View
3
Download
0
Category
Preview:
Citation preview
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.
Power Construction | 8750 W. Bryn Mawr Ave., Ste. 500 | Chicago, Illinois 60631-3546 2
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
Power Construction | 8750 W. Bryn Mawr Ave., Ste. 500 | Chicago, Illinois 60631-3546 3
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.
Power Construction | 8750 W. Bryn Mawr Ave., Ste. 500 | Chicago, Illinois 60631-3546 4
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.
Power Construction | 8750 W. Bryn Mawr Ave., Ste. 500 | Chicago, Illinois 60631-3546 5
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-
Power Construction | 8750 W. Bryn Mawr Ave., Ste. 500 | Chicago, Illinois 60631-3546 6
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.
Eliminate Screening on Fence atCorner for Visibility.
Eliminate Screening on Fence atCorner for Visibility.
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
NO
RTH
SH
OR
E
CH
ANN
ELN
OR
TH
S
HO
RE
C
HA
NN
EL
L A
K E
M I C
H I G
A N
JENKS ST
HAVEN ST
PAYNE ST
LEON PL
PO
PLA
R A
VE
GR
EY
A
VE
HARRISON ST
PRA
IRIE
AV
E
REBA PL
COLFAX ST
SH
ER
IDA
N R
D
PARK PL
ASH
LA
ND
A
VE
DO
DG
E
A
VE
HU
RD
AV
E
GIR
AR
D
AV
E
LEE ST
OA
K A
VE
SHERIDAN PL
RID
GE
C
T
Mc
CO
RM
ICK
BLV
D
GREEN
BA
Y R
D
THAYER ST
PR
ATT C
T
GRANT
PIT
NER
ALY
LA
UR
EL A
VE
HIN
MA
N
AV
E
DEW
EY
AV
E
EW
ING
A
VE
CENTRAL ST
CA
LLA
N A
VE
RIDGE TER
HULL TER
HOWARD ST
CO
WP
ER
AV
E
KIRK ST
HO
VLA
ND
CT
JU
DSO
N
AV
E
GARRETT PL
ARBOR
LN
FO
RE
ST A
VE
INGLESIDE
PK
GR
EY
AV
E
ST. M
AR
K'S
CT
EMERSON ST
SH
ER
MA
N
AV
E
WILDER ST
GA
RR
ISO
N
AV
E
CA
MP
US
DR
MILBURN PK
THELIN
CT
FO
REST
PL
ASB
UR
Y
A
VE
MIC
HIG
AN
AV
E
WE
SLE
Y
AV
E
LELA
ND
A
VE
LEM
AR
AV
E
MA
RC
Y A
VE
DAVIS ST
MA
PLE
AV
E
HARTZELL ST
LIBRARY PL
SIMPSON ST
CLY
DE A
VE
BR
OW
N A
VE
GR
EELEY
ELM
WO
OD
AV
E
SEWARD ST
ROSLYN PL
GR
EY
A
VE
FLO
RE
NC
E A
VE
HOWARD ST
