| Clark Construction Group – Chicago, LLC | 216 S Jefferson St., Ste. 502 | Chicago, Illinois 60661 | (312) 474-5500 | 1
Albion at Evanston
1500 Sherman Avenue, Evanston, Illinois, 60201
Construction Management Plan
July 23, 2018
General Contractor: Clark Construction Group – Chicago, LLC. Evanston GC License # 09LICC-0053
Owner: Albion Residential
Architect: Hartshorne Plunkard Architecture
This Construction Management Plan has been prepared by Clark Construction Group - Chicago
and outlines the construction procedures that will be used during the Albion Evanston Mix Use
Building project located at 1500 Sherman Avenue in Evanston, Illinois.
| Clark Construction Group – Chicago, LLC | 216 S Jefferson St., Ste. 502 | Chicago, Illinois 60661 | (312) 474-5500 | 2
Construction Management Plan Contents
Staging and Logistics Page 2
Project Schedule Page 3
Construction Work Hours Page 3
Contractor Parking Page 4
Delivery Routes and Staging Page 4
Hazardous Material Abatement Page 5
Vibration Monitoring and Surveys Page 5
Building/Foundation Survey Page 6
Settlement Monitoring Page 6
Work Site Communication with Neighborhood and Residences Page 7
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 3 major phases.
• Phase 1 - Existing Building Demolition, Caisson Installation, and Site Utilities.
Approximate Duration 3 Months. Exhibit A, B, C.
• Phase 2 - Concrete Structure and Exterior Enclosure. Approximate Duration 12 Months.
Exhibit D, H, I, J .
• Phase 3 - Interior Buildout, Hardscaping/Landscaping, and Partial Occupancy.
Approximate Duration 5 Months. Exhibit E, F, K.
Jersey barriers with a fence/wind screen tops will be installed along Sherman Avenue and Lake
Street to separate traffic from the construction staging area and site. Proper Fence Permits and
Right-of-Way (ROW) permits will be obtained prior to installation of fencing that will result in
closing of sidewalks or otherwise affect the ROW. Construction staging areas will be
maintained within the project fence-line. Sliding Gates, swing gates, and/or removable fence
panels will be used to access the interior of the site. An eight foot fence system with mesh
screening will be installed along the alley west of the construction site. The northern end of the
fence enclosure will terminate to the adjacent existing structure to create an enclosed site. All
fence openings/gates will have the required emergency contact information for the projects key
employees.
Pedestrian traffic along the west side of Sherman Avenue will be redirected utilizing existing
crosswalks to the east sidewalk of Sherman Avenue with signage. Pedestrian traffic along the
north side of Lake Street will be redirected utilizing existing crosswalks to the south sidewalk of
Lake Street with signage. The Sherman Avenue and Lake Street sidewalk and parking lane
along the project site will be closed for Phase 2 of the construction process.
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
| Clark Construction Group – Chicago, LLC | 216 S Jefferson St., Ste. 502 | Chicago, Illinois 60661 | (312) 474-5500 | 3
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 and
motorists on Sherman Avenue and Lake Street.
Scheduled work day closures for portions of Sherman Avenue will be required for the demolition
and connection of underground utilities. The disconnection of the existing water connections
and the new water connections will require a shutdown of the water main. This will affect the
water service to the neighboring buildings, including the restaurants to the north, the spa to the
northeast, and the hotel to the east. Clark will coordinate with the City and the neighbors to
determine a mutually acceptable timeframe to perform the shutdown to minimize the impact to
all parties involved. The work will be coordinated so as to avoid disruption to the NU move-in
period in September. This work will be scheduled with the City and two-way traffic on Sherman
Avenue will be maintained during the work.
The alley west of the project site will require extended closures during demolition, utility
installation, and foundation work. All activities and closures will be scheduled with the city and
affected neighbors so as to minimize disruption to delivers and trash pickup. Asides for the
scheduled closures, the West Alley will be available for access to the construction site and
adjacent businesses. Vehicles will not be allowed to stage in the alley in a manner that will
interrupt traffic flow.
The project field office will be located on the east and south side of the site along Sherman
Avenue and Lake Street.
All temporary facilities such as fencing, barricades, and trailers will be removed from the site
upon completion of the project.
Project Schedule
Project Milestone durations for the project:
� Demolition, Deep Foundation, and Utilities: July 2018 - September 2018
� Building Structure: September 2018 - June 2019
� Enclosure: June 2019 - October 2019
� Interior Build-Out: April 2019 – December 2019
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.
| Clark Construction Group – Chicago, LLC | 216 S Jefferson St., Ste. 502 | Chicago, Illinois 60661 | (312) 474-5500 | 4
Contractor Parking
There will be no onsite parking for contractors with the exception of contractor loading and
unloading of tools, material, and equipment only.
Contractors and construction personnel will be required to park in one of the Public Parking
garages in the surrounding area (see Exhibit L) the closest of which is at the corner of Lake
Street and Sherman Avenue.
