Chicago + Main Mixed Use Building - City of Evanston

Power Construction | 8750 W. Bryn Mawr Ave., Ste. 500 | Chicago, Illinois 60631-3546 1

Chicago + Main – Mixed Use Building 835 Chicago Avenue

Evanston, Illinois 60202

Construction Management Plan

February 17, 2015

General Contractor: Power Construction Owner: O’Donnell Investment Company

Architect: GREC Architects Inc.


This Construction Management Plan has been prepared by Power Construction and outlines the construction procedures that will be used during the Chicago + Main Mix Use Building project located at 835 Chicago Avenue in Evanston, Illinois.

Staging and Logistics

The attached Exhibits are the construction site logistics/staging plan that will be used during the project. The project will primarily be completed in 4 major phases.

Phase 1 – Mobilization and to Caisson Installation. Approximate Duration 2 Months. Exhibit A

Phase 2 – Mass Excavation, ERS Systems, Foundation, Underground Utilities, Basement Wall and Ground Level Cast-In-Place Deck. Approximate Duration 4 Months. Exhibit B

Phase 3 - Structural Steel and Precast Plank Tower Operations. Approximate Duration 4 Months. Exhibit C

Phase 4 – Exterior Skin System and Interior Build-Out. Approximate Duration 6 Months. Exhibit D

The field office for the site will be located with the northeast corner of the construction site.

Jersey barriers with a fence/wind screen tops will be installed along Chicago Avenue and Main Street to separate traffic from the construction staging area and site (See Exhibit F- Cross Section). Construction staging areas will be maintained within the project barricades. Sliding Gates and/or removable fence panels will be used to access the interior of the site. An eight foot fence system, consisting of fence panels anchored to concrete jersey barriers and secured panels with mesh screening, will be installed along the alley east of the construction site. The southern end of the fence enclosure will terminate adjacent to the existing structure to create an enclosed site. Required signage on the construction fence along Chicago Ave. shall include a rendering of the approved design, website address and emergency contact information. All other fence openings/gates shall have the required emergency contact information. Pedestrian traffic along the east side of Chicago Avenue will be redirected to the west sidewalk of Chicago Avenue with signage. A temporary traffic signal(s) is being considered at the intersection of Washington and Chicago for a temporary pedestrian crossing pending a traffic study review with the intersections of Main/Chicago and Kedzie/Chicago. Potential signal(s) would be installed on a temporary concrete base. Accessible concrete or asphalt curb ramps would be added with detectable warnings in accordance with the Illinois Accessibility Code(s). The temporary pedestrian crossing would occupy one parking stall on the east side of Chicago, just north of the Washington intersection. The Chicago Ave. parking lane along the project site will be closed for construction staging, dumpsters, skip hoist and site access. Pedestrian traffic along the south side of Main Street will be provided during construction with the exception of the structural steel and precast plank erection. The phases are provided in the attached exhibits. The two primary methods are; (when foot traffic is accessing south) protected from traffic by jersey barriers and separated from the construction site with 8 foot high screened fence panels; (when foot traffic cannot be


allowed), the site limits and fencing will moved to the existing jersey barrier. At which point the pedestrian traffic will be redirected to the north sidewalk of main at the intersection of Main and Hinman and/or at the east alley. See attached exhibits and cross section of the temporary pedestrian walkway and by the 8 foot screened construction fence on the east side. Signage directing pedestrians to the relocated walkway will be in place and maintained throughout construction with accessible curb ramps with detectable warnings at all curb cuts in accordance with the Illinois Accessibility Code. Traffic control flagmen will be provided on the street when trucks are entering or leaving the project site for the safety of pedestrians.

Scheduled work day closures for portions of Chicago Ave and the East Alley will be required for the connection of underground utilities. This work will be scheduled with the City and at least one drive lane at Chicago Ave. will be maintained during the work.

The 20’ wide North-South public alley east of the project site will be available for access to the construction site for immediate “just in time” deliveries and access to the jobsite. Vehicles will not be allowed to stage in alley in a manner that will interrupt intended flow. The following are the exceptions:

During Phase 2 (Exhibit B) the alley will be reduced to approximately 12 to 10 foot minimum. Signage will be posted indicating the flow of traffic is north bound during this time of construction. Upon completion of Phase 2 the alley will be reopened.