ISABELLA ST
GRO
SS P
OIN
T RD
CU
STE
R A
VE
LYONS ST
FO
WLER
A
VE
CLARK ST
DA
RR
OW
A
VE
PIO
NE
ER
RD
HA
STIN
GS A
VE
HA
RTR
EY
A
VE
EMERSON ST
BRUMMEL ST
PR
INC
ETO
N A
VE
PR
OSP
EC
T
A
VE
HAMLIN ST
PAYNE
ELM
A
VE
CASE PL
RID
GE
WA
Y A
VE
MULFORD ST
MIC
HIG
AN
AV
E
LA
WN
DA
LE
AV
E
CHURCH ST
CRAIN ST
DEMPSTER ST
JA
CK
SO
N
A
VE
KEDZIE ST
CLINTON PL
Mc
DA
NIE
L
A
VE
BRID
GE
ST
CALVIN
CIR
BR
OW
N
A
VE
NORMANDY
PL
WOODLAND RD
ELINOR
PL
WARREN ST
LIV
ING
STO
N
WASHINGTON ST
NATHANIEL PL
OA
K
KEENEY ST
SOUTH BLVD
HAMILTON ST
EA
ST R
AIL
RO
AD
AV
E
GREENWOOD ST
UNIVERSITY PL
REE
SE
A
VE
BRUMMEL PL
GAFFIELD PL
LIN
CO
LN
WO
OD
DR
CR
AW
FO
RD
AV
E
LEONARD PL
CE
NTR
AL P
AR
K A
VE
BEN
NE
TT
AV
E
MADISON PL
BRADLEY PL
GREENLEAF ST
WA
LN
UT
AV
E
ROSALIE ST
BURNHAM PL
BEN
SO
N A
VE
SH
ER
MA
N P
L
CULVER
FO
RE
STV
IEW
R
D
MA
RTH
A
LN HAWTHORNE
LN
WADE
CT
BR
OW
N A
VE
CROFT
LN
BR
OW
N
GR
EY
CENTRAL ST
RID
GE
AV
E
CHANCELLOR ST
PAYNE ST
WE
SLE
Y
AV
E
DO
DG
E
AV
E
HARVARD TER
MA
PLE
A
VE
DOBSON ST
DEW
EY
A
VE
DA
RR
OW
AV
E
DEW
EY
A
VE
INGLESIDE PL
RID
GE A
VE
ASB
UR
Y
A
VE
FO
WLER
A
VE
BR
OA
DW
AY
AV
E
HA
RTR
EY
AV
E
CASE ST
SOUTH BLVD
ASH
LA
ND
AV
E
SH
ER
MA
N A
VE
LYONS ST
STEW
ART A
VE
MA
RC
Y
A
VE
WELL
ING
TON
C
T
CLEVELAND ST
MONROE ST
LINDEN PL
LA
KE
SH
OR
E B
LV
D
KNOX
C
IR
HILLSIDE
LN
TRINITY
CT
SH
ER
IDA
N
SQ
ED
GEM
ER
E
CT
GREEN
BA
Y R
D
GARNETT
PL
ASH
LA
ND
A
VE
GROVE ST
FOSTER ST
ASB
UR
Y
AV
E
BA
RTO
N
AV
E
EUCLID
PARK PL
WESLEY
CLARK ST
LIVINGSTON ST
COLFAX
TER
HARRISON
GRANT ST
BR
YA
NT A
VE
JU
DSO
N A
VE
SH
ER
MA
N A
VE
COLFAX ST
ISABELLA ST
DAVIS ST
MAIN ST
RID
GE
AV
E
ASB
UR
Y A
VE
THA
YER C
T
THAYER
ST
ISABELLA ST
HAYES
DARTMOUTH
PL
COLFAX
PL
THAYER
THAYER
ST
CR
AW
FO
RD
LIN
CO
LN
WO
OD
D
R
MILBURN ST
LAKESIDE
CT
CHURCH ST
HARTZELL ST
PRA
IRIE
AV
E
DO
DG
E A
VEOAKTON ST
SOUTH BLVD
CRAIN
Mc
DA
NIE
L
AV
E
PIT
NE
R
A
VE
LEE ST
NOYES ST
LAKE ST
THAYER ST
WASHINGTON ST
LAKE ST
LIVINGSTON