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 M. The construction
truck routing is broken down per Phases below. When possible we will enter the project from
the south so as to minimize the truck traffic from the north through downtown Evanston. Staging
of trucks on local residential streets will not be permitted. Idling for periods longer than five (5)
minutes is prohibited per City of Evanston ordinance. No standing or parked motor vehicle with
a gross vehicle weight rating of eight thousand (8,000) pounds or greater shall be allowed to idle
on any public street, public place, or private property for more than a total of five (5) minutes
within a sixty-minute period.
Phase 1 - Existing Building Demolition, Caisson Installation, and Utility Installation.
Construction traffic will arrive to the site using acceptable routes to Sherman Avenue as noted in
Exhibit M City of Evanston Truck Routes. Traffic will enter the site at the east entrance gates as
indicated on the Phase 1 Drawing and Exhibit B.
Traffic will exit the site onto Sherman Avenue and follow the approved truck routes per Exhibit M
to exit the City of Evanston. Truck traffic transporting equipment, materials, or personnel to this
site will be prohibited from using Lake Street during this phase of construction, with the
exception of improvements to Lake Street and the West Alley.
Street parking and the sidewalk access will be maintained around the project during Phase 1.
Intermittent daily closures of the west alley and sidewalk will be necessary during the demolition
phase. These closures will be coordinated with the City and the surrounding businesses.
| Clark Construction Group – Chicago, LLC | 216 S Jefferson St., Ste. 502 | Chicago, Illinois 60661 | (312) 474-5500 | 5
Phase 2 - Concrete Structure and Exterior Enclosure. Construction traffic will arrive to the site
using acceptable routes to Sherman Avenue as noted in Exhibit M City of Evanston Truck
Routes. Traffic will enter the site at the east entrance gates as indicated on the Phase 2
Drawing and Exhibit D.
Traffic will exit the site onto Sherman Avenue and follow the approved truck routes per Exhibit M
to exit the City of Evanston. Truck traffic transporting equipment, materials, or personnel to this
site will be prohibited from using Lake Street during this phase of construction, with the
exception of improvements to Lake Street and the West Alley.
During Phase 2 the parking and sidewalk along the west side of Sherman will be closed. Proper
signage will be posted at the beginning and end of the street to allow for safe crossing of
pedestrians to the open side of the street.
Phase 3 - Interior Buildout, Hardscaping, Landscaping, and Partial Occupancy. Construction
traffic will arrive to the site using acceptable routes to Sherman Avenue as noted in Exhibit M
City of Evanston Truck Routes. Traffic will enter the site at the west entrance gates located at
the loading dock and garage entrance as indicated on the Phase 3 Drawing and Exhibit E.
Traffic will exit the site onto Sherman Avenue and follow the approved truck routes per Exhibit M
to exit the City of Evanston. Truck traffic transporting equipment, materials, or personnel to this
site will be prohibited from using Lake Street during this phase of construction, with the
exception of improvements to Lake Street and the West Alley.
Maintenance of the open sidewalks in front of the project will be performed , including snow
removal of salting/sanding of sidewalks.
Hazardous Material Abatement
Prior to commencement of demolition activities the buildings to be demolished with be abated of
known asbestos including floor tile and roof flashing. This process will include notification to the
Illinois Environmental Protection Agency (IEPA) and Cook County Department of Environmental
Control (CCDEC) at least 10 days prior to the start of work. Negative air machines and wet
removal methods will be utilized to secure material during removal. Third part testing will be
performed for OSHA sampling. A compilation report will be provided that includes field
paperwork, waste manifest, and field testing. Expected work duration is one work week.
Vibration Monitoring and Surveys
Prior to commencement of construction activities, seismographs will be installed to monitor
| Clark Construction Group – Chicago, LLC | 216 S Jefferson St., Ste. 502 | Chicago, Illinois 60661 | (312) 474-5500 | 6
vibrations at select buildings surrounding the project site to ensure that damaging levels of
vibration are not transmitted to surrounding structures at the following properties, see Exhibit N:
• 1512 Sherman Avenue
• 1513 Sherman Avenue
• 616 Lake Street
Seismographs will be used and installed in accordance with manufacturer's and consultant's
recommendations. We anticipate monitoring of the small businesses to the north and the church
to the south east of the project site.
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 and mass excavation operations.
Resulting documentation of the vibration monitoring will be sent to Scott Williams and Gary
Gerdes with the City of Evanston on a weekly basis.
Written documentation of the final results from the monitoring equipment will be available one
week 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, see Exhibit N:
• 1501 Sherman Avenue
• 1505 Sherman Avenue
• 1512 Sherman Avenue
• 1513 Sherman Avenue
• 616 Lake Street
Written report will be sent to Scott Williams and Gary Gerdes with the City of Evanston one
week after building survey is complete.
