Ot me necessary ameter, rickness. and length to meet all appbeablerequrements of ther
involved agenoes (OT, Rakoad. Et)
(Casing spacers to be CASCADE Model CSS of approved equal
(Casing end seal to be CASCADE Model CCES End Seals o approved equal
8 SERVE FITTINGS
Inserta Tee® Mig or nseta WYE® by Inserts Fitings Co, Kors-Tee®
ig by Treeborg Eng. Products
Approved equals wil requre submtal and aperoval by the Cty Engineer
8. COUPLINGS & ADAPTORS
Nowahear ype, ether stanless band or PVC shell
STORM SEWER
1. PRE
Reinorced concrete pipe wth natber gasket ots, or ductle ron, Class 52. PVC.
‘SOR 28 f approved by Cty Engineer on a project speciic bass
2. MAMHOLES
recast concrete, Neenah R 1772 Type B"Lid or EsNW 1022-1 HO
STORM" and "City of West Chicago" tobe cast ito Id
3. LETS ANDCATCH BASINS:
Precast concrete win he aoproprate rame and bd 38 follows.
In curbs-eeran R-2281- AL of E.W7210, win vane grate on low trough structures and at
outle structures at 99 locaton. Neenah Type C or EJIW Type MI grate to be used at all other
Jocatons. EJIW Type MS orate i be used ¢ structure win drveway.
Non curb areas- Neenah F2502 B wih Type "grate or EJNW 1022 wen Type Mt grate
STREETUGHTS
1. RESIDENTIAL STREETS (STANOARO)
Luminare Cooper Utity Lightng Tradtonaie, or equal Post Top Mourted, wen Pobyearbonste
Lens Panel
Model Number UTR 15 P2334?
Lamp Westnghouse High Pressure Sodium, ANSI designation
HESKC-ISOR, 150 Vibe, 24,000 hour rated ie
Pole __Hapco Model ive 78, Catalog Number 78.009 or equal Basshed aksminum wn factory
installed ladder rest and 3° X 5" special handhoke (Modticabon 154)
£214 ech dameter anchor boks wih indvidual bok covers on pole base
2€ Dameter concrete foundation & deep. win rerforcement cage of 6-85 verbeal,
{and 84 borzordal bes at 12 inch maximum sp90ng
Cable & Power Supply to Luminsice
‘Both conductors shallbe single conductor, underground feeder and branch cxcut cate,
bare copper ground, Type USE insulated copper Conductor, 600 vat cable, and
rmewmum AVG size 6 Or ofthe sze required based on use of 1SOwatt Luminare, in
2unch uniduc o condut
Each ight tobe connected directly to uty pedestal
2. RESIDENTIAL STREETS (ALTERNATIVE DECORATIVE)
Lumnare Antique Sveet Lames, lnc. Cantel Seres or equal High Pressure Sodium wen
(Gear Textured Polyearbonate Acom Globe, Post Top Mourted
Pole Artique Suet Lamps, ne. Captol Series o equal Fiberglass Rennorced
Lamp Wessnghouse High Pressure Sodium, ANSI desgnstn
HEGKCISOR, 190 Was, 24,000 hour rated Me.
(Cable & Power Supply to Luminare
Bon conauctors shallbe sngle conductor, underground feeder and branch orc cable,
Dare copper ground, Type USE insulated copper conducts, 600 vak cable, and
minimum AING wie 6 or ofthe sze required based on use of 150.watt Luminare,
uch unit or contat
zen ight to be connected drecsy to uty pedestal
3 COLLECTOR STREETS
Luminaire GE Lighting Systems PowDocr Luminae or equal wth cut optics Model Number
MIAC25SOAGMC21
Pole Valmont Model #31-300108S0845 or Hapco Model #31-532, or equal. Tapered
‘Aluminum, 30 fot mounting height wah 10 fock arm
Breakaway Couplng and Sct required f speed hm fs 40 mph or higher
‘41inch dameter anchor bots win inivdual Bol covers on pole base
124° Diameter concrete foundation 7 deep, win reinforcement cape of 65 verticals, and
‘ES onzondal bes st 12 inch maxerum $5900
(Catie & Power Supply to Luminaire
Sane as renders ercert candi se tall be as recited based on votaze op
STREET NAME SIGNS
1. Post
‘T ameter Galvanized Steel Post 11 foot ong. supported in 2 of concrete, buried 3 feet. Signs
can also be banded to street ight ples
(Wtnenum mounting het 7 feet from bottom of gn to near edge f pavement)
2 SIGN
{1020 gauge Aluminum Blanks: 8 inches by length o accommodate street name. Engineer Grade
Refecave Green Bacrg wah Strerfightentyletenng 6 ch here fer Sveet Name and 3inen
for Avenue, Steet, et
fOP SIGHS
1. Post
2 LB gavanzed U-channel 12oct post, tuned 3 feet. Signs can also be banded to set hgh poles
(Manmnum mouring het 7 feet rom botom of sign to near edge cf pavement).
2 SIGN
1.080 gauge Auminum Blanks-30 inch x30 inch weh high intensity sheetng
SIDEWALKS.
1. TACTILE DETECTABLE WARNING SURFACE
Detectable woming panels thal be “EZ Set Ts" as manufactured by Detectable Waring Systems,
Ine. Panels requed for use in putte siewahs shall be cast in place and Brick Red in color
P.O, Box 5416
Design {Build
Elgin, H 60121-5416
SOLTYS
land surveyors,
;
No.
eis Poleiool Design Fim cena 184-009152
we hoagerenginering com
3 HAEGER ENGINEERING
consulting engineers
WEST CHICAGO
NOTES AND SPECIFICATIONS
DuPAGE BUSINESS PARK
SITE IMPROVEMENT PLANS
INNOVATION DRIVE, WEST CHICAGO, LINOIS
Project Manoger: PL
Engineer: iv
Date 08.29.2018
ProjectNo. 17.049
“C21,
emery

===== PDF PAGE 39 =====
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DEMOLITION LEGEND
Dole:
Engineer:
Project No,
ne
EXISTING CONDITIONS
AND DEMOLITION PLAN
‘Saw Cut and Remove 81 LF. of,
See Sheet C5.0 and lighting plan.
Existing Curb and Gutter 2)
Relocate Existing Light Pole.
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DuPAGE BUSINESS PARK
SITE IMPROVEMENT PLANS
INNOVATION DRIVE, WEST CHICAGO, ILLINOIS
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consulting engineers
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===== PDF PAGE 40 =====
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Project Manager: P.UPSKI
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Date:
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Per Doc. No, R2096-197138 ~ |
Project No.
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Phd Date, Fob 18, 201 1 Cte
Fle Mame: PLIST AITCARA Deeg Fd Engrewng 724 Eas
Phoned By: ate

===== PDF PAGE 41 =====
[Extraction: OCR (rendered-page OCR)]
1
Varies
Zz
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NORTH
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MANUFACTURING | WAREHOUSE 7 - faNurAcrTuRI 1 L WAREHOU e -
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CWA 4. LOCATE FIRE HYDRANT AT A MINIMUM OF FIVE (5) FEET Project Manoger: PLUPSK
1 T } FROM BACK OF CURB. Engineer: PUPS
I sis se bas 2. ELECTING LINE ELECOMMUMICATIONS LINE, AND Daw” eansroie Li
| / eae ad GASLINEAS SHOWN scHEMATIC.SEERMALPLANS | rocane trae | L
we ‘ Sr EACH UTLITY COMPANY FOR ExAGTLAYOUT, =e ;
SEE SHEET C5.1 FOR CONTINUATION 5.0,

===== PDF PAGE 42 =====
[Extraction: OCR (rendered-page OCR)]
PROJECT NOTES
SANITARY SEWER
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1
2
3
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rs
EXIST. SANITARY MANHOLE. ADJUST RIM TO FINAL
GRADE AT 765.25, EXIST. INV. 744.96(NW,SE).
‘CONNECT TO EXIST. 8” SAN. SEWER WITH §°x6" WYE.
EXIST, INV. 744,90 (TO BE FIELD VERIFIED PRIOR TO
CONSTRUCTION).
256 LF. «6° PVC SDR26 @ 4.06%.
48" DIA. MANHOLE, RIM 768.10, INV. 755.30
10LF,-6" PVC SDR26 @ 2.0%. INV. AT BUILDING 765.50.
65LF.-24" RCP. CLIV STORM SEWER @ 0.20%.
45" DIA. CATCH BASIN, RIM 766.00, INV. 761.47 (247NE,
24°S).
80 LF. -24" RCP. CLIV STORM SEWER @ 0.20%.
45" DIA. CATCH BASIN, RIM 766.00, INV. 761.63 (24°N),
INV. 761.63 (17°E)
79LF. +12" RCP. CLIV STORM SEWER @ 040%.
