Aries Real Estate Acquisitions, LLC Is Looking Forward to Working with The

Aries Real Estate Acquisitions, LLC is looking forward to working with the Village of Deerfield, once again, for the site at the Southeast corner of Waukegan and Lake Cook Road. We are seeking a Special Use Permit for the operation of a Walgreens Pharmacy on the North endcap of the Multi-tenant building previously approved for the site at 95 S. Waukegan Road. Walgreens has requested that we seek such approval for a new “Small Format” store that will occupy the northernmost 2,496 square feet of the approved 8,000 square foot building.

This site will be the 44th such small format store that Walgreens is seeking to build in the United States. There are currently 23 small format stores open with another 20 in Walgreens’ pipeline. The closest small format store that is open is in Markham, IL and has been open since August. The small format concept is relatively new for Walgreens but is something they are continuing to open throughout the country. The store will look and function exactly the same as the Walgreens stores everyone is accustomed to seeing, however it will have a stronger focus on Health and Wellness products. The store will contain a full pharmacy with a variety of other products typically seen near the pharmacy counter in a Walgreens store. The drive-through facility will function exactly the same as a typical Walgreens serving only pharmacy products through the window. Expected hours of operation are Monday through Friday 9am-9pm and Saturday and Sunday 9am-5pm. Their expected peak times are between 2 and 3pm.

The current Deerfield Walgreens has approximately 800 scripts it services on a daily basis; Walgreens is projecting this location to be at around 100 scripts per day. The location will typically operate with two employees working in the location at all times. It is possible, however, that as many as four employees could be in the store depending on volume and need. Employees will park in the rear of the building on the East side. Deliveries will come to the store in a smaller ‘box truck’ and enter the store through the front door during non-business hours (most likely in the early AM). We would like to install two directional signs on the property near the entrance to the drive through and the Southeast corner of the building.

The Walgreens Pharmacy logo will be on all the requested signage, both on the building and on the monument sign. The building signs will comply with the Sign Code as proposed. The tenant is requesting two exceptions to the monument sign requirements. One exception is that the typical Walgreens font remain red on the monument sign, instead of the white that had been approved. While this is an exception, it will blend nicely with the red from Chick Fil A, and we believe it will not look out of place. They would, however, like to highlight the “drive through” on the sign with a blue background, although keeping the white color of the lettering.

This location was sought out by Walgreens for several reasons. First, the location is ‘close to home’ for Walgreens. Their corporate offices are in the village which will allow the executives to more closely monitor the location. Second, this store will relieve some of the pressure from nearby Walgreens locations. Both the current Deerfield location and the Northbrook location further to the South are

quite busy and this store will relieve some of the pressure on those locations. Walgreens also believes it can capture a good amount of new business being in a prominent location at this corner.

There are no proposed changes to the site layout or design. The design has always contemplated a drive-through facility on the North endcap of the Multi-tenant building and we have found the perfect tenant for that space. The building design, layout, lighting, landscaping, etc… shall all remain as approved with some minor changes to the elevations. These changes were made to accommodate the unique store plan Walgreen is using for this location. The materials and general feel of the project remains intact with those minor changes. Walgreens plans to install their typical pass-through window installation while incorporating the already approved canopy for the building. The drive-through facility has the capacity to stack up to five cars should it need to. The reality, though, is that when patrons see a line with more than three cars waiting for the pharmacy they will park their car and walk into the store rather than wait outside. Walgreens will not install marked spaces designated for waiting.

Walgreens will complement the site and surrounding neighborhood in many ways. The relatively low impact use of a pharmacy being close to Chick Fil A and the NorthShore Health building is the perfect co- tenant. Further, having the medical facility essentially on the same property will make it very convenient for all the patrons of the NorthShore facility. The expected peak hours of this location will also work well with the co-tenants of the site limiting the potential impact during lunch or dinner hours.

February 17, 2020 Site Identiﬁcation

Walgreens Store 21330 95 South Waukegan Road Deerﬁeld, IL

File: KS2000271.1 02/11/20 C E D

B A

C E D

B A H

Window Vinyl. REF. Site DWGS. #KS2000271.1, .1B and #KS2000271.1C for sizes and specifications.

DESIGN DATE: 02 / 11 / 2020 ACCOUNT REP. T. Harris DESIGNER: LMK APPROVED BY: T. Harris Site Plan w/ Sign Locations

SIGN LEGEND H H

A LED Illuminated Script and PHARMACY Letter Sets - REF. Site DWGS. #KS2000271.1 and 271.1A for sizes and specifications.

B N / A (Window Vinyl omitted) G C C D LED Illuminated ‘ENTER’ Canopy/Wall Mounted Individual Letters. REF. Site DWG. #KS2000271.1C1 for sizes and specifications. F E D S/F NON-Illuminated ‘CLEARANCE’ Canopy/Wall A A Mounted Sign. REF. Std. Mfg. DWG. #CLR 11.0-4.0 for sizes and specifications.

E LED Illuminated ‘EXIT’ Canopy/Wall Mounted Individual Letters. REF. Site DWG. #KS2000271.1C1 for sizes and specifications.