Settlement Monitoring
Survey points will be placed on the project site and surrounding properties for monitoring and
documentation as follows:
Settlement survey points on exterior of existing buildings within 150' radius of project site
property lines along Sherman Avenue, Lake Street, and the West Alley. Settlement survey
points on existing buildings immediately north of the project site.
| Clark Construction Group – Chicago, LLC | 216 S Jefferson St., Ste. 502 | Chicago, Illinois 60661 | (312) 474-5500 | 7
Written documentation of the final results from the settlement monitoring will be sent to Scott
Williams and Gary Gerdes with the City of Evanston one week after completion of the below
grade construction operations for review and documentation.
Work Site Communication with Neighborhood and Residences
The project team will update the property owners or management companies of all adjoining
buildings on Sherman Avenue, Lake Street and the West Alley as the project progresses. Initial
notification will occur via newsletter beginning no later than one month after initial work on site
has commenced along with subsequent updates by project website. The website will provide
monthy updates throughout the duration of the project.
All inspections by the city are to be schedule at least 48 hours in advance utilizing the City of
Evanston 311 call system. Removal of city fixtures/structures (ie light poles, parking meters,
bike racks, etc.) are to be scheduled with their respective department utilizing the 311 call
system.
All fence openings/gates will have the required emergency contact information for the projects
key employees. Those employees and their contact information is as follows.
• Project Superintendent: Greg Akers [email protected] (312) 446-7140
• Project Manager: Joe Boisvert [email protected] (202) 997-3196
• Project Safety Manager: Eric Green [email protected] (224) 213-8871
The initial letter will be delivered to referenced properties by US Mail. A website will also be set
up and maintained for monthly updates - www.1450sherman.com.
All public way closure notifications will be provided one (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.1450sherman.com.
TRENCH PATCHED BACKED WITH CONCRETE FLUSH WITH ASPHALT
Scale
Date
Drawn by
1" = 40'-0"
5/1
1/2
01
8 9
:02
:07
AM
D103
DEMOLITION OF SANITARY AND WATERCUTOFF
ALBION EVANSTON
02/23/2018
Author
CLOSE PARKING LANE AND UTILIZE FOR NORTHBOUND TRAFFICTWO-WAY TRAFFIC MAINTAINED DURING UTILITY WORK
EXHIBIT A1
TYPE 1 BARRICADESUTILITYDISCONNECT PIT TYPE 1 BARRICADES
Public Access toAlley Maintained
Sidewalk on West and East Side ofSherman to be Open ThroughoutThis Construction Phase
HOTEL LOADING ZONE
PAVEMENT IS OVERCUT 1'LARGER THAN HOLE BELOW
- PHASE 12-3 DAY DURATION
7/23/2018JRB
TRENCH PATCHED BACKED WITH CONCRETE FLUSH WITH ASPHALT
Scale
Date
Drawn by
1" = 40'-0"
5/1
1/2
01
8 9
:02
:07
AM
D103
DEMOLITION OF SANITARY AND WATERCUTOFF
ALBION EVANSTON
02/23/2018
Author
CLOSE PARKING LANE AND UTILIZE FOR NORTHBOUND TRAFFICTWO-WAY TRAFFIC MAINTAINED DURING UTILITY WORK
EXHIBIT A2
TYPE 1 BARRICADES UTILITYDISCONNECT PIT
TYPE 1 BARRICADES
Public Access toAlley Maintained
Sidewalk on West and East Side ofSherman to be Open ThroughoutThis Construction Phase
TEMPORARY HOTELLOADING ZONE
PAVEMENT IS OVERCUT 1'LARGER THAN HOLE BELOW
- PHASE 21-2 DAY DURATION
7/23/2018JRB
GATE 1
RE-ROUTE PEDESTRIAN TRAFFIC
ADVANCE WARNING SIGNAGEFOR THE SIDEWALK
ADVANCE WARNING SIGNAGEFOR THE SIDEWALK
ADVANCE WARNING SIGNAGEFOR THE SIDEWALK
SHERMAN AVE
LA
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ST
8'- FENCE
8'- FENCE
8'- FENCE
8'- FENCE
8'- FENCE
GR
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T
Scale
Date
Drawn by
1" = 40'-0"
6/2
1/2
01
8 1
2:0
6:4
5 P
M
D101A
PHASE 1 FENCING LAYOUTALBION EVANSTON
02/23/2018
Author
7/23/2018JRB
EXHIBIT BPHASE 1 (DEMOLITION AND CAISSONS) 3 MONTHS
FLAGGER AT GATEGATE 1
Parking and Sidewalk AccessMaintained During Demolition& Caisson Phase on BothSides of Sherman
Public Access toAlley Maintained
22'-28' OPENING
STREET SWEEPINGAND DUST CONTROLTO BE PROVIDED ASNEEDED DURING DIRTOPERATIONS
CLARK PROJECT CONTACTINFORMATION SIGN
TO BEDEMOLISHED
TO BEDEMOLISHED
TO BEDEMOLISHED
TO BEDEMOLISHED
SILT FENCE, EROSION CONTROL,AND STORM SYSTEM INLETPROTECTION IS TO BE PROVIDEDPER APPROVED STORM WATERMANAGEMENT PLAN INCLUDED INPERMIT SET OF DRAWINGS.