48" DIA, CATCH BASIN, RIM 764.45, INV, 761.95 (12-W,
AEN, 17S),
53C, 43 LF, -6" PVC PERFORATED DRAIN PIPE @ 2.21%
54, 212 LF. +24" RCP. CLIV STORM SEWER @ 2.36%. INV.
ATBUILDING 760.00.
55, 15° RCP. F.ES.,INV.752.25.
56. 171 LF.-15" RCP. CLIV STORM SEWER @ 1.00%.
57. 72" DIA. CATCH BASIN, RiMt 763.80, INV, 753.96 (15°E),
INV. 757.60 (15°W), INV. fran
STA. 14 LF. «7" DRAIN PIPE @ 1.0% INV, 759.15 OUTFALL
‘OF GRAVEL TRENCH.
18, 24LF-- 12° RCP.CLIV STORM SEWER @ 040%, s78. 164 LF. -€ PVE PERFORATED DRAIN PIE @ 0.50%.
WATER MAIN oO 49, 59LF,-HEAVY DUTY CONCRETE CAST IN PLACE iW, 769.30 CONNECT TO GRAVEL TRENCH, - - -
TRENCH DRAIN WITH NEENAH F-4990.0X GRATE @ 610.90 LF, -€ PVC PERFORATED DRAIN PIPE @ 0.83% i i | i i
‘1. 107X177 PRESSURE CONNECTION WITH VALVE AND 0.3%, RIM 764.45, INV. E END 763.45, INV. E END 763.27. 57D. 76 LF. 6" PVC PERFORATED DRAIN PIPE @ 0.79% i |
60" VALVE VAULT, RIM 764.98, CONTRACTOR TO 20, 24LF.-12" RCP. CLIV STORM SEWER @ 0.40%. STE. 119 LF, 6" PVC PERFORATED DRAIN PIPE @ 0.50% i |
VERIFY EXACT LOCATION SZE, AND ELEVATION OF Hy b4Ce-oneav’ Dury concnere enst it PLACE fe 341 LF -ternep- CLI STORM StWmER @ aT.
2m 10" DLW.M. TRENCH DRAIN WITH NEENAH R-4990-CX GRATE @ 69, 36" DIA. MANHOLE WITH OPEN LIO, RIM 767.25, INV. i
2 BIL olae 239s RM Teas INV-W END T6045 INV. E END 703.20. Te090 (18 +P. 76530 (6N 5 oe Sania: Sa ae = eine
. 26 22 TOUR «12 ReP, CLIV STORM SEWER @ 040%. 60, 204L-F-- 12: PERFORATED UNGERDRAIN @ 0.32%. i i
4. FIRE HYDRANT COMPLETE WITHSLF.-6DIWM,GRE 23. 4 Bin CATCH BASIN, RIM 76550, INV. 7623. 36" DIL MANHOLE WiTH OPEN LID, RM TO7-25, IV. | op)
; 2e T2UP.-1F ROP. CLIVSTORM SEWER @ 00%, 761.98 (178, 1E-W) IV. 70530 (61. 63). |
10 VALVEINA Gr VALVE VAULT, RIM 76770, 2s Gera cATen Bash Ri Toss, WV. T8200. 2, WaLieir nepreLivstonm seen @ 027%, / 770 Sa[2
a LE be is ROP. FES, BW.T01.00. Sx, 45° DIA caTCH BASIN RuM T5450, INW. 16200 17) | | Se
7, RE HYDRANT COMPLETE WITH 17 LF -€* DAW, Bn te te Re cui stonm seven @06s%. SL Seca <e renronten unbenonaiv@ ese Mn, TE a nn sank | H _770_ 2a
28, 48" DIA. CATCH BASIN, RIM 765.50, INV. 761.73{15°NE), 65. 116 LF,-6" PERFORATED UNDERDRAIN @ 0.50% MIN. = 5 eal Fy
* Pub eumuraconer merase soe pa etteteerct trate moras Ecivtwomsey ea
Ae A Ia Ne ORATOR TD. 29, 72LF.-17 RCP. CLIV STORM SEWER @ 0.50%, 67. 416 LF,-6* PERFORATED UNDERORAIN @ 0.50% MIN, Proposed Grade Line Along Proposed Sanitary Sewer Service M c as
4 130, 48" DIA CATCH BASIN, RIM 765.50, INV, 762.49 (12°N, 68. 24” DIA. CATCH BASIN, RIM 765.00, INV, 762.50 (12°NE}, LO i D¢
4, RST, WATERMAIN PRION TO CONSTRUCTION. tee fees mr nce. cLN stoma stwen@ oat ; - z : Beg
Fr erent seen, civeTonmsewen ease. Be ec ne een, [== Ss = ee ols
oir 32 f° DIA CATCH BASIN Rb E550, BV. 7E%00 (120, Th. 16LF,-12° RCP. CLIV STORM SEWER @ 0.50%. fal
Te Se Oe ave yu, ptt HERE Sot souen ear Creo sae | Nn
# (35. 48" DIA. CATCH BASIN, RIM 765.50, INV. 761.34 (1S"NW, SING TABLE Bottom of Watermain = 760.01
1% Connect To EXISTING 10" STUB’ CONTRACTOR TO aro , _— i
VERFY EXACT LOCATION, SIZE. AND ELEVATION OF 26, MUP -IS ROP. CLIVSTORM SEWER @c90%, [cnossanc] ROUND | Peer PrER care) ores — ~ essing wf} |
ta, DUST, STUB PRIOR TO CONSTRUCTION BY; Agrodc Garon BASIN, aM T6850, NV. I81.03 (TEN, a ee Crossing Bottom of Strm Sewer = 76033
an 1S*SE). BIS Som = 76133 | BS Satay = 74590 ‘Bottom of Storm Sewer = 762.20
16. FRE HYDRANT COMPLETE WATH 38 LF. -€° DAWA, 28, 29LFr-15" REP. CLIV STORM SEWER @ 0.20%, ne ee | i
16, 10°VALVEIN A Go" VALVE VAULT, uM 766,90, 38, IE REP. RES. WV. 76200, we sense [oe eeeey =e 755 | Top ot Sanitary Sewer #78238 | 755
11. FREVNDRAIT COMPLETE WITH IBLF +f OL, at runs ieReb.oLiv STORM SEWER @e29%. a es —t “Yi a see iiauuewtaman ei _
40: AISLE 1 OLWAR. 42 AE OA CATCH BASIN, Pa 70480, PV, 76228 (15, ee INV. 755.59. i 6" PLV.C. SOR26 | | / entering ne Peet
1. GF VALVE VAULT, FIM 760.70, CONTRACTOR TO. 43, ISILE. 157 RCP, CLIV STORM SEWER @ 020% «| Tipe sree ey ° | |
2 ‘Ue bu caren BASIN, uM 76835, hv. 6257 (1°SE, Tht Wae = 7813 [Tae Som = rao Top of Sanitary Sewer = 745.44
VERIFY EXACT LOCATION, SIZE, AND ELEVATION OF Pray s | ms 7.0 |S sewer tobe wiarmain qty 10S" P.V.C, SDR26 AT 2.00% 750
EXIST. WATERMAIN PRIOR TO CONSTRUCTION. Ate ERR. Ee Bad Wane = 10068 [826 Sam = 7757 a tO LotR Rewer OEY a es = = 4 f
7 GREET OOS MET THO“ DWI, WRAPPED WITH FILTER FABRIC. WV, 763.85, Se ee a eee Mc Connect to Essting * Sanitary Sewer
; 45, OSL =o ROP. CLIV STORUI SEWER @ 020%, Top of Sanitary Sewer 781.34 j i Correct ida Satay Sfwer,
O (48. 48° DUA CATCH BASIN, RIM 765.85, INV. 762.78 (15°E, 7 7819 (Ee) oe ey Hi { | '
STORM SEWER 15). BE Som = 75059 [BS Som = 75785 745 | | i 745
1. 30° DIA RCP. FES. INV.760.00. ABA. BLE. -4" PVC STUB AT 1.0%, THE END TO BE yb wa [te som = 790 [is oom = rane] 57 Cf. a nn i a . a
Se ck ece, WRAPPED WITH FILTER FABRIC. IV. 763.5, OF bem 2193 [ons Gem > T
3. 60" DIA CATCH BASIN, RIM 765.00, INV. 760.34. 47, 137 LF, - 15° RCP, CLIV STORM SEWER @ 0.20%, Te Sum = Ras [120 Sem = 75700] i H i i
Z_ SSLF. 230" RCP, CLIV STORM SEWER @ 0.20%. 40 AF OU. CATCH BASIN, RM TE. BV. 76306 (FE, . mua Se es ee 33 | i | i i
© Gor DIA caren Basi pau 725, NV. 780.5 0, zw) “Soy i
762.03 (12°SE 43. 100 LF. - 12" RCP. CLIV STORM SEWER @ 0.20%. Tis_sum + reas | T_Becve = 701s ie» Abert oes i
5 ee recent qian, ih Sebi careu eas rens n-Teas eh |: parecer [eT sen] AP! _[eeteenncemntrotene 7a u u L 740
: : . ES. INV. 75225, z on ea i roan
TL SEOUL CATCHBASDL RMI, 7E ein ToRU SEWER @ 100%. oy | we Pe ete el eer SANITARY SEWER PROFILE
4. TTLE.+26° RGP, CLIV STORM SEWER @ 0.20%. ‘63. 77 DIA. CATCH BASIN, RIM 763.50, INV. 753.51 (24°SE), BAS Som 7a |B Tate = 78m [pearson wen aly earcary ‘SCALE: 1"=30" HORZ, 1"=5' VERT.