F REPLACEMENT FACES ONLY - REF. Site DWG. #KS2000271.1D for sizes and specifications.

G REPLACEMENT FACES ONLY - REF. Site DWG. #KS2000271.1E for sizes and specifications.

S I T E P L A N H D/F Non-Illuminated Directional Signs w/ S I G N L O C A T I O N S w/ NEW support and footing. REF. Site DWG. #KS2000271.1F for sizes and NTS specifications.

C US Walgreens Store 21330 A Add directional. Window vinyl out. LMK 2/14/20 E - - 95 South Waukegan Road B Clearance height to 11’ from 12’. LMK 2/14/20 F - - C - - G - - Artwork Design Survey S I T E Deerﬁeld, IL D - - H - - ALL BOXES CHECKED TO ENTER ORDER 28" 8 1/8"

1 7/8"

Window Vinyl ONLY Layout/Dimensions B 1 1/2” = 1’-0”

32’ +-

12'-0" B B

3'-5 3/8" A

Window Vinyl to be centered on glass and 3’ AFF 24’ +- +- 14'-8 3/4" 6'-3"

4'-8" 4'-8" +- +-

DESIGN DATE: 02 / 11 / 2020 ACCOUNT REP. T. Harris DESIGNER: LMK APPROVED BY: T. Harris Storefront (West) Elevation

32’ +-

9'-2" 9'-2" 12'-0" (EQ) (EQ)

3'-5 3/8" 24'-0" 15'-0"

12'-0"

Ind. Internally Illuminated ‘Walgreens’ SCRIPT w/ ‘PHARMACY’ Letter Set A

2'-8" RED FACES/BLACK RETURNS 1/2” = 1’-0” ( 32” ) Note: SPECIAL MODIFIED LAYOUT for smaller size 3'-5 3/8" 1 3/8" stroke 10"

41.2 SQ.FT. 6'-6"

C US Walgreens Store 21330 A Storefront width to 32’ per Wag. Corp. LMK 2/11/20 E - - 95 South Waukegan Road B To larger letters. Window vinyl out. LMK 2/14/20 F - - C New elevations. Dims added. LMK 2/21/20 G - - Artwork Design Survey 2000271.1 Deerﬁeld, IL D - - H - - ALL BOXES CHECKED TO ENTER ORDER 9'-0"

23.22 SQ.FT. 2'-0" ( 24” ) 2'-7"

1 9/16" stroke 7"

16'-4 3/4" W 4'-8 3/8" 3'-7 3/4"

W 59.65 SQ.FT.

DESIGN DATE: 02 / 11 / 2020 ACCOUNT REP. T. Harris DESIGNER: LMK DESIGN DATE: 02 / 11 / 2020 APPROVED BY: T. Harris Individual Internally Illuminated Remote ACCOUNT REP. T. Harris DESIGNER: LMK ‘Walgreens’ Script w/ ‘PHARMACY’ Letter Set APPROVED BY: T. Harris Window Vinyl

12'-0" W

41.2 SQ.FT. 28" 2'-8" ( 32” ) 3'-5 3/8" 1 3/8" stroke Note: ‘PHARMACY’ font is 10" Helvetica 55 Roman

6'-6" VINYL COLOR SCHEDULE:

3M vinyls: (1st surface applied)

Ind. Internally Illuminated ‘Walgreens’ SCRIPT w/ ‘PHARMACY’ Letter Set 1/2” = 1’-0” 8 1/8" A SPECIAL LAYOUT 3M #7725-31 Medium GRAY Note: SPECIAL MODIFIED TOTAL OF (2) LAYOUT for smaller size REQUIRED 1 7/8" 4” A Illumination LED/color ASNOTED must LEDType PerMfg.Standards D HOLD!! B PowerSupplyType PerMfg.Standards G W COLOR SCHEDULE: C Face Material Acrylic F B Color ASNOTED Vinyl N/A Window Vinyl ONLY Layout/Dimensions Material B N/A ‘Walgreens’ will have #2793 RED acrylic faces. 3” = 1’-0” Color N/A D Retainer Type Trim-cap(sizepermfg.) MATTE BLACK pre-coat returns and retainers Color ASNOTED per LL criteria. H E Return Material .040x5.3”aluminum Color ASNOTED Depth 4”-MUSTHOLD!! Illumination will be RED LED’s per Walgreens typical/ F Back Gauge .063 standard spec. for size shown. A Material Aluminum G Mounting Type Mechanical

LED Face-Lit Letters - LED Face-Lit C *weephole(s) Fastener persiteconditions permfg.standards Electrical Type Passthru

Flush Mounted (REMOTE) H *caulkrequired Type PerMfg.Standards *ULListedProduct E I Switch Type Disconnect/toggle Location Byelectrician

C US Walgreens Store 21330 A To larger letters. Misc. Specs per City/LL. LMK 2/14/20 E - - 95 South Waukegan Road B - - F - - C - - G - - Artwork Design Survey 2000271.1A C US D - - H - - ALL BOXES CHECKED TO ENTER ORDER Deerﬁeld, IL Walgreens Store 21330 A - - E - - 95 South Waukegan Road B - - F - - C - - G - - Artwork Design Survey 2000271.1B Deerﬁeld, IL D - - H - - ALL BOXES CHECKED TO ENTER ORDER 80'-4" +-