A full closure will be required for the alley replacement east of the construction site. The anticipated closure duration is approximately 3 weeks. A 2 week notice will be provided to the City and effected residents prior to closure. Closure contingent on schedule progress and weather.

All temporary facilities such as fencing, barricades, and trailers will be removed from the site upon completion of the project. Project Schedule

Project Milestone dates for the project:

Earth Retention/Caissons/Foundation March 2015 – July 2015

Building Structure July 2015 – December 2015

Façade/Windows/Roof September 2015 – February 2016

Interiors January 2016 – June 2016

Construction Work Hours

Work hours for the project will be per the City of Evanston requirements: Monday - Friday: 7am - 7pm Saturday: 8am - 5pm Sunday: Work not allowed unless special permission is granted from

the City.


Contractor Parking

There will be no onsite parking for contractors with the exception of the project superintendent and for contractor loading and unloading of tools or equipment only. Additional contractor parking of 25 spaces will be available at 935 Chicago Avenue; property is under contract and will be purchased by developer.

Contractors and construction personnel will be required to park in one of the Public Parking garages in the surrounding area the closest of which is at the corner of Main Street and Chicago Ave or at 935 Chicago Avenue. (map of public parking off-street facilities and lots – Exhibit G).

Subcontractors will not be allowed to park on residential city streets. Any contractors who park on residential city streets will be removed from the jobsite.

Parking restrictions will be incorporated into all subcontract agreements and communicated weekly to all on site personnel.

Delivery Routes and Staging

We have reviewed the various streets entering and exiting Evanston and have developed a site access plan that is in strict accordance with the City of Evanston Truck Routes as published on the City of Evanston website as well as attached to this plan as Exhibit H. The construction truck routing is broken down per Phases below:

The following traffic controls will be in place during the project: Phase 1 and Phase 2 – Caisson, Excavation, ERS and Foundation Operations Construction traffic will arrive to the site using acceptable routes to Chicago Avenue keeping in mind the posted height restrictions as noted in Exhibit H, at which point enter the site at the Southwest entrance gate as indicated on the Phase Drawings.

Traffic exiting the site will only exit on Chicago Avenue to the approved truck routes per Exhibit H that will take them to the North, South or West to exit the City of Evanston. Truck traffic transporting equipment, materials or personnel to this site will be prohibited from using Main St. during this phase of construction, with the exception of improvements to Main Street and Alleyway. Phase 3 – Structural Steel & Precast Erection of Tower Erection of Phase 3 (Structural Steel and Precast Plank) of the building is not possible from the Chicago Avenue side due to the projects height and width. Therefore a crane will be positioned in the courtyard area, requiring deliveries from the Main Street side. The primary delivery route during Phase 3 will be from Chicago Avenue, with trucks delivering from the Chicago/Main intersection. When trucks are crossing any construction pedestrian lane, flagmen will be provided. Permitted traffic route will be: North or south on Chicago Ave. to Main street, east on main street for off-loading in the approved ROW easement, then travel east on Main St. to Hinman, south on Hinman to Kedzie, west on Kedzie to Chicago Ave.


Phase 4 – Exterior Enclosure & Interior Build-out Construction traffic will arrive to the site using acceptable routes to Chicago Avenue keeping in mind the posted height restrictions as noted in Exhibit H, at which point enter the site at the West entrance gate to the skip hoist location as indicated on the Phase Drawings. Trash and Dumpsters will be delivered and picked up using the Southwest Gate. Traffic exiting the site will only exit on Chicago Avenue to the approved truck routes per Exhibit H that will take them to the North, South or West to exit the City of Evanston. Truck traffic transporting equipment, materials or personnel to this site will be prohibited from using Main St. during this phase of construction, with the exception of improvements to Main Street and Alleyway. Staging of trucks on local residential streets will not be permitted.

Any Contractor or Subcontractor whose personnel do not adhere to the foregoing contractual terms will be required to utilize other drivers for their subsequent deliveries.

Vibration Monitoring and Surveys

Vibration Monitoring Prior to commencement of construction activities, seismographs to monitor vibrations will be installed to monitor select buildings surrounding the project site to ensure that damaging levels of vibration are not transmitted to surrounding structures.

Seismographs will be used and installed in accordance with manufacturer’s and consultant’s recommendations. We anticipate [3] units will be installed: two units located in the basement of the south existing structure, and one unit located on the east existing structure. A diagram will be prepared indicating the locations of the [3] units prior to installation and be presented to the City for verification.