9. 48" DIA. CATCH BASIN, RIM 765.75, INV. 761.09 (247, INV. 785.00 (24-W), INV. 758.77 (2"SW).. 7 ue THE Som = 76609 | TS Gas = 76197] an: [esaed prccbaccsssesremsearany re
2673) 53A. 23 LF, «2° PVG DRAIN PIPE @ 1.0% INV. 758,90 ieee eae Se
10, 125 LF, -24" RC.P, CLIV STORM SEWER @ 0.20%. OUTFALL of GRAVEL TRENCH Jeomoary_
‘11, 48" DIA. CATCH BASIN, RIM 766.50, INV. 761.34 (24°N, ‘538, 167 LF, . 6" PVC PERFORATED DRAIN PIPE @ 0.51%
sw). SEE SHEET C5.0 AND C6.0 FOR CONTINUATION
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Relocated Light Pole, Spices in street ight Fe
220 LF-10 Wide Discharge, Erosion Protection Cable ae not allowed. Wires shall be EP
lanka (VMAX $0 250 by North American Green or Equal) feplaced to te nextavalable structure. See ep 2ii
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===== PDF PAGE 43 =====
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ENTRANCE DRIVEWAY DETAIL
GRADING
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DuPAGE BUSINESS PARK
SITE IMPROVEMENT PLANS
INNOVATION DRIVE, WEST CHICAGO, ILINOIS
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Engineer:
Date:
Project No,
HAEGER ENGINEERING
consulting engineers land surveyors
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Project Manager: PLUPSK
PUPS
oan92018
(Onnenrereene

===== PDF PAGE 44 =====
[Extraction: OCR (rendered-page OCR)]
Stootess Steel
Tnternat
Expanng Band
Remove Benchng. it
nating sanitary
ry ‘Mannole Sturctore
Necessary Before
ring Hote
NOTES:
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Uned foe Watertight Connection
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Tee note 1 below). Compact to 95% (ASTM O-1S57) 8- Lilt
47 Compacted granular beasng material. per standard
Epecitcations for water and sewer main const
Minois, 8” Lifts max. (Leove measure! Compact
(aS1H 0-1557).
Cast Monetitnvealy
MANHOLE - TYPE A
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é ‘mininum aepth of £°) and replaced wilh
etal and Compas
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TYPICAL TRENCH CROSS SECTION
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in Dia Move (See Plans)
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4 GlaanEsating Mandate of Any Det, Concrete or Dede whch may Accumate
SANITARY SEWER CONNECTION TO
EXISTING STRUCTURE DETAIL A
Precast Cont. Agjusting Regs
Bottom Barrel Section ana B21
Bachtil Same Material & Procedure
AS Aajacent Piping
the Regared
2. Ker-W-Seal Flendte Ruder Bost (Manutactured by Matias Pliion
Contre aprtean, neo a3 Appeoved by the Engineering Department shall be
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Direction OF Pagestrian Travel For The Entice wigth OF The Walking
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TYPICAL
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DuPAGE BUSINESS PARK
SITE IMPROVEMENT PLANS
INNOVATION DRIVE, WEST CHICAGO, ILUNOIS
PL
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Project Manoger
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Date: 08.29.2018,
ProjectNo 17.049
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===== PDF PAGE 45 =====
[Extraction: OCR (rendered-page OCR)]
RT
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DuPAGE BUSINESS PARK ome
STORM WATER POLLUTION PREVENTION PLAN
SECTION 7 TOWNSHIP 39 NORTH RANGE 9 EAST
WEST CHICAGO, ILLINOIS
DUPAGE COUNTY
7.0, Box 5416
Elgin, HL 60124-5416
D
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Existing Symbol Description Proposed Symbol
° ‘Storm Sewer Manhole @
fo} Catch Basin e
a Inet 7
a Flared End Section <a
¢ Headvall C
4 Area Drain a
° ‘Sanitary Sewer Manhole e
Oe Clean Out ®€o.
— Storm Sewer a
Storm Sewer Serce
Perforated Underdain
— Sanitary Sewer
Sanitary Sewer Service —
— Combined Sewer
—a— Force Main
—— Water Main
om Water Main Service
a Fea Hydrant a
VILLAGE oF WEST CHICAGO g ? me ®
Department of Pubic Werks ~
Croneeng Diva g a BBox &
untea 1 ° Wettead fo}
Wt Cacao tones 2 x Light Pole x
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owner: 2 — 4 Trai Signal Win MastAm om
Netix Group ne. 8 Hand Hole 8
1800 W, Havhome Lane, Sute N -—— a Fence ——
West Chicago, IL 60185, _] = ‘Geared rs
Tot 6302311331
Fax: 6002344900 2 8 pean 5
FA d Sign 4
DEVELOPER: & a ® Gas Vahe ®
SOLTYS DesignButd 3 —— Gas Line oe
P.O. Box5a16 3 —— Elect Line ——
Eig, IL 60121 ou Overhead Utity Line om
Eos ; a —.—
633.4 oa Electrical Pedestal o
PREPARED BY: oe, Electric Manhole ®&
Hoeger Engineering LLC. = ayes Ph
Tinots Prot Design Fim #164-003152 o tty Pole *
100 East State Parkway Telephone Pedestal
Ecnsonbarg e178 4 8 Tatars rte @
Tot 247-945500 —r Telephone Line =
"ax: 847-394-6608 4 a. Pray
‘unaegearnoungcon 4 Sate rvPecsat “o
~ Flagpole ~—
on Maibox ™
& Handicapped Parking Stall &
Number of Parking Sats
Oo Se 2 cD
Reverse Pitch Curb & Guter x —s
Depressed Curb =—= —— $
— Retaing Wall — [=
¢ maxx (Curb Elevation and em basis
OPP Ke Guter;Pavement Elevation ad Late D8
oe Pavement Elevation oo A 2
ork Sidewalk Elevation woo 45 5
ox + Ground Elevation —— ox 7
tyemere Topof Wal Elevation wen = ora i
waa Botom of Wal Elevaton em aa
Open Frame & Grate nt rer
Benchmark (Closed Lid Frame & id emma 5:3
THDEXTO STORM WATER POLLUTION PREVENTION PLAN SHEETS ~~ Swale coe '
Site Benchmark ee nos
= aa ae wee]
CP # 652 (See Survey) EC1.O ‘SWPPP TITLE SHEET ro ag bated oe
Description: Bot on Hydrant . £C2.0 | SWPPP GETIERAL NOTES, SPECIFICATIONS, & DETARS wee of}
Elevator: 76455 NAVD 88 (Geoid 124) £30 | _ stm WATER POUUTICN PREVEVTION Pat (PPR —— Wedand — 1
- - Wetland Buter =:
- Normal Water Level 33
= High Water vel a
—_ = Flood Pain g8
- - Flood Way s
Deciduous Treo
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Cal 81 thea 8 pours, chen
Nee ee een os.29.2018
FrojectNo. 17-049
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[poceeremerny

===== PDF PAGE 46 =====
[Extraction: OCR (rendered-page OCR)]
‘Stormmater Pollution Prevention Plan
‘Ths plan has been prepared to comply wih the provisions of the NPDES Perms Number
sued by the lines Environmental Protecton Agency for stm water discharges from Consiucton Ste
Actrtes,
I certy under penaky of law tat tis document and all atachmerts were prepared under my recton of
ssentucn accordance wih a system den gned io axsre ut quashed persorel papery gered 8d ‘Tu ranral cepesoneavetaion of ent on ve, snd sega! ams otic esrb Pou orca bax Wate ey eye at dtd er pee ond Pest One Senin Sten OES)
tvkaed ibe Fvomaton subnited._ Based on my Peary oe per or peers wo manage the several) Serta, Bs 67982276 Hoe corelacen perl laesle nen ero bape} REINFORCEMENT MAT <TRMD
System, er ea person dct responatie er uu te efomacan te Freon sic 12 Gus
a bet olny owiege and beet ro, scout end comes Lam aware ft bere ty Sgweant Te praccesecected fr inlemeraten were deemined on fe bas ofthe techcal ——_V.Now Storm Wate Discharges: Si (ici i i Wisk wes a sa Ret a
enalbes for submting false informscon, inching the possibly of fine and imprisonment for krawing
ebons,
‘3 Storm Water Management: Provided below isa descrgtion of measures Pat wil be installed
\dunng the constructon process to corral peluzartsin sim water dcharzes that wil occur ater
‘constucton operations have been competed, The instalation of these devices may be subject
to Section 404 of the Clean Water Act
12 Such practces may inchde but are not kmted to: storm water deterton structures (nchutng
‘wet ponds) storm wate retertion stuctures, low azenuation by use of open vegelsted sales
guaance in Secton £98 (Eronen and Sediment Cort) in Chacter 9 (Landscape Design
{and Erosion Conti) of the Iino Department of Transporasen Bureau of Design and
Enrronment Marwal. ¥ practices omer than those discussed in Secton 58-8 ae selected for
Implemertaton oF i practices are apple to stuatons défeent from those covered in Section
‘The lncicence o Non-Compliance shallbe mated to the folowing actress:
inoss Emvronmental Protecton Agency
‘Dyson of Water Plison Contre.