12'-0"

A 3'-5 3/8"

E C B B B D 24’ +- +- 6'-3" Window Vinyl to be centered on glass and 3’ AFF 4'-8" 4'-8" 4'-8" +- +- +-

3’-6” DESIGN DATE: 02 / 11 / 2020 ACCOUNT REP. T. Harris 6” 4” DESIGNER: LMK APPROVED BY: T. Harris Drive Thru (North) Elevation 3’-6”

6” 4” 80'-6" +-

9'-11" 12'-0" 9'-11" (EQ) (EQ)

C LED Illuminated ‘ENTER’ Canopy/Wall A Mounted Individual Letters. REF. SITE DWG. #KS2000271.1C1 3'-5 3/8" for sizes and specifications. E C 2’-3 3/8” 24'-0" D 6” 15'-0"

11'-3" 5”

4’-0”

D S/F NON-Illuminated ‘CLEARANCE’ Canopy/Wall Mounted Sign. REF. Std. Mfg. DWG. #CLR 11-0-4.0 for sizes and specifications. Clearance: 11’-0”

12'-0"

1'-6 1/4"

Ind. Internally Illuminated ‘Walgreens’ 6” SCRIPT w/ ‘PHARMACY’ Letter Set A

2'-8" RED FACES/BLACK RETURNS 1/2” = 1’-0” ( 32” ) E LED Illuminated ‘EXIT’ Canopy/Wall Note: SPECIAL MODIFIED LAYOUT for smaller size

3'-5 3/8" Mounted Individual Letters. 1 3/8" stroke REF. SITE DWG. #KS2000271.1C1 for sizes and specifications. 10"

41.2 SQ.FT. 6'-6"

C US Walgreens Store 21330 A To larger letters. Window vinyl out. LMK 2/14/20 E - - 95 South Waukegan Road B Clearance height to 11’ from 12’. LMK 2/14/20 F - - C New elevations. Dims added. LMK 2/21/20 G - - Artwork Design Survey 2000271.1C Deerﬁeld, IL D - - H - - ALL BOXES CHECKED TO ENTER ORDER

28" 9'-0" 8 1/8" 2'-0" ( 24” )

2'-7" 1 7/8"

7" Window Vinyl ONLY Layout/Dimensions B 1 9/16" 1 1/2” = 1’-0” stroke

Ind. Internally Illuminated SCRIPT Letter Set 1/2” = 1’-0” A RED FACES/RED RETURNS Note: SPECIAL MODIFIED LAYOUT for smaller size DESIGN DATE: 02 / 11 / 2020 ACCOUNT REP. T. Harris DESIGNER: LMK APPROVED BY: T. Harris Individual Internally Illuminated Remote ‘ENTER’ and ‘EXIT’ Letter Sets

2'-3 3/8" 1'-6 1/4"

Note: font is:

6" Helvetica 55 6" Roman BOLD

1 3/8" stroke 1 3/8" stroke

C E

Ind. Internally Illuminated ‘ENTER’ and ‘EXIT’ Letter Sets 1” = 1’-0” SPECIAL LAYOUTS Note: SPECIAL MODIFIED TOTAL OF (1) LAYOUTS for smaller size EACH REQUIRED

4” A Illumination LED/color ASNOTED must LEDType PerMfg.Standards D HOLD!! B PowerSupplyType PerMfg.Standards COLOR SCHEDULE: G C Face Material Acrylic F B Color ASNOTED Vinyl N/A Letter Sets will have #7328 WHITE acrylic faces. Material N/A Color N/A MATTE BLACK pre-coat returns and retainers D Retainer Type Trim-cap(sizepermfg.) per LL criteria. Color ASNOTED H E Return Material .040x5.3”aluminum Color ASNOTED Illumination will be WHITE LED’s per MFG. /ENG. Depth 4”-MUSTHOLD!! specs. for sizes shown. F Back Gauge .063 A Material Aluminum G Mounting Type Mechanical LED Face-Lit Letters - LED Face-Lit C *weephole(s) Fastener persiteconditions NOTE: Letter FACES must be WHITE as they are mounted permfg.standards Electrical Type Passthru

Flush Mounted (REMOTE) H *caulkrequired Type PerMfg.Standards to a dark canopy background. *ULListedProduct E I Switch Type Disconnect/toggle Location Byelectrician

C US Walgreens Store 21330 A FONT note added per City/LL. LMK 2/14/20 E - - 95 South Waukegan Road B Misc. Specs per City/LL. LMK 2/14/20 F - - C - - G - - Artwork Design Survey 2000271.1C1 Deerﬁeld, IL D - - H - - ALL BOXES CHECKED TO ENTER ORDER PROPOSED

10'-0"

8'-9 7/8" 1 5/8" G 3'-9 1/4" 7"

RING AND SLEEVE/ 5'-1 3/4" PLATE CONNECTION (details per ENG/MFG) 9 3/4" 1'-4 1/2" Existing Sq. Steel support (exact size D/F PYLON CABINET LAYOUT 3/8” = 1’-0” T.B.D.) G Note: Spacing and sizes per Walgeens criteria.