CHANCELLOR
LYONS ST
DEW
EY
AV
E
PAYNE ST
MAIN ST
DO
DG
E A
VE
CENTRAL ST
Mc
DA
NIE
L
A
VE
EW
ING
A
VE
SH
ER
IDA
N R
D
BRUMMEL ST
WASHINGTON ST
PIT
NE
R A
VE
LINCOLN ST
HIN
MA
N A
VE
SEWARD ST
WE
SLE
Y
A
VE
CENTRAL ST
KEENEY ST
RID
GE A
VE
OA
K
AV
E
JA
CK
SO
N
SH
ER
MA
N
A
VE
DOBSON ST
LINCOLN ST
SEWARD ST
DA
RR
OW
AV
E
GR
EY
A
VE
PARK PL
OR
RIN
GTO
N
A
VE
ELGIN
RD
ELM
WO
OD
AV
E
COLFAX ST
HIN
MA
N
AV
E
GROVE ST
ELGIN
RD
FLO
RE
NC
E A
VE
FO
RE
ST
A
VE
FOSTER STSIMPSON ST
WE
SLE
Y
A
VE
OAKTON ST
SH
ER
IDA
N R
D
SHERIDAN RD
DEMPSTER ST
GR
EY
A
VE
LEE ST
SIMPSON ST
CH
ICA
GO
AV
E
CH
ICA
GO
AV
E
BEN
NE
TT
A
VE
MADISON ST
KEENEY ST
RID
GE A
VE
SH
ER
IDA
N R
D
MONTICELLO PL
RIC
HM
ON
D
A
VE
GRANT ST
ASB
UR
Y A
VE
Mc
DA
NIE
L A
VE
AUSTIN ST
ASH
LA
ND
AV
E
WE
SLE
Y
A
VE
GLENVIEW RD
NOYES
CT
HA
MP
TO
N
P
KY
OTTO
LN
BER
NA
RD
P
L
MEA
DO
W-
LA
RK
LN
RID
GE
AV
E
MULFORD ST
GREENLEAF ST
HILLSIDE RD
CLEVELAND ST BR
OW
N
AV
E
HA
RTR
EY
A
VE
HA
RTR
EY
AV
E
GR
EY
AV
E
ARNOLD
PL
PIT
NER
A
VE
LINCOLN ST
McC
ORM
ICK
BLV
D
FOST
ER ST
GREENWOOD ST
CA
LLA
N
PARK PL
JU
DSO
N A
VE
NOYES ST
DA
RR
OW
A
VE
ASH
LA
ND
A
VE
HARRISON ST
EA
STW
OO
D A
VE
ARTS
CIRCLE DR
NOYES
WO
OD
BIN
E A
VE
PR
INC
ETO
N
CLIFFORD ST
HIG
HLA
ND
AV
E
LA
WN
DA
LE A
VE
TECH
DR
DARTMOUTH
PL
37
00
2300
2700
500
34
00
24
00
300
20
00
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
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÙÙ
ÜÜ
ÙÙ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÙÙ
ÙÙ
ÜÜ
ÖÖ
ÜÜ
ÜÜÜÜ
ÜÜ
ÜÜ ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
ÜÜ
NO
RT
H
SH
OR
E
CH
AN
NE
L
NO
RTH
SH
OR
E
CH
ANN
EL
LA
KE
MI
CH
IG
AN
Mc
CO
RM
ICK
BLV
D
SH
ER
IDA
N R
D
PARK PL
ASH
LA
ND
AV
E
DO
DG
E
A
VE
HU
RD
AV
E
GIR
AR
D
A
VE
LEE ST
OA
K A
VE
SHERIDAN PL
RID
GE
CT
GREEN
BA
Y R
D
THAYER ST
PR
ATT C
T
GRANT
JENKS ST
HAVEN ST
PAYNE ST
LEON PL
PO
PLA
R A
VE
GR
EY
A
VE
HARRISON ST
PRAIR
IE AVE
REBA PL
COLFAX ST
LEM
AR
AV
E
MA
RC