‘Aan: Complance Assurance Secton
4021 Nort Grand East
Except for fos from fre ghtng actives, sources of non-strm water tat ia combined wth storm
‘water dicharpes associated win the industnal achvty addressed in this plan must be descrbed
below. Approprate polkton preverton measures, as described below, wil be imclemerted for the
‘OwneriContractor Certification Statement
‘Toa eaateabon eat put fe Slr Wate Pesan Preverdon Fan tr Be DuPage Buaness Part Ste rerovoents
rave acearaance wen Gener NPDES Pema Na. nme yt Baron Eroronmeral PratctonBoeny.
‘hs ahows mented prec [hee pronied al ocamantan rogarvatobe mh corguanc wehbe RIO and Sm We Peaster
Prenton anand vd ponds thy epdnestomeneaocamons at necraey.
nari ame a ‘5248, the technical Bass for such decrsons willbe explained below. ‘en-slorm water componert(s) othe discharge. = —
1. Velocty dissipation dences wil be placed at discharge locatons and along the length of any ‘A.Spil Prevertion and Control - BMPs shall be implemented to contain and clean-up spis and prevent
tee tae cxtial channel as necessary to provde a non-erosive velocty flow trom he siucture to a ‘materal discharges to the stom drain system. The contracor shall produce a writen plan sating how iw om
Wwater course so that the natural physical and Bilopeal chavactenstes and Aunciona are bist company will prevet. report, and clean up spls and prove a copy to all of hisher employees
NemoiFoatoapeny smartaned and protected (eg. mantenarea of hysreloge conditora such aa the hydropened and the resent engineer. The contractor shall natty al of hesher employees on the proper protocol Rama retomenr —
and nycrodynamics presert prior tothe intation of construction actives). for reporting splls. The contactor shall potty the resent engineer cf any spils immediately
Ske Deseription: os ar
‘A The folowing is a description ofthe project locaton
‘The project locoted southwest cf the crossing of Innovation Onve & Technology Boulevard in
Descrgtion of Storm Water Management Controls: Istalation ofa storm sewer system. Al inlets
wile protected wen Sk Baskets.
4.0ther Controte:
B.Concrete Residuals and Wisshout Wastes - The folowing BMPs shall be implemented to control
esidual conrete, concrete sediments, and rinse water:
‘+ Temporary Coverete Washout Facies shall be constructed for nosing out concrete
trucks. Signs shall be instaled dvectng concrete tuck drvers where desprated washout
ied Ghzag, Ls Secon, Townap so hart Range Sean alin Pope Coury, os fecteva elated
(See Location Map on the Tile Sheet for additonal information). ” a Vehicle Entrances and Exts - Stabiized constructon entrances and exts must be constructed: ‘+ The contractor shall have the location of temporary concrete washout facies approved
‘preven toag faaret oreo oadeaye bbe escent engeecr
1. The folowing a a description ofthe consiracion activity whh i the subject of ths plan:
Redevelopment of the entre ste in 2 phases to accommodate an manufsctunng / warehouse
baking wth related improvements including dive aisles, parking, and improvements to veltes
lnchuding storm sewer, santary sewer, and water main.
(C.The folowing is a description of te intended sequence of major actvtes which wil disturb sols for
‘major portona of the constuction ste, such as grubbing, excavaton and grading
Exact phasing and sequencing has yet to be determined. Generally, rees wil be removed as
‘equired, and then cleaning and qrutbing will occu. Next, mass gracing wil commence for the
‘bukng pad and parkeng areas. ‘Then the underground utltes wil be constucted. Fnaly, te
Dukings, paring lt, etc wil be constructed, folowed by the instalaton of landscaping.
(The total area ofthe construction ste is estimated t be approximately ¢ 22.0.acres
The following isa weighted average ofthe runoff coeticert for his project ater constructon actvties
are completes ‘+ Spll cleanup materals, materal safety dats sheets, an invertory of matenals, and = Contanment
ssmeroeray contact ress sal be. searsuied sre sired bs one Seelgnated sine ond Pinky way ment rior 2 me cat need te pdm a et es rp a
‘The weighted runot! coeticent after completon of all phase 1 constructon actives fs ‘each Contractor i to inform hesher employees and the reset engineer of tvs locabon. Use of Grip Pans and Absorbent ean ven Seon. -
‘approximately 0,62 and for the entre ste afer phase 2 is competed is O75, ‘Automate SnaOt Nezies AW noe sen ease nan © arsine 2
Stockple Management « BUPs shall be implemerted to reduce or elminate poluton of storm ‘Topping Of Restrctons
FF. The folowing is a descretion of the soll types found at the project ste followed by infermaten
regarding thee erosivty
Please refer to the geotechnical report prepared by Sol and Matenal Consutants, Ine, dated
‘The contractor wil provide the resident engineer wth a writen plan denying the locaton of
‘wil use to construct and maintain
‘shipped or stored on pals. Such materal is to be covered by ata roc! or lrge sheets
‘of plasec to prevent precptaton trom coming in contact wen the products beng stored.
‘+ Lage tems such a8 ght stands, raming materials and lumber shal be stored nthe open
Ina general storage area. Such matenal shall be elevated wih wood Blocks to minmae
‘contact wih stm water rune
‘water trom siockples of sol and paving materals such as but not Imted to portand cement
concrete rubble, aschat concrete, aschat cencrete nible, aggregate base, apgreyate su
base, and premixed aggregate, The folowing BMPs may be considered
‘+ Penmeter Erosion Barer
Temporary Seeding
1+ Abtemporary concrete washout facies are to be inspected by the contractor after each
‘se and all spils must be reported to the residert engineer and cleaned up immediately.
1+ Concrete waste seldstiquids shal be disposed of propery
(C.Ler Management « A proper number of dumpsters shall be proved on ste to handle debris and
‘ter assocised wih the project. The Contractor is response fr ensuring hither employees place
‘af Kter inching marang paint cans, soda cans, food wrappers, wood lathe, markng bbon,
‘onsintion sing, and al other conszucon rested ize nthe proper dumesters,
D.Vehidle and Equpment Cleaning - Velxcles and equipment are to be cleaned in designated areas,
rly, preferably ef st.
Vehicle and Equipment Fueling ~ A vanety of BMPs can be implemented during fueling of vehicles and
‘equpment to prevent poluzon, The cortractor shal inform the resdert engineer 33 to which BMPs
wil be used on the project. The contractor shal iform the resident engineer how (s)he wil be
sfoming haber emelyees cf tesa BMPs (Le. Sona, Waving]. Below ar afew examen of
these BMPS:
Leak lespecten and Repasr
F. Vehicle and Equipment Martenance - On ste maintenance must be pertormed in accordance wah all
‘enecnmental laws such as proper szrage and no dumping of old engine ol or other fds on sa.
‘The Owner, and al Conrucors and SubConencrs parkrrang wan om DVS ke we reguens 1 Oh above Busted
Carueaton Saarat. The Sgn Coctcason habe martaned onbe Ste wehbe SWPPP.
tent ee eet
EROSION CONTROL BLANKET - TURF
France Feo | Ss
i BLANKET INSTALLATION ZETALS /-———— —— | Ovowes,
So
Teroent \ranaeta comer }
1. oak ocean ania sn wen sce hp = =
2 Sear Fete cro wh ay rr of i urn Wet Pon Pron Pw rena owt
sce ts hs Pi se inal tea 2 SS ade Herald hey thsigerp eng tly omen irae penal ie
posto tonpobonrepenipe er pedinernereenspaay eee ne ee ee s =
The contracts wi provide he resident engineer oft 5 erties pan cf the procedures (she wil ‘SUPPLEMENTARY EROSION CONTROL NOTES *
ven ig eh eign tit pa Sein co Sromrarterte teers SUPPLEMENTARY EROSION CONTROL NOTES a
pit iret ie par conmercenetct cencin sreameated vio ek hte Shree prefers
emetic, Ho mai rch tg eu ne csi anne Ra mmm emma me see ee en |
Te aise chen cin phn St itl Nese knee yt ferigemtiter ete ory Se ee ae oad Peale Beets Bene ee POC
pasts See os eae ie ee os Seeteeal inioteces Gore eee eee epost
Sas a. paces tie cnt ean at emcee emcee win rhaie ame «SIREN mee Ons Cane Sea ae creat es couse
Daretet s tein os oncom een oe pol ok metry lad kay trp ory ly a
(toe wen crt str nr age rrr br aratn urge ee cee ee eens eer?