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ISSUED FORDATE
Project
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CK. BY:
SCALE:
AREA FOR CITY APPROVAL STAMP
DN. BY:
PROJ. # 9536
EVANSTON, IL
1500 SHERMAN AVE.
AVENUE
1500 SHERMAN
1 05/01/2018 ISSUED FOR PERMIT
05/18/20182 FOUNDATION PERMIT
06/01/20183 ISSUED FOR DD
06/06/20184 MWRD PERMIT
06/11/20185 FOUNDATION PERMIT CORRECTIONS
07/06/20186 FOUNDATION/MWRD PERMIT CORRECTIONS
SHERMAN AVENUE
LA
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SCALE 1" = 10'
20
TO REMAIN
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RELOCATE
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RELOCATE
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EXISTING
RELOCATE
METER
EXISTING
RELOCATE
METER
EXISTING
RELOCATE
LEGEND
SEE NOTE 1 ON THIS SHEET.
SEWER SERVICE PER CITY (TYP).
APPROXIMATE LOCATION OF EXISTING
SEE NOTE 2 ON THIS SHEET.
EXISTING WATER SERVICE (TYP).
APPROXIMATE LOCATION OF
x
x
x x x x x
REMOVED AND REPLACED
STOP SIGN TO BE THE INSIDE EDGE OF THE GUTTER (TYP)
FULL DEPTH, A MINIMUM OF 2 FT FROM
SAWCUT AND REMOVE & REPLACE PAVEMENT
x
STAIRS
REMOVE
CAUTION
x
x
(TYP)
AND GATE
REMOVE FENCE
AND NOTIFY ENGINEER.
SIZES, TYPES, DISCHARGE LOCATIONS,
INCOMING AND OUTGOING PIPE
CONTRACTOR TO FIELD VERIFY ALL
ASSOCIATED WIRING TO REMAIN
EXISTING POWER POLE AND
(TYP)
FREEZER BUILDING TO REMAIN
EXISTING CURB ADJACENT TO
REMOVAL PLAN
C6
SP
RIN
KLE
R
AU
TO
FA
UC
ET
RA
CK
BIK
E
ELE
C
BO
X
ME
TE
R
&
ELE
C
ME
TE
R
ELE
C
CA
NOP
Y
FE
NC
E
2.5' IR
ON
RA
CK
BIK
E
FE
NC
E
POS
T
PA
RKIN
G
HA
NDIC
AP
RA
CK
BIK
E
RE
GU
LA
TO
R
GAS
GAS
PIP
E
CO
LU
MN
BRIC
K
(CO
NN
EC
TE
D)
BO
LL
AR
DS
ST
EE
L
GU
TT
ER
S)
CO
NN
EC
TE
D
TO
PIP
E (N
OT
IRO
N
UN
DE
RD
RAIN
4" DRAIN
ST
AIR
S
ME
TA
L
EN
TR
Y)
GA
TE (N
O
8' M
ET
AL
(LO
CK
ED)
FE
NC
E
8' M
ET
AL
DO
OR
ST
ON
E
BA
R FIR
EP
LA
CE
BRIC
K
RE
GU
LA
TO
R
GAS
BRIC
K
WA
LL
E I=18
.39,4"IR
ON(2 PIP
ES)
R=2
0.4
9
1' DIA
VE
RT
PIP
E
VISIB
LE
T/
SIL
T=17.9
0
SIL
T
FIL
LE
D
R=2
0.2
0
WA
TE
R
LE
VE
L=16.3
5E
T/10
"CL
AY=17.0
5
S I=16
.65,10
"CL
AY
R=19.8
5
E I=14
.84,10
"CL
AY
NW I=14
.89,10
"CL
AY
SW I=15
.14,10
"CL
AY
R=2
0.4
4
WA
LL
BRIC
K
GA
TE
3' W
OO
D
GA
TE
3' W
OO
D
(TYP)
W/
GR
AT
E
TR
EE
GAS
ME
TE
R
ELE
C
&
WA
LL
BRIC
K
CO
NC
WA
LL
PA
RKIN
G"
"PE
RMIT
(TYP
OF 4)
"RE
SE
RV
ED
PA
RKIN
G"
(TYP
OF 5)
"PE
RMIT
PA
RKIN
G"
RE
GU
LA
TO
R
GAS
FR
AM
E
ON
E
ST
OR
Y
(WO
OD
FA
CE)
GR
OU
ND
LE
VE
L)
AR
EA = 7,7
60 S
F (A
T
BUIL
DIN
G
CO
NC
RE
TE
BL
OC
K
ON
E
ST
OR
Y B
RIC
K
&
GR
OU
ND
LE
VE
L)
AR
EA = 9,7
30 S
F (A
T
ST
UC
CO
BUIL
DIN
GO
NE
ST
OR
Y B
RIC
K
&
GR
OU
ND
LE
VE
L)
AR
EA = 5,4
75 S
F (A
T
BUIL
DIN
G
ON
E
ST
OR
Y B
RIC
K
CO
NC
RE
TE
BL
OC
K
TW
O S
TO
RY
TW
O S
TO
RY B
RIC
K
(NO
LID)
8" V
AL
VE
WW B B
W
SIGN
EXISTING
