Albion at Evanston

| 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.


Construction Management Plan Contents

Staging and Logistics

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


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.


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.


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.





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.





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


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


• 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:





• 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.


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.

http://www.1450sherman.com/

http://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


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



SHERMAN AVE

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Scale

Date

Drawn by

1" = 40'-0"

6/2

1/2

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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


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

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LEGEND

SEE NOTE 1 ON THIS SHEET.

SEWER SERVICE PER CITY (TYP).

APPROXIMATE LOCATION OF EXISTING


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

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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





2

2

2

2



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


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



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 FIELD OFFICE


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


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



1B

JERSEY BARRIERWALL TO PROTECTPEDESTRIANS

TEMPORARYPEDESTRIANPATHWAY

PROJECTSITE FENCE

SECTION CUTDETAIL 1/B

EXHIBIT D

jboisver

Callout

Ten (10') Foot Drivel-lane Maintained

jboisver

Snapshot

jboisver

Text Box

SECTION CUT DETAIL 1/A

jboisver

Callout

SIX (6') WIDE PATHWAY

jboisver

Checkmark

jboisver

Rectangle

jboisver

Checkmark

jboisver

Polygon

jboisver

Callout

Truck Delivery Buffer Zone

jboisver

Text Box

With Reflectors and Flashing Lights

jboisver

Checkmark

jboisver

Text Box

With Reflectors and Flashing Lights

jboisver

Snapshot

jboisver

Snapshot

jboisver

Snapshot

jboisver

Snapshot

jboisver

Length Measurement

11'-6"

jboisver

Length Measurement

64'-0"

grkaszni

Dimension

340'

grkaszni

Dimension

371'

grkaszni

Image

grkaszni

Rectangle

grkaszni

Callout

STOP SIGN TO BE MOUNTED AT END OF JERSEY INLINE WITH STOP BAR

grkaszni

Arrow

grkaszni

Rectangle

grkaszni

Text Box

10-5-18

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

MAIL

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


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



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:


DN. BY:

PROJ. # 9536

EVANSTON, IL

1500 SHERMAN AVE.

AVENUE

1500 SHERMAN



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 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


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:


DN. BY:

PROJ. # 9536

EVANSTON, IL

1500 SHERMAN AVE.

AVENUE

1500 SHERMAN



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



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 L - Parking Locations

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

Exhibit N - Building Surveyingand Vibration Monitoring

7/23/2018JRB

Albion at Evanston

Documents

Transcript of Albion at Evanston