Sc sn ene es es ae ae aa & The crac sal pol va wa gio nw te eat echew tenttg ——«Sauetbetoreseenay na rents neu ta perens te tonsa e
ees See rare ee oe ale ae ees eee Eck en bageer te eghend pepstatin Porc et plorep ep lpedebon py pemeaged mieghernohan Bs elas
pe a lego leg igi aed ee coe topeton oe guts Ce paso a eee eee ey een Ph oe
Re hy a ei Nip tastes eae tenet dec cis ea nee ieee Earanvkeras
Sa Se eee i eee ees “ 7 snunvave Soar tn Seats por os bens pert a 2 mpaeseeeeneas -
renting. pee et sian pis nen micas _ SSR acre re ee ois cTiDN ENTRINGE
he ‘wen (DOT spectications. whch are at least as protective as the requremerts cortaned in the ‘Al erosion coriral measures are ta be intalled prior to any demoltcn, earth moving activities STABILIZED CONSTRUCTION ENTRANCE PLAN STABILIZED CONSTRUCTION ENTRANCE PLAN
iteieaa kis Soe mca Roe alan RS aaa teas Rc ee eee, eae
Ria SS Ses eee ia eel eer ae eae SR! SENOS wnsier mame eatin anni we Seto = = -
ese eee reais teen ce etter: 7 comme weseet ace waa Sane oe a 2 Fi
provided below. Requirements spectfied in sediment and erosion ste plans, ste permts, storm ‘4 Temporary gravel stabikzed constructon envvance shall be maintained, adjusted, and/or WASHOUT FACUTY — SARSIER WALL Fo. Existing &
Thee native tn ek ee eres Sartre erie ceca tcsc s,m te ae ae atm Ene vn a 2
Proteching surlace water resources are, upon submittal of an NOL, to be authonzed to cischarge public roadways. Any mud or other debrs that is tracked onto @ pubic road shall be property eee:
The following pelutants of concem willbe assecsated win ths consructon proeet
‘Sol vedmert and dust, and consinxcton of btuminous pavement.
B.Controts:
‘This cecton of the plan addresses the contcls Tt wil be implemented for each of the major
construction activites desenbed in LC. above and or alluse areas, borow sies, and waste sts. For
leach measure dscussed, the contracor wil be responsble for ts implemertaton as indicated. The
‘contractor shall provide to the resident engineer a plan for the implementation of the messures
lndeated. The contactor, and subcontractors, wil ctty the resent engineer of any proposed
changes, mantenance, or medticatone to keep constuction actvbes compart wan fe perm. Each
‘such coiractor has ened the requred certfication on forms whch are attached to, and are a pat ef,
is plan
‘A.Erotion and Sediment Controls
1. Stabilized Practices: Provided below is a desertion of interm and permanent stabtzaton
practees, incuding ste spectic scheduling of te implemertaton of the practces. Ste plans wl
‘ensure thal exsing vegetsion is preserved where atnatle and dstubed partons of the ste
‘wilbe stiblzed, Stabikzaton practices may inchde but are not Imted to. temporary seeding
permanent seeding, mulching. gectextles, soddng, vepetaive bur strips, protecton of tees,
Dreservaton of mature vegetaton, and over appropriate measures. Excest as proved below in
KAY a) and BA), stablaaton measures shall be inated as soon as practicable portons
Deserpton of procedures and requrements spectied in appleatle sedmert and erosion ste
plans or storm water management plans approved by local oficial:
‘See Storm Wter Poluton Prevention (SWPP) Plan. SWPP Plan shallbe modtied as necessary
by the Contractor dunng construcon to prevert sedmert trom leaving the ste of entering the
oftte storm sewer
Maintenance:
‘The folowing 1s a descnpban of procedures that wil be used to mactan, in good and eflecive
‘emoved as econ as practical But before the end of each working day.
Dstubed areas shal be siablzed by seeding winin seven (7) calendar days of the
completion of dsturbance. I constuction actvty on a porton ofthe ste isto resume witin
{fourteen (14) calendar days of te end ofthe lst cisturbance, then sisbdzaton measures do
‘not have to be intated on nat porton of the ste by te Teh day ater the completon of sad
deturtance. Areas wth slopes 3H IV oF greater shall be stabized wth erosion contol
Lankat oc matin adetion to seeding.
The Contractor shall provide adequate plarning and supervision during the project
‘constructon period for implementing constuction metrods, processes and cleanup
procedures necessary to prevent water poiton and contro eroson.
No semen or et shal be alowed to ener te exsing som sewer sytem oF fow
te.
‘AM temporary and permanent erosion and secimertaton contr measures shall be
imarianed, repared andlor replaced as necessary to ensure efecive perfomance. If
required, a designated erosion contol inspector shall inspect al measures every seven (7)
Calendar days, of wenn twenty-four (24) hours of a 0.S-nch ran event or eqavalent snow(al,
{ad report where gems are i noncomphance. Ctherwise, the Contractor shal be responsitle
for the inspection as well as marterance of al measures and shall be subyect tothe terms of
Federal, State, and local requremerss.
‘Ad temporary eroscn and secimertason cortrd measures are to reman in place and be
functoning untl fral sablzaton After tinal ssblzatn, the Cortractor it to remove and
ccumtses fom sod measures shal be permanendy sabkzed.
TEMPORARY SOIL STOCKPILE DETAIL
Existing
Pevenent
vied Las
SECTION A-a
Design pBuild
Po. boxs4ie
eg conan site
DN
a
=
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Nn
eho ene,
Fever thn
Revision
PusCoy Comer,
‘Qualited personne shall inspect disturbed areas of the constructon ste which have not yet been 10. Topsol stockales shall not be located in ood prone areas or buffers protecting wetlands, or
of he ste where consruction acovives have temporary of permanently ceased, But in no case
finaly sablzed, sructural cord measures, and locatons where vehicles and equipment enter and ‘waters ofthe Unted States o County. Stockples shall be protected trom ercsion by instaing .
mere tran 7 days afer the construction actvty i that porn of the ste has temporary oF
ermanendy ceases on all dsurbed portons of te ete where constuction wil not occur for & ‘ext be ste. Such inspectons shall be conducted atleast once every seven (7) calendar days and ‘ub fence around the penmeter of the stockple(s|. Sockples shall be seeded witin seven (7) vores:
enod of 14 or more calendar days, ‘tin 24 ous of the end of a sirm that is 05 inches or greater or equvalent snowal. calendar days c compton. I Fiter tanec shall meet the requeenents OF material specification
= ‘392 GEDTEXTRLE, Taste Tor &, Class T, Il or IV end sholl be plecea
11, W cewatenng servces are used, adjonng properties and dacharge fecatons shall be
Protected from eroscn Discharges shall be routed tough an effectve sediment control
measure (Le, sedemert Trap, sedmert Basa, of eter appropriate measur).
ver the cleared arte prior to the placing of roc.