COLOR SCHEDULE: GENERAL SPECIFICATIONS: 3M vinyls: G D/F Internally Illuminated Pylon Cabinet will be fabricated aluminum w/ aluminum 3M #3730-53L Cardinal RED retainers. Faces will be FLAT White Polycarbonate decorated on 1st surface 3M #3630-7370 BLUE Note: EXISTING POLE w/ 3M translucent vinyls as noted in Color W H I T E WILL BE CUT DOWN Schedule. Internal illumination will be TO A HEIGHT OF 7’-0” fluorescent lamps. Paint (semi-gloss): and WILL HAVE A NEW PLATE CONNECTION. Match #313 Dark BRONZE EXACT DETAILS T.B.D. for cabinet & retainers. EXISTING B

PROPOSED

DESIGN DATE: 02 / 11 / 2020 ACCOUNT REP. T. Harris DESIGNER: LMK APPROVED BY: T. Harris Tenant Faces ONLY for D/F Multi-Tenant Monument Sign

SIGN F

Note: EXISTING FACES WILL BE REMOVED

4'-10"

3'-3 1/2" 1'-6 1/2"

2'-10"

F 3 3/8" 9 7/8" 1'-6 1/2"

Note: IN-FIELD REPAINT OF EXISTING CABINET and SUPPORT. Match #313 Dark BRONZE Replacement Faces ONLY F 3/4” = 1’-0” EXISTING

COLOR SCHEDULE: 12'-9" GENERAL SPECIFICATIONS: Paint: 11'-9" Una-Clad Silver Metallic cabinet F Walgreens I.D. FACES will be 10'-11" aluminum w/ routed and backed Match 3M #3630-7370 BLUE copy. See Color Schedule. Acrylic: #2793 RED

#7328 WHITE

ALONG WAUKEGAN ROAD 6'-10" 9'-6" 8'-6" 8 3/4" cabinet

8 3/4" C US 1'-8" Walgreens Store 21330 A To 3M Day/Night film for ‘drive thru’ copy. LMK 2/11/20 E - - 95 South Waukegan Road B Colors per City/LL. LMK 2/14/20 F - - C - - G - - Artwork Design Survey 2000271.1D ALL BOXES CHECKED TO ENTER ORDER Deerﬁeld, IL D - - H - - Replacement Faces ONLY B 1/4” = 1’-0”

DESIGN DATE: 06 / 03 / 2019 4'-10" ACCOUNT REP. T. Harris DESIGNER: LMK 4'-5" APPROVED BY: T. Harris

PROPOSED 3 1/2" 8'-6" G 10 1/2" 1'-6 1/2"

7'-4 7/8" 1 5/8"

Replacement Faces ONLY F 3/4” = 1’-0” 2'-11" RING AND SLEEVE CONNECTION 5 7/8" 4'-1 3/4"

8 1/4"

Existing 10 3/4” 1'-2 1/2" GENERAL SPECIFICATIONS: dia. pole F Walgreens I.D. FACES will be aluminum w/ routed and backed copy. See Color Schedule.

D/F PYLON CABINET LAYOUT G 1/2” = 1’-0” Note: Spacing and sizes per Walgeens criteria.

Note: EXISTING POLE WILL BE CUT DOWN Approx. 18” IN HEIGHT and WILL HAVE A NEW PLATE CONNECTION. EXACT DETAILS T.B.D. EXISTING

C US A Store address corrected. LMK 6/18/19 E - - B Store address corrected. LMK 11/4/19 F - - C Updated spec DwB 12/18/19 G - - Artwork Design Survey 1901983B D - - H - - ALL BOXES CHECKED TO ENTER ORDER DESIGN DATE: 02 / 11 / 2020 ACCOUNT REP. T. Harris DESIGNER: LMK APPROVED BY: T. Harris Tenant Faces ONLY for D/F Multi-Tenant Monument Sign

SIGN G

2'-5"

2'-2" 1'-2" 7 1/2" 1 3/4" G

Replacement Faces ONLY G 1 1/2” = 1’-0”

COLOR SCHEDULE: GENERAL SPECIFICATIONS: Paint: G Walgreens I.D. FACES will be Una-Clad Silver Metallic aluminum w/ routed and backed copy. See Color Schedule. Acrylics: #2793 RED

ALONG LAKE COOK ROAD

C US Walgreens Store 21330 A - - E - - 95 South Waukegan Road B - - F - - C - - G - - Artwork Design Survey 2000271.1E Deerﬁeld, IL D - - H - - ALL BOXES CHECKED TO ENTER ORDER Opposite Face View

Finished Dk. Bronze aluminum back

3'-1" 8”

1 6" 6" Disconnect 1'-0" switch

Nipple Plate 1 5/8” connection 3'-0" retainers Side View 2

2'-0" 2

ELEC. LEAD

DIRECT SET support 3'-6"

3 3 3”

Face View 8" 8" DIA. DIA.