RELOCATE
SIGN
EXISTING
RELOCATE
ME
TE
R
PA
RKIN
G
PA
RKIN
G"
"NO
"ST
OP"
ME
TE
R
PA
RKIN
G
ME
TE
R
PA
RKIN
G
ME
TE
R
PA
RKIN
G
ME
TE
R
PA
RKIN
G
TO REMAIN
LIGHT POLE
EXISTING
ME
TE
R
PA
RKIN
G
ITEM REMOVAL
ASPHALT SURFACE REMOVAL AND REPLACEMENT
BUILDING/SIDEWALK/PAVEMENT REMOVAL
UNDERGROUND UTILITY REMOVAL
CURB AND GUTTER TO BE REMOVED
PAVEMENT SAWCUT (FULL DEPTH)
GAS SERVICE PRIOR TO REMOVAL
CONTRACTOR TO VERIFY
G G
GAS SERVICE PRIOR TO REMOVAL
CONTRACTOR TO VERIFY
1
AND RELOCATED BY OTHERS
POWER POLE TO BE REMOVED
AND RELOCATED BY OTHERS
POWER POLE TO BE REMOVED
AND RELOCATED BY OTHERS
POWER POLE TO BE REMOVED
2
2
2
2
AND RELOCATED BY OTHERS
POWER POLE TO BE REMOVED
2
2
NOTES:
(SHEET E2000) BY BONUS ELECTRIC FOR LIGHT POLE LOCATIONS AND DETAILS. 4. LIGHT POLE LOCATIONS SHOWN FOR REFERENCE ONLY. SEE SITE LIGHTING PLAN
3. ITEMS SHOWN IN FULL-TONE TO BE REMOVED.
TO BE SCHEDULED WITH TIM BARTUS (847-448-8220). CONTRACTOR TO VERIFY LIVE CONNECTIONS WITH CITY. ALL DISCONNECTS2. EXISTING WATER SERVICES TO BE DISCONNECTED BY CONTRACTOR.
A MINIMUM OF 2 FEET OF NON-SHRINK GROUT PLUGS (PER MWRD).1B. EXISTING SEWER SERVICES TO BE DISCONNECTED ARE TO BE PLUGGED WITH
AND INSPECTED BY CITY PLUMBING INSPECTOR.1A. EXISTING SEWER SERVICES TO BE DISCONNECTED BY CONTRACTOR
SEE NOTE 4 ON THIS SHEET.
REMOVE/RELOCATE LIGHT POLE.
SEE NOTE 4 ON THIS SHEET.
REMOVE/RELOCATE LIGHT POLE.
SEE NOTE 4 ON THIS SHEET.
REMOVE/RELOCATE LIGHT POLE.
SEE NOTE 4 ON THIS SHEET.
REMOVE/RELOCATE LIGHT POLE.
SEE NOTE 4 ON THIS SHEET.
REMOVE/RELOCATE LIGHT POLE.
N:\Projects\9536\ENG\9536REM01.dgn Default User=jmalutan
POWER POLES TO BE REMOVED BY COMEDTREES TO BE REMOVEDEXISTING LIGHT POLES, SOME TO BE RELOCATED, OTHERS TO REMAIN IN PLACESTOP SIGN TO BE REMOVED AND REPLACED THROUGHOUT CONSTRUCTION
EXISTING PARKING METERS, SOME TO BE RELOCATED, OTHERS TO REMAIN IN PLACE
BIKE RACKS TO BE REMOVED
7/23/2018JRB
EXHIBIT C
GATE #3
GATE #2GATE #1
HEIGHT = 213'-0"RADIUS = 196'-0"
TOWER
TOWER
HOIST AND LOADING DOCK
CONCRETE TRUCK AND PUMP
FENCING AND BARRIERS
FENCING AND BARRIERS
FENCING
GATE
FENCING
FENCING
TRAILERS
TR
AIL
ER
S
ADVANCE WARNING SIGNAGEFOR THE SIDEWALK
ADVANCE WARNING SIGNAGEFOR THE SIDEWALK
Mason Laydown Area
PROTECT FIRE HYDRANT BY BARRIERS AND FENCING
GATE #4
TEMP POWER
RE-ROUTE PEDESTRIAN TRAFFIC
METRA LINES
LA
KE
ST
TW
O -
WA
Y T
RA
FF
IC
SHERMAN AVENUETWO-WAY TRAFFIC
PEDESTRIAN WALKWAY
Scale
Date
Drawn by
1" = 40'-0"
7/2
3/2
01
8 2
:37
:51
PM
101
PHASE 2 STRUCTURE AND ENCLOSURE(12 MONTHS)
ALBION EVANSTON
02/23/2018
JF
UTILIZE EXISTINGCROSSWALKS ANDCURB CUTS
PROVIDE SIGNAGE SOVISIBLE FROM STREET
CLARK PROJECT CONTACTINFORMATION SIGN
CLARK FIELD OFFICE
Public Access toAlley Maintained
20' From WhiteDrive-Line to Curb-Line.