2hock or recaned concrete sual newt one OF the follovng ISOT cosras]
‘ogregste resetion, Col, 2-2. Ord or Ct and be places eccorang
SECTION
ADstubed areas, use areas (storage of matenals, sockples, machine martenance, fuelng. et),
‘a.Vihere the intaton of stabizaton measures by the Tih day after constructen actuty
borrow ates, and waste stes shal be inspected for evidence oor the potential fo, poltarts entering
‘temparaly o¢ permanent ceases i precded by snow cover, stblzaton measures shall be
Soh sees wees becanoge sycen, Een and sedmertcoracimesnsee Serica nie an shlbe ceseves 12. Eure caian sal be tse by be Cowesar & fever eroson and sB3bon Garg . seorenate wnat 042s Fos OF | arb acral ese cp:
Serge other en enrg corey. topcteresforaaencmasn tite" Grancin. the Gren tl get cen ra outcry Te wee Gane tit copecton 5
Practoes wilt uted Temporary barat fepuced fo mcetam utr eosan contol meszres are etecive mpevesng sgnéenterpace __cendacar alle saernon carl ence Sede place proves sone a8 raze si <
The folowing Saenbn Practens wl be sed forts rect Temporary seeding. bs PR Coe ineanase re easels Fm nie | ‘i Dy arairage fectuen reasred brctuse of sasnng ‘all be —
Peweiseonens ~ off Ste sediment Faceng. 13, The Contractor shall assume responsibity for mantenance of al sol erosion and ap wasn racks ure unse tray shall be intaied eccorag to the ==s
Dessbe how he Stablzaton Pracces ed above wate tte: Sed & nk tecmentsten conte meanaes dura and ar censor. However, be Contact sh merachorw’e tovchtatere oo:
based on he reuts of te encecon. he dseton of pte part sources Wetted pel ater eve mprovenens ar he pope of martearce Wl ey have competed TaTes sj a TS Z
See Sixm Wer Polen Preverson (SAPP) Plan. SHEP Pla sal be madfed st Scan Iason snd pakaes promot mensswa uotmcdlesecsn Bano eae panel st. «Se te shewe'enl tal ay how tceend el topes ond Sheol toe fe Tincciote owe ous e———— & MC E.. =—— O MG be
ecesary byte Centacar aug consrcsen ts pve excimer tom enna bes Beproonate au acon da praccate ate such rapecton. Ary cheges othe pan resutngtom De _“uradcional Agency of Getigcied raven coro apes nd a Nese ot Temesson Rot 2 EtreeSie Ge es Sada y tice hee wn procteal sterearde ——— er by =z| Y mer tes Lug
Cstenng be ottie som ave ‘equred vepectors shal be replemerseg wih pou 1 1 week based cn be urgery Gite beentiea (HOM Etats suse = 22 pA le A ee el =
sitacan. “The render engneet wi nety tie Connor cf te be requed a inpewe’t such 14, ‘The wrk thal general low te flowing hipcal Constcten Sequenng 2 Resieras wr ne rere Toot crn 458
‘2 Structural Practices: Provided below is a descreton of stucturl practces that wil be ‘Sctone Brough the weelty Rapecton report {2 Intaliton ofthe sol erosion and sediment cotrel (SE/SO) measures Freres for, erean meme git
implemented, tthe dezree azanable, to vert flows fom exposed sols, fore Bows of cterwise 2:1 Seecave vegetation removal fa fence maison fie Gain Tor cterneetar roth ep:
Eitruct andthe secarge ef pobians fom erpoed essa ti, Secnpocices may CA Tepar sunmarang he scope lhe nspeton ranean auaestons df perenne 22. Stance nesta 3 Dou Sy Cece errcts o soo wterroters shoud +3
Include but are fot kmted to. permeter erosion barre, earn hes. cranage swales, sediment ‘nupecton, the axis) of the mapecton, maj chservavonsfelsng 10 Oe eplemeracon os 23. Sublzed constucten envonce a Ea a act ctactwtes = ii
Foon dich choo msautate worm. pee usps Samm lel srease™ som cn Piet dorm water pouacnpreverton ln ahd atc taken in acctcnce wah sacson WS) sa be b. Teeramoval here ecesy ironing to,f:
preton, roc evel protecton fertoced sol feaning syome, pabone ad tenporsy 6 ‘Rave und ead apr be laf tan vee) years ere oe ecco The © Sup andccle pel and mass rae be ste pee ei
Pernarert severe bans. The intabson of ese Govics maybe supe to Scion Oto {apart wal be agredinscotarce wan Pat VLG ole goer pert 4. Terpuarty aoe opaal holes (sed aed wt fence ard toe tse) a oci:i
cies Viner act ‘© Consincton of sir sewer system and other utiten, along wih associated inet oa 3
Dit ay won ce proong of espa ert rg be ent coon wo protection cay bated £29]
The tolowing Svat Prices wil be used forthe project: Perimeter eroton cartel (st covered by De ln te ence erpreet ‘ooo Operate Secon t Tenperarysontzaton of aes at ve reached temporary grade EJ co?
Pek: (ce by eval at epa.rnoncanssa tess gy tephae ofr wit 74 hous fe nee. The 6. Gukang creation 2
fesderl Engreet tal on Corgis and taba an sdence Gt Noocongaaes” (I) ep ft Parra x conaracaen poe"?
CCeserbe how the Structural Practices ted above wil be vized the eretied voloson wana 5 cays ol tie nosert. The feudetenpreer shal une forms proved 0 Pemanendy sable ste wih tpl seed and Hanket INLET PROTECTION - PAVED AREAS MANUFACTURED ABOVE GRADE = areil
the Bros Exwrormertal Petecten Agency ad shall cute spect tformton onthe cause of 1 Remove all emporary SEC measures ater the eis sab INLET PROTECTION SILT FENCE PLAN SILT FENCE - SPLICING Two FENCES 23
See Sem Wiser Petison Preverson(SHPP) Pan. SMPP Pin shall be mocted as necessary tereorplance. sicea whch were ten f pevert ay fuer cates of ronconplaee, and 8 DROP-IN PROTECTION =:
by te Cartactr Gateg ceric i pevertsecmert tom leaving te ate eetng te ‘Seemed Gvaing ay enema enpact wich tay hve tused fom be ncaa, A = . Zi
chute wetad. Tepe ol nonconbarce ul be ured by a fesponstleacbortyw acercace wen Pan VIG a 7 Pater Foor eaymen = tw ato Gage We rere 23
Semenlgeme 7) 52
g2
se
poets river Fare 4l ow
CONSTRUCTION SEQUENCE e a “Zz
AND SS BE, S/S izle Ze
fe OS POS SO, {iad g
RESPONSIBLE. GES LE) EL . step 2 2. rE ts
‘Sod Protection Chort CONTRACTOR . ELEVATION (alt [e} a aoe
stobitzetion
a vw rea weet — = 0 /B5$
Permanent = = = = — ao. |mGe
Sonat 7 I —/|— Ss 3 2s:
Seeding 5 — Step 3 wi uit
Sea? £ — GE /BOE
= = i = 2
Sossing — Odiua
=, ciacae ts 2 0/O8!
2 — 5
6 (Sa:
—— Sine
A REMC BLUEGRASS (© SPRING OATS 100 LBS/AC heres * = w aE-
ana > wes enn Re pr — ee ee a |°5
; cm (Sirois anet rasear SECTION
fi ee P srenmeeamene leet — TO meme tin mati tart een en ee
Sue 2 Tons Perera mee 5 nen of 18 hones te tw grand Und ey Irina Honore PL
ied fae [Shnce sacay artery ster coritey to prevent Engineer ove.
Date: 08.29.2018 >
S, RCATON NEEDED OURAIG JUNE, AAY AND SEPTEVOER cerns err neers = mm nom feitNo 17.049
1. (BREATON NEEDED OURO JUNE. suRy MO SEPTEM ed ——S ies gs 3 ieee coin 5 m ;
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===== PDF PAGE 49 =====
[Extraction: OCR (rendered-page OCR)]
|
E
|
‘SOE YARD - LANDSCAPE
i
LGOGG EE
SEARS
BES NNN
LIL GLEDLEE
Soo)
Ol a
LG
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4B reset ot au
S
pSISESESISESISESESSSESSSSSSSISSSSESITE:
— (5) ASPEN "PRAIRIE COLD"
/—— _STABUZED PATHWAY MAX,
SEE DETAL F/LLOL.
(AROUND PERIMETER
‘OF BuLDNG)
(1) HONEMLOCUST “SRE, 4° CAL,
(1) SeRviceserrY
“AUTUMN BRUJANCE™
Cv
gue,
GROW-LOK
f— (Q repo
\
BARSEQUE GRILL TO BE
SBROVOED BY OWNER,
comnecin To HS
Loca
No) suze —
GROW-LOM, $6
(4) barons —
IANA
BUNT SeRUBS THROUGH EROSON
ET TO ALLOW NO/LOH
VEGETATQN TO GROW IN BETWEEN
‘vOos.
NATIVE ADAPTED HERBACEOUS PERENNALS.
DETALED PLANTING PLAN AND SCHEDULE TO.
RBESSSSRAY BE PROVIOED AS A BULLETIN PRIOR TO.
DECIDUOUS TREE,
SEE DETAIL BL101.
KKK KKK q
RRR CONSTRUCTION. AREA: 11.258 SFT (0.26
ACRE). 1 GAL @ 18° CENTERS = 5,788 PLANTS
SEE SPECIFICATION 329200, DETAIL DA.1.01.
MOWED TURF GRASS (SEEDED)
NATIVE DECIDUOUS
‘TREE, SEE DETAIL,
WITH EROSION CONTROL BLANKET.
‘AREA: 65,530 SQ FT (1.5 ACRE).
‘SEE SPECIFICATION 329200.
NOMLOW MOW FESCUE MEADOW (SEEDED)
BL1.01
WITH EROSION CONTROL BLANKET.
‘AREA: 44,430 SQ FT (1.02 ACRE).
ORNAMENTAL TREE, [327
SEEDETAL BLO. ff
‘SEE SPECIFICATION 329200.