All units will be confirmed in the “on” status prior to commencement of work. Initial ambient/baseline readings will be recorded prior to below-grade construction to serve as a reference or comparison point to vibrations potentially caused by below-grade or mass grading activities.

Monitoring shall be continuous during foundation, sheeting, and mass excavation operations.

Our consultants will utilize US Bureau of Mines Criteria for Building Damage as an acceptable threshold for the project, and will program seismographs, equipped with cellular modems, to e-mail project team members immediately if levels are greater than acceptable levels.

Resulting documentation of the vibration monitoring will be sent to the City of Evanston on a bi-


weekly basis. Written documentation of the final results from the monitoring equipment will be available 7 days after completion of the below grade construction operations for review and documentation.

Building/Foundation Survey Prior to commencement of construction activities, a building survey (with photos and video) of the building facades closest to the project site will be performed to document the existing exterior conditions at the following properties:

831 Chicago Avenue (Will also include interior survey)

514 Main Street

519 Main Street

860 Chicago Avenue

836 Chicago Avenue

830-856 Hinman Avenue

Settlement Monitoring Survey points will be placed on site for monitoring and documentation as follows:

1. Settlement/Lateral survey points on all surface utility structures within 40’ of site property lines on Chicago Ave, Main and in the Public Alley

2. Settlement/lateral survey points on 20 foot intervals along east curb line of Chicago Ave and Main Street

3. Settlement/lateral survey points on 20 foot intervals at the center line of the public alley east of the project site.

4. Settlement/lateral survey points on existing buildings immediately east and south of the project site.

Work Site Communication with Neighborhood and Residences

The project team will update the property owners or management companies of a l l a d j o i n i n g buildings on Chicago Ave, Main St. and the north/south alley on the east property line as the project. Initial notification will occur via newsletter beginning no later than March 2015 along with subsequent updates by project website. The website will provide weekly updates throughout the duration of the project.

The initial letter will be delivered to referenced properties by US Mail. A website will also

be set up and maintained for weekly updates – www.chicagoandmain.com.

All public way closure notifications will be provided (1) week prior to commencement. Emergency phone numbers of contractor’s key employees will be posted on the

construction gates and on the project website – www.chicagoandmain.com

PLAT of SURVEY with TOPOGRAPHY

Site Security/Public Protection Plan forduration of project.

Top of Cut/Excavation

6 ft

6 ft

10 ft

10 ft

9 ft

8 ft

Construction Site Boundary(Barrier Wall with Chain Link atop, or 8' Chain Link Fence)

10 ft

18' MinimumAlley Lane Leftfor use.

No Impact to traffic Light. Light willremain visible to NB Lanes.

Eliminate Screening on Fence atCorner for Visibility.

Sliding Entrance Gate, 20' wide,stopped south of light pole.

Southwest Entrance GateRamp into site.

Approximate Sheeting Line

Sliding Gate. Chain Link.

PHASE 1 -PEDSTRIAN TRAFFICALONG MAIN AND ALLEYREMAINS 2 WAYS.Mobilization through CaissonOperations. Approximate time periodof 2 months.

Concrete Jersey Barrier to ProtectPedestrian Path of Travel

Example of temporary ramp atexisting curb or modifications tostreet scape for ADA accessibility

Cross Section A

Cross Section B

Exhibit A - Phase 1 Logistic Plan

PLAT of SURVEY with TOPOGRAPHY

PHASE 2 with alley modification - PEDSTRIANTRAFFIC ALONG MAIN Remains - ALLEYWOULD BE ONE WAY NORTH BOUNDSite Logistics Plan for Excavation, EarthRetention, and Foundation Construction. Approximate time period of 4 months.

Top of Cut/Excavation

6 ft

6 ft

10 ft

10 ft

9 ft

8 ft

Construction Site Boundary(Barrier Wall with Chain Link atop, or 8' Chain Link Fence)

10 ft

10' MinimumAlley Lane Leftfor use.

"Do Not EnterSignage" ForAlley SB.

Pedestrian Signage "SidewalkClosed Ahead past Alley. CrossHere"

Signage at South End Of alley"One way northbound alleyahead"

Pedestrian Signage "SidewalkClosed Ahead". Use West Side OfChicago for all pedestrian accessnorth of XXX Chicago. Crosshere"

No Impact to Light Pole.