10' Clear Drive AisleBetween Jersey Barrierand Lane
ConcreteJersey Barriers
8' Chain Link Fencewith Tennis Fabric OnTop of Jersey Barrier
ConstructionDrive Lane
New BuildingUnder Construction
PHASE 2 JERSEY BARRIER/SITEFENCE SECTION CUTRELATIONSHIP BETWEE EXISTINGCURBLINE/DRIVE-LANES AND NEWPROPERTY LINE.
1A
SECTION CUTDETAIL 1/A
UNION PACIFIC
CTA PURPLE
Sidewalk Closed- Use Crosswalk
CLARK PROJECT CONTACTINFORMATION SIGN
UTILIZE EXISTINGCROSSWALKS ANDCURB CUTS
Parking and Sidewalk ClosedWest Side of Sherman
Sidewalk on East Side of Sherman tobe Open Throughout Construction
CRANE LOADS ARE NOT TO BESWUNG OVER PRIVATE PROPERTY
ROLLING GATE22'-28' OPENING
SWING
10'-16'OPENING
Temp Site Lighting as Necessary
CANTILEVERED SWING& ROLLING GATE28'-36' OPENING
SidewalkClosed - UseCrosswalk
JRB7/23/18
ROLLING GATE20'-26' OPENING
ROLLING GATE20'-26' OPENING
1B
JERSEY BARRIERWALL TO PROTECTPEDESTRIANS
TEMPORARYPEDESTRIANPATHWAY
PROJECTSITE FENCE
SECTION CUTDETAIL 1/B
EXHIBIT D
TWELVE STORY CONCRETE BUILDINGN.I.C.
TWO STORY PARKING GARAGE
N.I.C.
TWO STORY BRICK BUILDING
N.I.C.
CTA PURPLE LINE
N.I.C.
SHERMAN AVENUE
TWO-WAY TRAFFIC
LA
KE
ST
RE
ET
TW
O-W
AY
TR
AF
FIC
GARAGE
ENTRY
RESIDENTIAL
ENTRY
RETAIL
ENTRY
RETAIL
ENTRY
LOADING
DOCK
MAIN ELECTRICAL ROOM
113
BIKE ROOM
115
WATER BOOSTER ROOM
122
FIRE PUMP ROOM
123
PARKING - 33 SPACES
A112
RETAIL A
120
TRASH ROOM
116
LOBBY
100
CLOSING ROOM
105
FIRE COMMAND
118
102
COMED ROOM
A120
TELCO
112
RETAIL TRASH
119
RETAIL B
121
BIKE BATHROOM
109
PARK MAINTENANCE
125
PACKAGE
103
JANITOR
108
BATHROOM
107
EM. DIST.
110
MAINTENANCE OFFICE
117
WATER SERVICE ROOM
124
MANAGEMENT OFFICE
104
FILE/COPY ROOM
106
PODCAST ROOM
101
ELEV. VESTIBULE
100
STAIR 1
ST-1
STAIR 2
ST-2
ELEVATOR 2
EL-2
ELEVATOR 1
EL-1
ELEVATOR 3
EL-3
TOWER
PARKING AND SIDEWALK RE-OPENPARKING AND SIDEWALK RE-OPEN PARKING AND SIDEWALK RE-OPEN
Scale
Date
Drawn by
1/32" = 1'-0"
7/1
9/2
01
8 6
:16
:10
PM
EXHIBIT J
PHASE 3 INTERIOR BUILD-OUT (5 MONTHS)ALBION EVANSTON
02/23/2018
Author
Public Access toAlley Maintained
Sidewalk Access Maintained DuringInterior Build-Out Phase. Parking alongSherman and Lake will be open duringPhase 3.