‘SHORT STATURE ORY MESIC PRAIRIE
S55) (SEEDED) WITH EROSION CONTROL BLANKET.
‘AREA: 68,537 SQ FT (1.57 ACRE).
‘SEE SPECIFICATION 325000.
EXISTING TREE TO
REMAIN,
‘TALL GRASS DRY MESIC PRAIRIE (SEEDED)
WITH EROSION CONTROL BLANKET.
‘AREA: 312,504 SQ FT (7.17 ACRE).
‘SEE SPECIFICATION 328300.
NATIVE DECIDUOUS
SHRUB, SEE DETAIL,
‘SHORT GRASS DRY MESIC PRAIRIE (SEEDED)
WITH EROSION CONTROL BLANKET.
AREA: 68,994 SQ FT (1.58 ACRE).
cutot.
PROPERTY
‘SEE SPECIFICATION 328200. FOR OVERSEEDING.
BIORETENTION PRAIRIE (SEEDED) WITH
EROSION CONTROL BLANKET.
AREA: 15,940 SQ FT (037 ACRE).
SEE SPECIFICATION 329200.
4° DEPTH SHREDOED HARDWOOD BARK
MULCH MAINTENANCE PATH.
SEE SPECIFICATION 328300.
STABILIZED PATHWAY MIX.
SEE DETAIL FILA 01.
\ (aygornesrust
S ad
(14) suooTH SuUAC.5G,
I
J |
I A
ii Hl
ill
Wh
nui Ll
SN ommon SC amd addhadoh
\ Sond
FRONT AND EXTERIOR SOE tp
(=e
\ te ter aerate
LANDSCAPE
= [jl “
FRONT AND. EXTERIOR -SDEYARG— Ty Ty
(1) HoNeyLocusT “sxYUNE’,
3° CAL (REPLACEMENT
PARKWAY TREE)
SEEDNG IN EXSTNG
BWP AREAS 10 BE
DONE AS AN
‘OVERSEED OF THE
[BASTING VEGETATION.
NO EROSON BLANKET
REQURED.
‘STONE INFILTRATION TRENCH.
ALL WORK WITHIN ANY R..W. SHALL CONFORM TO
‘STANOARDS AND SPECIFICATIONS OF LOCAL
ANDIOR STATE JURISDICTIONS.
ALL DISTURBED AREAS SHALL RECEIVE TOPSOIL
‘AND BE SEEDED PER SPECIFICATIONS UNLESS
OTHERWISE NOTED.
‘THE CONTRACTOR IS RESPONSIBLE FOR FULLY
MAINTAINING ALL PLANTING (INCLUDING BUT NOT
UMITED TO: WATERING, SPRAYING, MULCHING,
FERTILIZING, ETC.) OF PLANTING AREAS, UNTIL
FINAL ACCEPT
\STOR |S RESPONSIBLE TO NOTIFY.
EGY IMMEDIATELY OF ANY DISCREPANCIES
‘ON ORAWINGS.
‘ALL CANOPY TREE CALIPERS AS NOTED ON PLANS.
7. ALLTREES AND MULCH RINGS MUST ALLOW FOR
(SG GLEAR PATH FROM PAVEMENT OF LANDSCAPE
NOL OW TURE MOW FESCUE EDGE AROUND
PAVENENT EDGES TOBE 95- WE.
SHRUB GROUPINGS TO BE MUL.CHED AS
BUANTINGSCANOSEAPE EUS NOTINOVIDUALLY.
CHLESS OTHERWISE SPECIFIED.
PRESERVE & PROTECT ALL EXISTING TREES
PRGtnl YO RENAITAT ALL AMES PER SPEC 311000
SDETALALION.
|. LABELS ARE FOR CONVENENCE OMY.
CONTRACTOR TO VERIFY ALL QUANTITIES PER
12. ALL SEEDED AREAS TO RECEIVE EROSION
CoWTROL BLANKET. SLOPES LESS THAN 4:1 TO BE
NAG BIONET S758N” SLOPES 3:1 AND GREATER TO
BE RAG BIONET S1508H.
13. No! IG ZONES SHALL APPLY AROUND ALL
ILITY STRUCTURES, 15. FOR TREES, 10° FOR
‘SHRUBS AND 5 FOR PERENNIALS.
Ww
0 20 40 80
‘Scale 1"=40'-0"
Landscape Architect:
vation Design Forum
403 W, St Charles Road
Lombard Minos 60148
{60.559 2000 Phone
16305592030 Fax
wwe cline com
Client:
Norix Group Inc.
LIanovation Drive
‘Weat Chicago, IL 60185
FOR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
provement Plans
NORIX FACILITY
Planting Plan
DuPage Buisness Park Site Im
IssueRevision
(02-18-2019 Site Dev, Rewobmvitst
Job No.
Date No.
1208-2019 8010.00
L1.00
Q 2018 BY CONSERVATION DESIGN FORUMLING

===== PDF PAGE 50 =====
[Extraction: OCR (rendered-page OCR)]
PLANT SCHEDULE / REPLACEMENT PLAN
TREES
[Simbot [Sclentiie Name [Common Name ‘Gusntiy ‘Sie Spacing _| Container [Comments
|wet-tormed Muto-siam,minmum 3-5 canes,
Jame JAmetanchierxprandtora'aaumn Britance’ [Asn Briance’ Serdceberry 1 1zar NA B85 |Maintan branching formihabt to minimize pecestian|
lontics around hardscape areas,
[EACA [Garpaus carotene [ie Beech = Far WA coy
[ce oc [Cons ccadertis Prare Pade Praine Prije Hackberry 2 Feat NA Ba
[Wetted MuR-stem, minimum 3-5 cant
lceca [cores canadensis fRecous 3 eur NA 1838 [Mints beanerung tomhaba to minmize pecestian|
conficts around hardscape areas.
[our [Geeaisia Wiacartnos vor mermis SKVipw [Siyine Honeylocust 6 Fea WA oo
[ouTr [Gedasia nacaninos ver. nernis Shine [Styne Honeyocust gy Fal WA B88
ievor [Grnnoctadus Goicus Esprest [Espresso Kennchy Core Tree a Tet WA 388
Put [Paris aceriota Moron Cecio! [Exiamaton!™ Londen Planevee + Seal WA 238
[Pom [Populus vemulodes Praine Gig Aapen 3 cra NA 238
[ova [Quercus ata" [we Oo Feat WA 688
lover [Overcus bicolor [Swamp Wiite Ook 5 Tet WA B28
foume [Overcus mmbrcara [Shingle Ox 2 Fel WA oo
fouma [Overcus macrocarpa™ [Bur Oak 35 Tet WA oo
fovru [Overcus nabra [Red Oak 3 Seat WA oo
ULOA. [Ummus cowciana ver joporica Moret [Scouse Em 19 Teal WA oo
[ULOA, [Venus éavciana vr. japonica Wore COUDE™ Em 3 Far WA 358
Quercus aiba and Quercus macrocarpa are speciied as 2"calper toes due transplant dates related i tap rect
and nursery availabilty
SHRUBS
3-6" cau
ons cr Comeue AGKREGATE
fume
01 CA-7
NecREcaTE
CONCRETE CURB zo
‘
2
COMPLETELY SEPARATE CAT AGGREGATE FROW ANY ADJACENT CAS AGGREGATE OR SOL
TREE ORPLNE
FENCE PLACED AT DRPLNE
4° WOOD LATHE WITH 6° BLACK T
POSTS 8 QC. POUNDED INTO PLACE
TO 4 ABOVE GRADE
1, PROTECTIVE FENCE MUST BE PYSTALLED PER SPECAACATIONS PRLOR TO ANY CONSTRUCTION
[ACTMTY AND MAINTANED BY WORKING ORDER UNTR. ALL CONSTRUCTION OPERATIONS ARE
(COMPLETED. DO NOT STORE ANY EOUPMENT OR MATERALS WTHN THE PROTECTED AREA REUOVE
‘THE PROTECTIVE FENCE ONLY AFTER CONSTRUCTION OPERATIONS APE COMPLETED,
Landscape Architest:
Conservation Design Forum
403 W. St Charles Rosd
Lombard Hino 60188
(650.559.2000 Phone
630.389.2030 Fax
won elfine.com
Client:
Norix Group Inc.
Innovation Drive
‘West Chisago, IL 60185
Symbol [Selortiic Name [Common Name ‘Coane Sie Spacing _|_Container_[oomments
EPA [pescatus parvola [Bonetnah Buses 14 Sat NA __| Container
[cEme [Coanomus amencarcs [New Jersey Tea S ‘Soat WA_| Container
[comm [Confus americana jetcan Haseint 75 Seat WA__| Container
RAR [Rrus aromatca GroLow [Sumac Go-tow m8 Soat WA__| Conainer
Rac [Rhus copatina Monat [Wingled Sumac 200, Soat NA__| Conainer
Race [Ros glabra [Smooh Sumac. ™ Seal NA__|_ Container
WEST CHICAGO AIRPORT DISTRICT LANDSCAPE STANDARDS - 10.5.5
Front and Exterior Side Yards
LASSUN FT
Requirements (1) Shade tree, (1) Omamental tree
Jor (1) Evergreen tree per 100LN FT and (10) shrubs
per 251N FT of the yard to be landscaped excluding
|curb cuts. (Note: Excludes tree requirements for
parking areas.)