No Impact to traffic Light. Light willremain visible to NB Lanes.



No impact to lane width ofNorthbound ChicagoAvenue. West edge ofbarrier wall at East edge ofParking Lane.

No Impact to Light Pole.Example of temporary ramp atexisting curb or modifications tostreet scape for ADA accessibility

Concrete Jersey Barrier to ProtectPedestrian Path of Travel

Sliding Entrance Gate, 20' wide,stopped south of light pole.

Cross Section A

Cross Section B

Exhibit A - Phase 2 Logistic Plan

Southwest Entrance GateRamp into site.

CHICAGO + MAIN

MIXED-USE BUILDING

835 CHICAGO AVENUE

EVANSTON, ILLINOIS 60202

OWNER

O'DONNELL INVESTMENT COMPANY

ARCHITECT

GREC ARCHITECTS, LLC

CIVIL ENGINEER

KIMLEY-HORN & ASSOCIATES, INC

LANDSCAPE ARCHITECT

WOLFF LANDSCAPE ARCHITECTURE

STRUCTURAL ENGINEER

C.E. ANDERSON & ASSOCIATES, PC

MEP/FP ENGINEER

COSENTINI ASSOCIATES

LIGHTING DESIGNER

HUGH LIGHTING DESIGN

SUSTAINABILITY

GOBY

1320

NOT FOR CONSTRUCTION

2014 COPYRIGHT G|R|E|C ARCHITECTS

09-15-2014

GENERAL SCOPE NOTES

STORM SEWER DETENTION CALCULATIONS

GENERAL UTILITY NOTES:

MWRDGC GENERAL NOTES:

LEGEND

SITE DATA TABLE

NORTH

C50

UTILITY PLAN

8 ft

60 ft

16 ft

Delivery Truck inPlace at Dock.

Chicago Avenue access to be used for all 2ndthrough 9th Floor Deliveries. No access to groundfloor on this side.

Deliveries to pass Main with assistance of flagperson, and back into dock delivery bay.

Main Street Deliveries reserved for only steel and precasterection, and for ground floor deliveries. Limited afterstructure is up. Additional Gates will be added to theperimeter jersey barriers and fence to allow shipments ofsteel and precast plank.

Approximate cranelocation for towererection.

Precast and SteelDelivery for TowerErection

20 ft

19 ft

PHASE 3 -NO PEDSTRIAN TRAFFICALONG MAIN AND ALLEY REOPENS to2 WAYS with overhead protection.Phase 3 - Tower Erection andConstruction; Note temporary alleyclosure during the workday ONLY willoccur when overhead operations nearsthe alley way.

Approximate time period of 4 months.

10 ft

Trash Dock

Dumpster

Loading Dock

Cross Section B

Exhibit C - Phase 3 Logistic Plan

Northwest Entrance GateFor Steel & Pre-cast Trucks

Northeast Entrance GateFor Steel & Pre-cast Trucks

Swing Gate ForDumpster

Primary Truck Delivery Route

East Bound West Bound

Alternate Truck Delivery Route

CHICAGO + MAIN

MIXED-USE BUILDING

835 CHICAGO AVENUE

EVANSTON, ILLINOIS 60202

OWNER

O'DONNELL INVESTMENT COMPANY

ARCHITECT

GREC ARCHITECTS, LLC

CIVIL ENGINEER

KIMLEY-HORN & ASSOCIATES, INC

LANDSCAPE ARCHITECT

WOLFF LANDSCAPE ARCHITECTURE

STRUCTURAL ENGINEER

C.E. ANDERSON & ASSOCIATES, PC

MEP/FP ENGINEER

COSENTINI ASSOCIATES

LIGHTING DESIGNER

HUGH LIGHTING DESIGN

SUSTAINABILITY

GOBY

1320

NOT FOR CONSTRUCTION

2014 COPYRIGHT G|R|E|C ARCHITECTS

09-15-2014

GENERAL SCOPE NOTES

STORM SEWER DETENTION CALCULATIONS

GENERAL UTILITY NOTES:

MWRDGC GENERAL NOTES:

LEGEND

SITE DATA TABLE

NORTH

C50

UTILITY PLAN

8 ft

60 ft

16 ft

Delivery Truck inPlace at Dock.