Sidewalk in front of projectwill be maintained for snowand ice removal duringPhase 3 Interior Build-Out
CLARK PROJECT CONTACTINFORMATION SIGN
CLARK PROJECT CONTACTINFORMATION SIGN
7/23/2018JRB
EXHIBIT E
PA
RKIN
G"
"NO
GU
Y
WIR
E
"ST
OP"
PA
RKIN
G
HA
NDIC
AP
GAS
PIP
E
EN
TE
R"
"DO
NO
T
RA
CK
BIK
E
CL
US
TE
R
WIR
E
1-8' M
AS
T
N-S
2-8'M
AS
T
E,W
UP
W/3-T
RA
NS
CL
US
TE
RS
3
WIR
E
1 WIR
E
&
CL
US
TE
R
WIR
E
3 WIRES
CL
US
TE
R
WIR
E CL
US
TE
R
WIR
E
W/TRANS UP
CL
US
TE
RS
& 2
WIR
E
2
WIR
ES
CL
US
TE
R
WIR
E
CL
US
TE
R
1 WIR
E
&
WIR
E
CL
US
TE
R
2
WIR
ES
&
WIR
E
&
BO
X
ELE
C
ME
TE
R
METAL FREEZER
ME
TA
L F
RE
EZ
ER
WIR
E
CL
US
TE
R
3
WIR
ES
&
BUIL
DIN
G
BRIC
K
TW
O S
TO
RY
GA
RA
GE
PA
RKIN
G
TW
O S
TO
RY
BUIL
DIN
G
CO
NC
RE
TE
ST
OR
Y
TW
EL
VE
BUIL
DIN
G
CO
NC
RE
TE
ON
E
ST
OR
Y
ME
TE
R
PA
RKIN
G
CL
US
TE
R
WIR
E
2
WIR
ES
&
WA
LL
CO
NC
WA
LL
CO
NC
2
WIR
ES
U U
UP
UP
ILLINOIS
RE
ENI
GNE
LANOISSEFORP D
ES
NE
CI
L
BATOR
PIOTR
NO. 062-056183
ISSUED FORDATE
Project
North
CK. BY:
SCALE:
AREA FOR CITY APPROVAL STAMP
DN. BY:
PROJ. # 9536
EVANSTON, IL
1500 SHERMAN AVE.
AVENUE
1500 SHERMAN
1 05/01/2018 ISSUED FOR PERMIT
05/18/20182 FOUNDATION PERMIT
06/01/20183 ISSUED FOR DDSHERMAN AVENUE
LA
KE S
TR
EE
T
N
(TYP)
PARKING STALL
0 10
SCALE 1" = 10'
20
GEOMETRIC PLAN - 1
140.67'
9.09'
294.96'
4.74'
3.16'
2.65'
4.48'
2.61'
2.32'
2.01'
GENERATOR PAD
39.79'
C7
NOTES:
THERMOPLASTIC
C2
STANDARD
6. SHERMAN AVE TO BE RESURFACED FROM LAKE ST TO GROVE ST.
5. SEE ARCHITECTURAL DRAWINGS FOR DESIGN AND DETAILS OF THE BUILDINGS.
.4. ALL PAVEMENT MARKINGS SHALL BE
FOR PAVEMENT SECTION DETAILS.3. SEE SHEET
PITCH UNLESS OTHERWISE NOTED.2. ALL CURBS AND GUTTERS ARE
1. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
24.59'
32.17'
2.96'
6.
62'
5.
94'
8.
42'
BIKE RACKS
BIKE RACKS
8.
5'
5.
86'
71.
16'
5'
TYP
30'
6.01'
5.84'
5.51'
5.23'
3.89'
3.55'
2.93'
1.32'
3.6'
8.97'
10.14'9.45'
10.14'9.45'
6'
5.84'
LEGEND
12
2.
67'
10
5.
83'
44.
5'
17.27'
8.
5'
RELOCATE EXISTING METER
RELOCATE EXISTING METER
RELOCATE EXISTING METER
RELOCATE EXISTING METER
RELOCATE EXISTING METER
RELOCATE EXISTING METER
RELOCATE EXISTING SIGN
RELOCATE EXISTING SIGN
8.
42'
3.
94'
2'
METER
EXISTING
RELOCATE
LIGHT POLE
EXISTING
RELOCATE
TO REMAIN
LIGHT POLE
EXISTINGLIGHT POLE
PROPOSED
2'
12.