Y A
VE
DAVIS ST
MA
PLE
A
VE
HARTZELL ST
LIBRARY PL
SIMPSON ST
CLY
DE A
VE
BR
OW
N
A
VE
GR
EELEY
PIT
NER
ALY
LA
UR
EL A
VE
HIN
MA
N
AV
E
DEW
EY
AV
E
EW
ING
AV
E
CO
WP
ER
AV
E
KIRK ST
HO
VLA
ND
CT
JU
DSO
N
AV
E
GARRETT PL
ARBOR
LN
FO
REST A
VE
INGLESIDE
PK
GR
EY
AV
E
ST. M
AR
K'S
CT
EMERSON ST
CA
MP
US
D
R
SH
ER
MA
N
A
VE
WILDER ST
MILBURN PK
GA
RR
ISO
N
AV
E
THELIN
CT
FO
REST
PL
ASB
UR
Y
AV
E
MIC
HIG
AN
AV
E
WESLEY
AV
E
LELA
ND
AV
E
CENTRAL ST
CA
LLA
N A
VE
RIDGE TER
HULL TER
HOWARD ST
ISABELLA ST
GRO
SS P
OIN
T RD
CU
STER
AV
E
EMERSON ST
LYONS ST
FO
WLER
A
VE
CLARK ST
DA
RR
OW
A
VE
PIO
NEER
R
D
HA
STIN
GS A
VE
HA
RTR
EY
A
VE
BRUMMEL ST
PR
INC
ETO
N A
VE
PR
OSP
EC
T
A
VE
HAMLIN ST
PAYNE
ELM
A
VE
CASE PL
RID
GEW
AY
AV
E
MULFORD ST
MIC
HIG
AN
AV
E
LA
WN
DA
LE A
VE
CHURCH ST
CRAIN ST
DEMPSTER ST
JA
CK
SO
N
A
VE
KEDZIE ST
CLINTON PL
Mc
DA
NIE
L
AV
E
ELM
WO
OD
AV
E
SEWARD ST
ROSLYN PL
EA
ST R
AILR
OA
D A
VE
FLO
REN
CE A
VE
BEN
SO
N A
VE
SH
ER
MA
N P
L
CULVER
FO
RESTV
IEW
R
D
MA
RTH
A L
N HAWTHORNE
LN
WADE
CT
BR
OW
N A
VE
CROFT
LN
COLFAX
TER
BR
OW
N
GR
EY
BRID
GE
ST
CALVIN
CIR
BR
OW
N
A
VE
RIC
HM
ON
D
A
VE
NORMANDY
PL
WOODLAND RD
ELINOR
PL
KEENEY ST
SOUTH BLVD
HAMILTON ST
GREENWOOD ST
UNIVERSITY PL
REESE
A
VE
BRUMMEL PL
GAFFIELD PL
LIN
CO
LN
WO
OD
DR
CR
AW
FO
RD
A
VE
LEONARD PL
CEN
TR
AL P
AR
K A
VE
BEN
NETT
A
VE
MADISON PL
BRADLEY PL
GREENLEAF ST
WA
LN
UT
AV
E
ROSALIE ST
BURNHAM PL
WARREN ST
LIV
ING
STO
N
WASHINGTON ST
CLEVELAND ST
MONTICELLO PL
NATHANIEL PL
HARVARD TER
WO
OD
BIN
E A
VE
MA
PLE
AV
E
DOBSON ST
DEW
EY
AV
E
DA
RR
OW
AV
E
DEW
EY
A
VE
INGLESIDE PL
RID
GE A
VE
ASB
UR
Y
AV
E
FO
WLER
A
VE
HA
RTR
EY
AV
E
CASE ST
SOUTH BLVD
ASH
LA
ND
A
VE
SH
ER
MA
N A
VE
LYONS ST
STEW
ART A
VE
MA
RC
Y
A
VE
WEL
LING
TON
C
T
CLEVELAND ST
MONROE ST
LINDEN PL
LA
KE
SH
OR
E
B
LV
D
KNOX
C
IR
HILLSIDE
LN
TRINITY
CT
SH
ER
IDA
N
SQ
ED
GEM
ER
E
CT
GREEN
BA
Y R
D
GARNETT
PL
CENTRAL ST
HARRISON
RID
GE
AV
E
PAYNE ST