S/F Illuminated Directional Sign H 3.08 Square Feet

DESIGN DATE: 02 / 11 / 2020 ACCOUNT REP. T. Harris DESIGNER: LMK APPROVED BY: T. Harris Opposite Face View D/F Non-Illuminated Directional Sign

SIGN TYPE H TOTAL OF (2) REQUIRED

2'-4 1/2" 2 1/8" GENERAL SPECIFICATIONS:

1'-5 1/2" 9" 1 D/F NON-illuminated Directional Cabinet will be fabricated aluminum with .063 aluminum faces. Structure, returns and faces painted as noted in COLOR SCHEDULE. Faces will be 1 decorated w/ 3M vinyls - SEE COLOR SCHEDULE.

2 2”x 2”x1/8” wall x 6’-3” Aluminum tube support painted Dark 4 5/8" 4 3/4" 1 Bronze to match cabinet and retainers. 10"

3 NEW 8” dia. x 3’-6” deep augured concrete footing to accept 2” x 2” support. Side View

2'-6" 1” painted 2 2

1'-8" border

COLOR SCHEDULE:

3M vinyls: 3M #3730-53L Cardinal RED

3M #3630-7370 BLUE 3'-6"

#680-10 Reflective WHITE DIRECT SET support 3 3 Paint (semi-gloss):

3” Match #313 Dark BRONZE for cabinet & retainers and Face View 8" 8" support tube. DIA. DIA.

D/F N0N-Illuminated Directional Sign H 1.97 Square Feet TOTAL OF (2) REQUIRED

C US Walgreens Store 21330 A Qty. to (2) from (1). LMK 2/14/20 E - - 95 South Waukegan Road B - - F - - C - - G - - Artwork Design Survey 2000271.1F Deerﬁeld, IL D - - H - - ALL BOXES CHECKED TO ENTER ORDER

FIXTURE SCHEDULE FURNITURE SCHEDULE t n

I.D. Count Description I.D. Count Description e m

M1 1 Entrance floor grid F1 1 Bariatric chair p o M4 1 12" x 18" hand basket storage F2 5 Guest chair l e

M5 11 13/13 x 36" x 54" gondola shelving assembly F3 1 Medical stool v e

M6 2 13" x 30" x 54" gondola end cap assembly F4 1 Side table D

M8 14 22" x 36" x 72" wall shelving assembly F5 1 Task chair n g i 5

M19 1 Small format double left hand checkout s 0 e M20 1 Single sided island bottle bays 1 D 5

- d M21 19 Double sided island bottle bays REFRIGERATION SCHEDULE 5 n 1 d

M22 2 2 door safe a 0 a

I.D. Count Description 0 o M23 1 12" x 84" 6 tier locker w/ ADA locker g 6 n

R R1 1 Glass door merchandiser i

M24 1 15" x 25" x 28.38" (2) drawer file cabinet t n I

R2 1 Vaccine Refrigerator n M25 1 30" mini deposit safe , a d m l l R3 1 Undercounter refrigerator l (2) ELEC. PANELS i P

M26 1 Overcounter shelf assembly e i

R4 1 Medical freezer f (1) TELE. BOARD W r e

M28 1 Secure shred bin r e 6 o e t

M29 1 Communication cabinet 0 1 D 2'x2' TOTE M30 3 90 Deg, 16ga, type 304, brushed satin finish, stainless S STORAGE SPACE steel corner guard AREA SCHEDULE )

E M32 1 Hand sanitizer push button dispenser

Name Area , I I

M34 2 8'-0" security shutter N

T T

General Sales 1111 SF F R E A A D

M35 1 6'-0" security shutter

O H

H H N R

Pharmacy S E T C S T T A

A O

M36 3 Roll-down window shade T

A T H R Y O Service 118 SF D A

E E C F E W

N M37 1 9'-0" Employee break counter T N Y I T

( M E

D Gross Square Footage S A T A D N

M R

T R

Y M40 1 Paper towel dispenser N T R I N E O N O Y I B U

S E W D

T B , T

2 M50 1 Wall bottle bays . I C

T D T Y

A 7 N R C L S D E I E Y 6 F C M A E M106 10 13" x 36" x 72" wall shelving assembly E A I

E V R 3 C B I L O E T E F 2

I R I A R E

RETAIL LINEAR FOOTAGE F E P N I 3' - 8 7/8" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 8 7/8" S 2

S I J E H P E C R N S S D C D E P G O I E W E G N R N W P R U N R I H Name Retail Linear Footage A H

CASEWORK SCHEDULE General Sales 117' - 0" I T S P U S A E L P S A )

E Pharmacy 21' - 0" C

I I.D. Count Description

N Grand total 138' - 0"

R C1 2 54" finished end panel for gondola

O C2 1 General sales corner filler piece C

O C3 1 Pharmacy workcounter assembly N (

C4 2 Insert #1 - 3 drawer unit RX SHELVING T C5 3 Insert #2 - 3 shelf unit W

2 Rx Linear Bottle

7 C6 2 Insert #3 - Open unit 6 Description Footage Bays 3 C7 1 24" x 33 1/4" finished end panel 2

2 Double sided island bottle bays 98' - 0" 84

S C8 1 Pharmacy sink splashguard and overhead shelves

W Single sided island bottle bays 3' - 6" 3 Wall bottle bays 2' - 4" 2 Total Rx Shelving 103' - 10" 89 CASH REGISTERS I.D. Room Description Count CR1 Pharmacy Front ADA checkout cash register 1 CR3 Pharmacy Drive thru checkout cash register 1