+14 Shade Trees Required
+14 Ormamental Trees Required
+.578Shrubs Required
38Provided
provided (Difference provided in shade
trees.)
780 provided
side Yard (East)
‘SOLLN FT
Requirements (3) Shade tr
1) Ornamental ree
or (1) Evergreen tree per 1OOLN FT of the yard tobe
landscaped excluding curb cuts. (Note: (10)
Additional 2° shade trees were provided to account
for the difference in caliper inches from the code
required 3° calipertrees.)
+8 Trees (Any Type) Required
18 Shade Trees provided
‘4Omamental Trees provided
side Yard (West)
BGINFT
[Requirements (1) Shade tree, (1) Omamental tree
Jor (1) Evergreen tree per 100LN FT of the yard to be
liandscaped excluding curb cuts.
+ 8 Trees (Any Type) Required
BShade Trees provided
Rear Yard
SS3LNFT
Requirements (1) Shade tree, (1) Omamental tree
or (1) Evergreen tree per 100LN FT of the yard to be
landscaped excluding curb cuts.
}+9Trees (Any Type) Required
9Shade Trees Provided
[Detention Area (North)
(COOLN FT @ HWE
Requirements (1) Shade tree or (1) Omamental
tree per 1001N FT.
+ 6 Shade or Ornamental Trees Required
6Shade Trees provided
[Detention Area (South)
6S LNFT@ HW
Requirements (1) Shade tree or (1) Omamental
tee per 100UN FT.
+ 6Shade or Ornamental Trees Required
6Shade Trees provided
[Ground Signs Surface (24 x5")
320SQFT
Requirements: (1.3 ft) Sign Surface «(1539 ft)
Landscape Area
«18059 ft of Landscape Area required
208SQFT provided in perennials, 1GAL @
18" Centers = 104 Plants
DUPAGE BUSINESS CENTER LANDSCAPE STANDARDS
Requirements: 25% turf minimum and 75% turf
maximum. (Note: Turf minimum provided is tess
than requirement due pursuant to LEED
certification.)
(65,333SQFT (11%) provided
2. GRANITE COBSLES AS SUPPLED BY KAFKA GRANITE OR EQUIVALENT,
3. "PNGER® PRE TO BE 10" LENGTH AKO CONNECT TO STORM ORARAGE STRUCTURE IN PARKING LOT ISLANDS. (2)
PRES PER STRUCTURE TO DRAN DOW LANOSCAPE WATER BETWEEN STORM EVENTS.
4._ SEE QVL FOR PAVEMENT ANO CURB DETALS, GRAGING AND UTUTY SHEETS.
E STONE INFILTRATION TRENCH 3/4"=1'-0" TREE PROTECTION FENCE 1/4"=1'-0"
© 2011 by Conservation Design Forum, nz stone inf rch © 2015by Conseratinn Dasisn Forum, Ine. 10.00 Punting Plan
¥4 TaNt T (} Ast
Oe te
mE
CA 6 AGGREGATE
BASE COMPACTED TO 95%
NOTE:
1, DECOMPOSED GRANITE TO BE KAFKA STABILIZED PATHWAY MIX. COLOR: BEIGE BLEND. SUBMIT
‘SAUPLE FOR APPROVAL PRIOR TO CONSTRUCTION.
2. SEE SPECICATION 321540.
‘3. EDGNG TO BE FLUSH INTERLOCKING SYSTEM WTHOUT OFFSET OR OVERLAP. STAKES NOT LESS THAN
12 INCHES LONG W/ TWO AT EVERY JOINT. STAKE POCKETS ON INSIDE OF MAINTENANCE BED (VERIFY
LOCATION OF ALL UNDERGROUND LINES). STEEL EDGNG TO BE COLOR BLACK. SET TOP OF EDGNG
FLUSH WITH GRADE. SUBMIT EDGNG PRODUCT INFORUATION AND 12° SANPLE INCLUDING JOWNT.
1 ‘AX0 BURLAPPED (848) wIn
2. TREES SHALL BE WULOHED PER SFECACATION 329300 SEAS EASE
3X PLANTING SOL TO BE FULLY IN CONTACT WITH ROOT BALL FREE OF SoH CLO0S
THAT CREATE LARGE AIR CAPS PROMIIING GOCO ROOT TO SOL CONTACT.
FOR REVIEW ONLY
DO NOT USE FOR CONSTRUCTION
STABILIZED PATHWAY MIX T'=1-0
F | WITH ORGANIC LOCK BINDER
© 2016 by Conservation Design Foniny Ine
B DECIDUOUS TREE PLANTING
© 2018 by Conservation Dexien Foran, Ine
nove:
INSTALL HORTH AMERICAN GREEN S7SEN/SISOBN (1~800~772~2040) OR EQUIVALENT.
12. BEGN PLACNG BLANCET BY ANCHORNG THE BLANKET IN A 6” DEEP X 6” WOE TRENCH WITH APPROXMATELY 12°
(OF BLANCET EXTENDED BEYOND THE EDGE OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAXES
[APPROXMATELY 12° APART IN THE BOTTOM OF THE TRENCH. BACKPLL AND COMPACT THE TRENCH AFTER STAPUNG.
‘SECURE BLANKET OVER COUPLACTED SOL WIM A FEW STAPLES/STAKES SPACED APPROXMATELY 12° APART ACROSS
‘THE WOTH OF THE BLANKET. NOTE THAT 4 LOOSE SOL CONONTIONS, THE USE OF STAPLE OR STAKE LENGTHS
GREATER THAN 6° MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS.
3 ROLL THE BLANKETS DOW OR HORZONTALLY ACROSS THE SLOPE. BLANETS SHOULD UNROLL WTH APPROPRIATE
Soe AGANST THE SOL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOL SURFACE WTH STAPLES.
4. THE EDGES OF PARALLEL SLANXETS MUST BE STAPLED WITH APPROGMATELY 2°-5" OVERLP.
5. CONSECUTIVE ELANXETS SPLICED DOWN THE SLOPE MUST BE PLACED ENO OVER ENO (SHINGLE STYLE) WH AN
APPRONGLAT, 5° OERLAP. STAPLE THROUGH OVERUPPED AREA, APPROMMATELY 12" APART ACROSS OTE
(CROWN OF ROOTBAL FLUSH WTA
OSTNG GRADE
REVOVE BURLAP FROM TOP 1/2
(OF BAL OR ENTIRE CONTANER
cme
recone ene
STAMOS T aes
‘MNMUM 18° DEPTH AMENDED SOL :
PER SPEQRCATIONS TO FORM Tb)
PREPARED PLNTNG UX
Baste SvacRADE ——
x
NOES:
1. SHRUBS SHALL BE MULOHED PER SPECICATION 329300.
NORIX FACILITY
Planting Schedule and Details
G EROSION CONTROL BLANKET NTS
© 2008 BY CONSERVATION DESIGN FORUM, INC. 01.00 Plating Plandng
(CC | SHRUB PLANTING 1/2"=1'-0"
Desion Forum In. 01.00 Planting lan dg
© IIe by Concer:
DuPage Buisness Park Site Improvement Plans
PUNTER EDGE
“ALL PERENMALS SHALL BE PLANTED AT EQUAL
TRANOULAR SPACNG AS BOCATED.
‘SPAONG INDICATED ON PLANS
(CORRESPONDS TO OMENSONS SHOWN.
secon 27 LEAF MULOH (SEE SPEDACATION 323300)
-4° CHE STEP Sou
(CONDITIONER TILED INTO TOP
12" OF TOPSOL 00 NOT
OveRTL,
(SEE SPECACATON 329300)
‘UREA 18° OEPTH
‘AMENDED SOL PER
‘SPEQACATIONS TO FRU
PREPARED PLANTING UX
NOTES:
1, ONE STEP SOL CONOTONER AS SUPPLED BY MOWEST TRADI, 621800 ROUTE
25, ST CHARLES, WL 630.365.1930 OR EQUVALENT.
Lusve Revision
Dranby: RC
98%6CD __Chkdby: JL
PERNOT SET
Date Job No.
12982019 18010.00
H{| NoTusep
GROUNDCOVER AND PERENNIAL NTS
D]| PLANTING
© 21S by Conseration Design Fonum. Ine. 101.00 Planting Man.dwg
L1.01
THLE BY CONSERVATION DESIGN FORUM INC