WESLEY
A
VE
CHURCH ST
HARTZELL ST
PRA
IRIE
AV
E
DO
DG
E A
VEOAKTON ST
SOUTH BLVD
CRAIN
Mc
DA
NIE
L
AV
E
PIT
NER
AV
E
LEE ST
ASH
LA
ND
A
VE
GROVE ST
FOSTER ST
ASB
UR
Y
A
VE
BA
RTO
N
A
VE
GRANT ST
BR
YA
NT A
VE
JU
DSO
N A
VE
SH
ER
MA
N A
VE
COLFAX ST
ISABELLA ST
DAVIS ST
MAIN ST
RID
GE A
VE
ASB
UR
Y A
VE
THA
YER C
T
THAYER
ST
ISABELLA ST
HAYES
DARTMOUTH
PL
COLFAX
PL
THAYER
THAYER
ST
CR
AW
FO
RD
LIN
CO
LN
WO
OD
DR
LIVINGSTON ST
CHANCELLOR ST CHANCELLOR
LIVINGSTON
MILBURN ST
LAKESIDE
CT
EUCLID
PARK PL
WESLEY
CLARK STLYONS ST
GR
EY
A
VE
DEW
EY
AV
E
PAYNE ST
MAIN ST
DO
DG
E A
VE
CENTRAL ST
Mc
DA
NIE
L
A
VE
EW
ING
AV
E
SH
ER
IDA
N R
D
BRUMMEL ST
PIT
NER
AV
E
LINCOLN ST
HIN
MA
N A
VE
SEWARD ST
WESLEY
AV
E
CENTRAL ST
KEENEY ST
RID
GE A
VE
OA
K
AV
E
JA
CK
SO
N
SH
ER
MA
N
AV
E
DOBSON ST
LINCOLN ST
SEWARD ST
DA
RR
OW
AV
E
GR
EY
A
VE
PARK PL
NOYES ST
LAKE ST
THAYER ST
WASHINGTON ST
LAKE STMc
DA
NIE
L A
VE
BR
OW
N
A
VE
AUSTIN ST
ASH
LA
ND
AV
E
WESLEY
A
VE
TECH
DR
NOYES
CT
HA
MP
TO
N
PK
Y
OTTO
LN
BER
NA
RD
P
L
MEA
DO
W-
LA
RK
LN
RID
GE A
VE
ELGIN RD
ELM
WO
OD
AV
E
COLFAX ST
HIN
MA
N A
VE
SIMPSON ST
WESLEY
AV
E
OAKTON ST
SH
ER
IDA
N R
D
SHERIDAN RD
DEMPSTER ST
GR
EY
AV
E
LEE ST
SIMPSON ST
CH
ICA
GO
AV
E
CH
ICA
GO
AV
E
BEN
NETT
AV
E
MADISON ST
KEENEY ST
OA
K
RID
GE A
VE
SH
ER
IDA
N R
D
GRANT ST
ASB
UR
Y A
VE
GROVE ST
ELGIN
RD
FLO
REN
CE A
VE
FO
REST A
VE
DO
DG
E
AV
E
FOSTER ST
MULFORD ST
GREENLEAF ST
HILLSIDE RD
HA
RTR
EY
AV
EH
AR
TR
EY
AV
E
GR
EY
AV
E
ARNOLD
PL
PIT
NER
A
VE
LINCOLN ST
McC
ORM
ICK
BLV
D
FOSTE
R ST
GREENWOOD ST
CA
LLA
N
PARK PL
JU
DSO
N A
VE
NOYES ST
DA
RR
OW
A
VE
ASH
LA
ND
A
VE
HARRISON ST
HOWARD ST
NOYES
GLENVIEW RD
PR
INC
ETO
N
CLIFFORD ST
HIG
HLA
ND
AV
E
LA
WN
DA
LE A
VE
DARTMOUTH
PL
ARTS
CIRCLE DR
OR
RIN
GTO
N
AV
E
EA
STW
OO
D
AV
E
BR
OA
DW
AY
AV
E
WASHINGTON ST
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
00
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
Recommended