REFER TO SHEET EQ - 111 FOR EQUIPMENT LAYOUT. N O I T P I R C S E D S N O I S I V E R Y B E T A D . O N Y C S A M N R A E H P E

T # A R

M N E R G A R O L L F O

P L

T A L R S A O M W S O

FIXTURE LEGEND L F

G 1919 36 66 * WT ALL OTHER FIXTURES ARE E R

GONDOLA D. W. H. COLOR TYPICALLY CALLED OUT BY DEPTH U T

(EA. SIDE) AND WIDTH. X I GE 19 47 66 * WT EXAMPLE: F

GONDOLA D. W. H. COLOR DT 30 48 : ENDCAP DISPLAY TABLE D. W. P M A

WS 19 36 84 * WT EXAMPLE: T S

: :

CAB 22 36 E WALL D. W. H. COLOR Y D M B E I SHELVING CABINET D. W. T N

W : T E W I E

MS 24 96 120* /5S FE N A T I V A E R METAL D. W. H. NUM. OF FINISHED END PANEL R SHELVING SHELVES SIZES ARE NOT NOTED ON D - 111 PLAN P D D R * DOES NOT INCLUDE STANDARDS, WOOD GROUNDS, OR FINISHED END PANELS. D - 111

0.0

0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.5 0.6 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.7 0.7 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.6 1.3 1.1 1.1 0.8 0.6 0.4 0.2 0.1 0.8 1.5F4H @ 25' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 1.1 1.6 1.8 1.6 1.4 1.0 0.8 0.6 0.9 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 1.0 1.3 1.5 1.8 1.8 1.7 1.5 1.1 0.9 0.7 0.5 0.1 0.1 0.1 1.1 0.9 0.0 0.0 0.0 1.0 0.8 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.4 0.9 1.8F4H 1.7@ 25'1.7 1.8 1.7 1.6 1.4 1.2 1.0 1.0 0.7 0.0 0.0 0.0 0.0 0.0 0.9 1.1 1.1 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.90.9 1.3 1.6 2.0 2.2 2.1 1.8 1.6 1.2 0.3 1.2 0.0 0.0 1.0 0.6 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 1.3 1.6 1.5 1.6 1.8 2.1 2.0 1.9 1.6 0.2 0.4 1.0 1.1 1.1 0.1 0.1 0.1 0.1 0.1 1.2 F4H @ 25' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.4 0.3 0.9 1.1 1.0 0.8 0.4 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.7 1.2 1.7 2.0 2.0 1.8 1.8 1.9 1.7 1.3 0.8 1.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.3 0.4F3 @1.1 25'1.1 1.1 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.50.5 0.8 1.2 1.5 1.8 1.8 1.8 1.7 1.5 1.4 1.3 1.3 0.0 0.5 1.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.9 1.3 1.1 0.9 0.5 0.2 0.4 0.9 1.3 1.1 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.2 0.4 0.6 0.6 0.9 1.7 1.4 1.5 1.5 1.7 1.6 1.3 0.5 0.7 F4H @ 25' 1.0 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.2 1.2 1.0 0.8 0.3 0.2 0.5 1.1 1.0 0.8 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.40.50.6 0.8 1.3 1.5 2.0 1.9 1.8 1.5 1.4 F3 @ 25' 0.7 0.2 0.2 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.2 0.3 1.0 1.1 1.1 1.1 0.6 0.2 0.2 0.8 0.9 0.7 0.5 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 0.8 1.2 1.5 1.7 1.9 1.8 1.7 0.1 0.8 0.7 0.7 0.7 0.8 0.5 0.4 0.2 0.1 0.1 0.0 0.0 0.4 0.9 1.1 1.0 0.6 0.3 0.2 0.5 0.8 0.7 0.70.5 0.3 0.3 0.4 0.6 0.0 0.0 0.10.1 0.1 0.2 0.5 0.9 1.0 1.5 1.6 1.7 1.3 0.0 0.0 0.0 0.0 0.0 0.8 0.6 0.6 1.0 1.0 1.0 1.2 0.7 0.5 0.2 F3 @ 25' 0.1 0.1 0.0 1.0 1.0 1.4 1.3 1.2 1.1 0.9 0.7 0.9 1.1 1.1 1.0 1.1 1.1 0.8 0.6 0.4 0.2 0.8 0.8 0.7 1.0 0.9 0.6 0.4 0.2 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.4 1.0 1.1 1.3 1.5 1.3 0.2 FF @ 25' 0.4 0.2 0.1 0.0 0.0 W1 @ 10' 0.7 1.0 1.1 1.2 1.1 1.2 1.4 1.1 1.0 0.8 0.9 1.1 1.0 1.0 1.1 1.0 0.8 0.6 1.1 0.8 0.5 0.4 1.3 1.9 1.7 0.7 0.7 0.6 0.5 0.4 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 0.7 1.0 1.1 F3H @ 25' 0.5 0.4 0.2 0.10.1 0.1 0.0 0.0 0.3 0.4 0.6 0.8 1.0 1.1 1.0 1.0 1.2 1.0 0.7 0.5 0.6 0.6 0.8 1.0 0.7 0.6 0.7 0.7 0.8 0.6 0.4 0.3 1.0 1.7W11.6 @ 10'0.8 0.5 1.5 1.1 0.5 0.2 0.2 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.4 0.4 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.5 0.5 0.5 0.6 0.6 0.5 0.3 0.2 0.2 0.2 0.2 0.0 0.2 0.2 0.3 0.5 0.4 0.4 0.3 0.4 1.2 1.5 1.7 1.1 0.3 0.4 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.3 0.2 0.2 0.1 0.1 0.2 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Plan0.0 View0.0 Scale - 1" = 30ft