Chicago Avenue access to be used for all 2ndthrough 9th Floor Deliveries. No access to groundfloor on this side.

Deliveries to pass Main with assistance of flagperson, and back into dock delivery bay.

22 ft

19 ft

PHASE 4 - PEDSTRIAN TRAFFIC ALONGMAIN REOPENEDDuring the Exterior Skin and InteriorBuild-Out Construction.Note temporary alley closure during theworkday ONLY will occur when overheadoperations nears the alley way.

Approximate time period of 6 months.

10 ft

Trash Dock

Dumpster

Loading Dock

Swing Gate ForDumpster

Single Car Skip Hoist

Cross Section AExhibit D - Phase 4 Logistic Plan

Imagery ©2014 Google, Map data ©2014 Google -

To see all the details that are visible on the screen, use the "Print" link next to the map.

Page 1 of 1835 Chicago Ave, Evanston, IL 60202 - Google Maps

1/6/2015https://maps.google.com/maps?rls=com.microsoft:en-us&bav=on.2,or.r_qf.&bvm=bv.8200...

Pedestrian Signage "SidewalkClosed Ahead". Use West Side OfChicago for all pedestrian accessnorth of 835 Chicago. Cross here"

Chicago + MainConstruction Site

Per City of Evanston tempoarycross walk stripping and signalswill be installed at the Washingtoand Chicago intersection andcoordinated with lights at Kedzieand Chicago Intersection to thesouth.

Exhibit E - TemporaryIntersection Diagram

Construction Site to theSouth

Construction Site to theSouth - Pre-cast Plank &Structural Steel TruckStaging Area

Alt. Method - Stands andSand Bags due to the tempnature and condition ofcurb

Public Pedstrian and Vehicular

PHASE 3 - Main Street Pedestrian Walk Path - July 2015 - December 2015

Protection and Fencing in place between Alley (East) to Chicago Ave. (West)

NOTE: This general construction type and cross section will also apply along the west perimeter ofproject at Chicago Avenue as indicated on the floor plan exhibit.

Public Vehicular Only DuringPhase 2

CHICAG0 + MAIN LOGISTIC PLAN

Main Street South Sidewalk Cross Section

Cross Section A

Cross Section B

Exhibit F - Perimeter Pedestrian Protectionand Site Enclosure

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DA

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HLA

ND

AV

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LA

WN

DA

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TECH

DR

DARTMOUTH

PL

37

00

2300

2700

500

34

00

24

00

300

20

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300

2900

100

40

0

16

00

700

1300

30

00

1100

2000

80

0

2700

1200

2600

11

00

50

0

60

0

10

00

12

00

18

00

2600

20

0

25

00

2500

15

00

50

0

13

00

21

00

90

0

600

1500

500

80

0

20

00

14

00

20

0

1500

800

17

00

1900

38

00

10

0

1100

2800

23

00

2800

2500

26

00

1400

14

00

29

00

11

00

22

00

1600

700

1800

36

00

22

00

200

400

600

30

0

900

10

0

130012

00

1900

170019

00

2100

100

32

00

900

18

00

2400

26

00

1000

22002200

1400

25

00

30

0

10

00

60

0

35

00

1700

70

0

1200

400

27

00

23

00

24

00

21

00

17

00

70

0

16

00

1800

31

00

2300

40

0

2000

2400

200

90

0

1600

19

00

800

15

00

2100

1000

33

00

28

00

13

00

8

1

53

52

51

48

38

32

31

27

21

16

15

4

3

20

60

56

54

45

42

39

35

28

25

24

23

22

19

18

14

11

10

64

54

46

Parking Lots

Free

Meters

Permit Parking

Meters and Permit

Extended Meter Area

Main Road

Local Street

Railroad

Water

City Boundary

0 0.5 10.25

Miles

1:31,680

1 inch = 0.5 mile

Public ParkingOff-Street Facilities and Lots

9/9/2011OffStreetParkingLotsLetter.mxd

This map is provided "as is" without warranties of any kind.See www.cityofevanston.org/mapdisclaimers.html for more information.