36'
DEPRESSED CURB & GUTTER
REVERSE PITCH CURB
HC RAMP
CONCRETE SIDEWALK
PERMEABLE PAVERS
PAVERS
CONCRETE SIDEWALK
CONCRETE PAVEMENT
ASPHALT RESURFACE
FULL-DEPTH PAVEMENT RESTORATION (MATCH EX. SECTION)
LIGHT POLE
EXISTING
RELOCATE
LIGHT POLE
EXISTING
RELOCATE
MA
TC
H
LIN
E - S
EE S
HEET
C8
AND DETAILS
FOR PAVEMENT PATTERNS
SEE LANDSCAPE PLANS
FOR DETAILS)
(SEE LANDSCAPE PLAN
GATEWAY SIGN
THE INSIDE EDGE OF THE GUTTER (TYP)
FULL DEPTH, A MINIMUM OF 2 FT FROM
REMOVE AND REPLACE PAVEMENTRELOCATE EXISTING METER
TO REMAIN
LIGHT POLE
EXISTINGLIGHT POLE
PROPOSED
N:\Projects\9536\ENG\9536GM01.dgn Default User=jmalutan
PAVEMENTREPLACEMENT LIMITS
PAVEMENTREPLACEMENT LIMITS
EXHIBIT F 7/23/2018JRB
PA
RKIN
G
HA
NDIC
AP
GAS
PIP
E
EN
TE
R"
"DO
NO
T
RA
CK
BIK
E
CL
US
TE
R
WIR
E
1-8' M
AS
T
N-S
2-8'M
AS
T
E,W
UP
W/3-T
RA
NS
CL
US
TE
RS
3
WIR
E
1 WIR
E
&
CL
US
TE
R
WIR
E
3 WIRES
1 WIRE
CL
US
TE
R
WIR
E
BUIL
DIN
G
CO
NC
RE
TE
BL
OC
K
ON
E
ST
OR
Y
BUIL
DIN
G
TW
O S
TO
RY B
RIC
K
CL
US
TE
R
1 WIR
E
&
WIR
E
CL
US
TE
R
2
WIR
ES
&
WIR
E
&
BO
X
ELE
C
ME
TE
R
METAL FREEZER
ME
TA
L F
RE
EZ
ER
WIR
E
CL
US
TE
R
3
WIR
ES
&
BUIL
DIN
G
BRIC
K
TW
O S
TO
RY
GA
RA
GE
PA
RKIN
G
TW
O S
TO
RY
ME
TE
R
PA
RKIN
G
ME
TE
R
PA
RKIN
G
CL
US
TE
R
WIR
E
2
WIR
ES
&
WA
LL
CO
NC
6' IR
ON F
EN
CE
WA
LL)
SO
UT
H
BE
HIN
D
FE
NC
E (C
ON
TIN
UE
S
6' C
HAIN
LIN
K
WIR
E
CL
US
TE
R
6
WIR
ES
& 1
WIR
E
CL
US
TE
R
6
WIR
ES
& 1
W/
DR
OP
1-8'M
AS
T
N-S
1-8'M
AS
T
E-W
WIR
E
CL
US
TE
R
6
WIR
ES
& 1
W/
DR
OP
1-8'M
AS
T
N-S
1-8'M
AS
T
E-W
5
WIR
ES
1-TR
ANS
W/
DR
OP
&
1-8'M
AS
T
E-W
3
WIR
ES
NO
MAS
T
W/
DR
OP
3-8'M
AS
T
E-W
2
WIR
ES
UP
RIG
HT
CO
NC
2 WIRE CLUSTERS
ELE
C
ME
TE
R
&
BO
X
U
G
C
G
C
W
C
B
UP
ILLINOIS
RE
ENI
GNE
LANOISSEFORP D
ES
NE
CI
L
BATOR
PIOTR
NO. 062-056183
ISSUED FORDATE
Project
North
CK. BY:
SCALE:
AREA FOR CITY APPROVAL STAMP
DN. BY:
PROJ. # 9536
EVANSTON, IL
1500 SHERMAN AVE.
AVENUE
1500 SHERMAN
1 05/01/2018 ISSUED FOR PERMIT
05/18/20182 FOUNDATION PERMIT
06/01/20183 ISSUED FOR DD
N
0 10
SCALE 1" = 10'
20
SHERMAN AVENUE
GR
OV
E S
TR
EE
T
GEOMETRIC PLAN - 2
MA
TC
H
LIN
E - S
EE S
HEET
C7
C7
AT STORM STRUCTURE
INSTALL INLET PROTECTION
MILL & OVERLAY
LIMITS OF
NOTES:
NOTES AND LEGENDSEE SHEET C7 FOR GEOMETRIC
N:\Projects\9536\ENG\9536GM02.dgn Default User=jmalutan
PAVEMENTREPLACEMENT LIMITS
PAVEMENTREPLACEMENT LIMITS
EXHIBIT F 7/23/2018JRB
T/1ST FLOOR SLAB0' - 0"
Scale
Date
Drawn by
1" = 30'-0"
5/7
/201
8 2
:51
:25
PM
101A
SITE LOGISTICS SECTION NORTH
1454 SHERMAN AVE02/23/2018
AuthorEXHIBIT H1500
7/23/2018JRB
Scale
Date
Drawn by
5/7
/201
8 2
:52
:17
PM
102
STRUCTURAL
1454 SHERMAN AVE02/23/2018
JFEXHIBIT I
15007/23/2018JRB
Scale
Date
Drawn by
5/7
/201
8 2
:52
:55
PM
103
SHELL
1454 SHERMAN AVE02/23/2018
JFEXHIBIT J1500
7/23/2018JRB
Scale
Date
Drawn by
5/7
/201
8 2
:54
:12
PM
104
FINISH CONSTRUCTION
1454 SHERMAN AVE02/23/2018
JFEXHIBIT K1500
7/23/2018JRB
Project Site
Exhibit M - Truck Routes
WHENEVER FEASIBLE TRUCK TRAFFIC IS PREFFERED TO ENTER THE PROJECT SITE FROM THE SOUTH TOMINIMIZE TRAFFIC THROUGH DOWNTOWN EVANSTON TO THE NORTH.
7/23/2018JRB