Full Area Calc. 0.3 fc 2.2 fc 0.0 fc N/A N/A 3 Lithonia Lighting DSX0 LED P2 40K T3M MVOLT DSX0 LED P2 40K T3M MVOLT LED 1 DSX0_LED_P2_40K_T3M_MVOLT.ies 5835 0.9 49 Parking Lot Calc. 0.8 fc 2.2 fc 0.0 fc N/A N/A F3

Property Line 0.4 fc 1.5 fc 0.0 fc N/A N/A 1 Lithonia Lighting DSX0 LED P2 40K T3M MVOLT HS DSX0 LED P2 40K T3M MVOLT with houseside LED 1 DSX0_LED_P2_40K_T3M_MVOLT_HS.ies 4728 0.9 49 F3H shield

4 Lithonia Lighting DSX0 LED P3 40K T4M MVOLT HS DSX0 LED P3 40K T4M MVOLT with houseside LED 1 DSX0_LED_P3_40K_T4M_MVOLT_HS.ies 6417 0.9 71 1. CALCULATION POINTS ARE AT GROUND LEVEL. shield 2. FIXTURES ARE POLE/WALL MOUNTED AT 25'-0" AFF. F4H 3. CALCULATIONS POINTS ARE ON A 20’ x 20’ SPACING. 4. VEHICLES, TRAILERS, SHRUBERY, EQUIPMENT AND SIGNAGE CAN CAUSE REDUCED LIGHT LEVELS FROM WHAT IS 1 Lithonia Lighting DSX0 LED P1 40K TFTM MVOLT DSX0 LED P1 40K TFTM MVOLT LED 1 DSX0_LED_P1_40K_TFTM_MVOLT.ies 4711 0.9 38 EXPECTED. FF JB 5. CACULATIONS PROVIDED ARE NOT A GUARANTEE OF PERFORMANCE. ACTUAL LIGHT LEVELS MAY VARY. **FIELD VERIFICATION REQUIRED 2 Lithonia Lighting DSXW1 LED 10C 350 40K T3S MVOLT DSXW1 LED WITH (1) 10 LED LIGHT ENGINES, LED 1 DSXW1_LED_10C_350_40K_T3S_MVOLT.ies 1503 0.9 13.3 12/4/2017 W1 TYPE T3S OPTIC, 4000K, @ 350mA. Not to Scale