1: South B lvd & Hinman, 66 spaces [P]

3: 1700 Blk Chicago Ave (behind

library), 74 spaces [M]

4: Central St. & Stewart, 66 spaces

[M,P]

8: 811 Main Street, 49 spaces [M,P]

10: 1701 Orrington Ave (under library),

53 spaces [M]

11: 800/900 Foster at "E l" (gravel lot),

44 spaces

14: 1505 Sherman Ave (Best Western

Lower Level), 98 spaces [M,P]

15: Rear of 716 Main - (behind Goods

and Vogue), 33 spaces [M]

16: 800/900 Noyes - @"L", 22 spaces [M]

18: Clyde & Brummel , 50 spaces [P]

19: 1700/1800 Benson (west side),

69 spaces [M]

20: 1800 Maple Ave. Sel f Park,

1400 spaces [M,P]

21: Chandler Center - 1100 Central

Street, 92 spaces [P]

22: Sheridan Rd. & South B lvd.,

50 spaces [P]

23: NW Dempster & Elmwood,

38 spaces [M,P]

24: 727 Main St., 32 spaces [M] 25: 1614 Maple Ave., 8 spaces [P]

27: 621 Oak Ave. - across from Post

Office, 36 spaces [M,P]

28: Church & Chicago Self Park,

600 spaces [M,P]

31: 925 Sherman, 20 spaces [P]

32: 825 Hinman Avenue, 77 spaces [M,P]

35: NW Main & Judson, 56 spaces [P]

38: 1010 Grove St. - west side of YMCA,

39 spaces [P]

39: 711 Hinman Ave., 48 spaces [P]

42: 743 Hinman Ave., 24 spaces [P]

45: 833 Forest Avenue, 25 spaces [P]

46: Sherman Plaza Self Park - Davis &

Benson, 1250 spaces [M,P]

48 : 1315 Emerson St., 13 spaces [P]

51 : 927 Noyes - Noyes Center Lot,

23 spaces [M,P]

52 : James Park Lots, 240 spaces

53 : 100 Chicago Avenue, 24 spaces [P]

54 : Central Street Metra Station,

139 spaces [M]

56 : Civic Center - 2100 Ridge Ave.,

232 spaces

60 : 1234 Chicago Avenue

35 spaces [M]

64 : Ryan Field West Lot,

100 spaces [P]

[M=Metered, P=Permit Parking]

Chicago + MainConstruction Site

Exhibit G - Parking LocationLocations

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70

0

400

50

0

30

0

600

80

0

200

90010

0

2600

1700

31

00

12

00

1900

1000

1300

14

00

2200

2300

1100

18

00

2800

15

00

36

00

20

00

2400

2700

34

00

2100

25

00

2900

16

00

30

00

32

00

33

00

30

0

600

2800

1900

1000

2700

400

2500

1400

800

1700

1600

70

0

22

00

24

00

1400

20

0

500

14

00

200

23

00

2000

700

80

0

2600

1200

22

00

1500

16

00

12

00

100

15

00

13

00

10

0

29

00

19

00

10

00

50

0

2100

2200

24

00

11

00

1100

20

0

1300

28

00

10

00

1200

26

00

1500

2300

1800

20

00

700

300

900

60

0

40

0

240025

00

2000

13

00

1800

300

800

60

0

11

00

100

500

250027

00

1600

17

00

35

00

26

00

17

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18

00

90

0

19

00

90

0

21

00

23

00

21

00

40

0

38

00

37

00

13'-5"

13'-1"

12'-9"

11'-7"

12'-0"

11'-5"

13'-9"

11'-7"

12'-5"

12'-4"14'-1"

13'-0"

11'-8"12'-0"

14'-2"

13'-3"

14'-3"

12'-1"

12'-7" 12'-3"

11'-9"

11'-7"

11'-7"

11'-9"

11'-9"

11'-9"

11'-7"

11'-7"

12'-5"

12'-0"

11'-9"

11'-11"

13'-11"

11'-10"

12'-10"

City of Evanston Truck Routes

Bridges

ÜÜ Posted Height (2" less than actual)

ÙÙ Actual Height

ÖÖ IDOT Posted Height

Truck Routes

Truck Route

Truck Prohibited

IDOT Street

Street (8,000 Pound Limit)

Railroad

Water

City of Evanston

10/11/2013

´

This map is provided "as is" without warranties of any kind. See www.cityofevanston.org/mapdisclaimers.html for more information.

0 10.5 Mile

1:31,680

1 inch = 0.5 mile

TruckRoutesColorLetter.mxd

Exhibit H -

Project Site

Chicago + Main Mixed Use Building - City of Evanston

Documents