**This document contains confidential and proprietary information of KSA Lighting & Controls. This document may only be used by or for the benefit of KSA Lighting & Controls representatives and customers. FOR LIGHTING DESIGNS This lighting design is not a professional engineering drawing and is provided for informational purposes only, without warranty as to accuracy, completeness, reliability or otherwise. KSA Lighting & Controls is not responsible for specifying the lighting or illumination requirements for any specific project, including municipal or building code requirements. It is the obligation of the end-user to consult with a professional engineering advisor to determine whether this lighting design meets the applicable project requirements for lighting system performance, safety, suitability and effectiveness for use in a particular application. Field verification is recommended when calculations are based on end-user or customer-provided information. End-user environment and application (including, but not limited to, voltage variation and dirt accumulation) can cause actual field performance to differ from the calculated photometric performance represented in this lighting design. In no event will KSA Lighting & Controls be responsible for any loss resulting from any use of this lighting design. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.2 0.2 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.50.5 0.6 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.7 0.5 0.7 0.2 0.2 0.1 0.5 0.5 1 1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.1 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.6 1.3 1.1 1.1 0.8 0.6 0.4 0.1 0.1 0.1 0.2 0.2 0.1 0.5 1 0.8 1.5 F4H1.5 @ 25' 1 0.5 0.1 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 1 1.6 1.8 1.6 1.4 1.0 0.8 0.6 0.0 0.1 0.1 0.1 0.20.2 0.2 0.40.5 1.1 1.5 0.2 0.5 1.5 1 0.9 0.2 1.01 0.5 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.8 1.8 1.7 1.5 1.1 0.9 0.7 0.5 0.1 0.1 0.1 0.1 0.2 0.3 0.50.6 1 1.0 1.3 1.51.5 1.1 0.1 1.5 0.2 0.2 1.5 1 0.9 0.1 0.5 1 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 1.0 1.0 0.8 0.60.5 0.1 0.1 0.1 0.4 0.9 1.8 1.7 1.7 1.8 1.7 1.6 1.4 1.2 0.1 0.1 0.1 0.1 0.2 F4H @ 25' 1.5 1 0.1 0.2 0.5 1 1 1 0.7 1.5 1 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.5 1.11.1 0.9 0.0 0.0 0.5 1.3 1.6 2.0 2.2 2.1 1.8 1.61.5 1.2 0.3 0.9 1.1 0.1 0.1 0.1 0.10.1 0.20.2 0.3 0.4 0.90.91 1 0.5 0.1 0.5 1.5 1 0.5 0.2 1 1.2 0.2 1 0.5 1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 1 1.5 0.2 0.1 0.1 0.20.2 0.4 1.0 1.1 1.0 0.6 0.2 0.1 0.2 0.4 1.3 1.51.6 1.51.5 1.6 1.8 2.1 2.0 1.9 1.6 0.5 1.1 0.1 0.1 0.1 0.1 0.10.1 0.2 0.5 0.1 0.5 0.1 1.2 F4H @ 25' 1.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.5 0.8 1 1.5 1 0.2 0.1 0.3 0.91 1.1 11.0 0.8 0.4 0.1 1.7 2.0 2.0 1.8 1.8 1.9 1.7 1.3 0.8 0.4 0.2 0.5 0.1 0.10.1 0.20.2 0.2 0.2 0.20.2 0.2 0.7 1.2 0.1 1.0 0.5 0.5 0.5 1.5 1 0.0 0.0 0.0 0.2 0.5 1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.5 1.5 0.3 0.1 0.4F3 @1.1 25' 1.1 1.1 0.6 0.2 0.1 0.1 0.8 1.2 1.5 1.8 1.8 1.8 1.7 1.5 1.4 1.3 1.3 1 0.8 0.2 0.2 0.0 0.1 0.1 0.2 0.3 0.4 0.4 0.5 0.50.5 1.5 0.5 1 1 0.5 1.2 1 1 0.1 0.5 0.5 1.5 1 0.5 0.1 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.5 1 1.3 1.1 0.8 0.4 0.20.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.5 1.5 0.5 0.50.5 0.9 1.3 1.1 0.9 0.5 0.2 0.4 0.9 0.2 0.4 0.6 0.6 0.9 1.7 1.51.4 1.5 1.5 1.7 1.61.5 1.3 0.1 0.0 0.0 0.0 0.1 1.5 1 0.2 0.2 1 0.2 0.1 F4H @ 25' 1 0.2 0.5 1 0.1 0.5 0.7 1 1 0.1 1 1.0 0.2 1.5 0.5 0.1 0.5 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.0 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.1 0.2 0.5 1.2 1.2 1.0 0.8 0.3 0.2 0.5 1.1 0.1 0.0 0.1 0.1 0.4 0.6 0.8 1.3 1.5 2.0 1.9 1.8 1.5 1.4 0.1 0.1 0.0 0.0 0.0 0.5 1 1.5 0.5 0.2 1 1 0.1 1.5 1 0.2 0.1 0.2 0.5 0.1 0.1 0.1 0.2 1F3 @ 25' 0.5 0.5 0.1 0.7 0.1 0.10.1 0.1 0.0 0.0 0.2 1 0.1 0.5 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.20.2 0.1 0.1 0.1 0.20.2 0.1 0.2 0.5 1.0 1.1 1.1 1.1 0.6 0.2 0.2 0.8 0.9 0.2 0.2 0.2 0.2 0.2 1.5 1.7 1.9 1.8 1.7 0.1 0.3 0.5 0.0 0.0 0.0 0.1 0.1 0.5 0.8 1 1.2 0.1 0.1 1.5 1.5 0.1 1 0.5 0.5 0.5 0.2 0.1 0.5 0.2 1 0.2 0.5 0.5 0.2 0.2 0.5 1 0.1 0.8 0.7 0.7 0.7 0.8 0.5 0.4 0.2 0.1 0.1 0.0 0.1 0.2 0.5 0.8 0.7 0.70.5 0.3 0.3 0.40.5 0.6 0.1 0.5 1.5 0.1 0.40.5 0.9 1.1 1.0 0.6 0.3 0.5 0.0 0.1 0.10.1 0.2 0.5 0.9 1.0 1.5 1.6 1.7 1.3 0.5 0.5 0.0 0.2 0.2 0.5 1 0.5 0.1 1 1 1 0.8 0.6 0.6 1.0 1.0 1.0 1.2 0.7 0.5 0.20.2 1.5 0.5 0.1 F3 @ 25' 1 1 1 0.2 0.5 1 1 1 1 0.6 0.4 0.2 0.1 0.1 1.5 1 0.2 0.2 1.3 1.2 1.1 0.9 0.7 0.9 1.1 1.1 1.0 1.1 1.1 0.8 0.1 0.8 0.7 1.0 0.9 0.6 0.4 0.2 0.1 0.9 1.0 1.0 1.4 0.2 0.3 0.4 1.0 1.1 1.3 1.5 1.3 0.8 0.2 0.5 1 0.0 0.0 0.10.1 0.2 0.5 0.1 0.2 1 0.2 0.1 1 0.1 0.5 1 0.5 0.5 FF @ 25' 1 1 W1 @ 10' 0.5 0.0 1 0.5 1.5 0.8 0.9 1.1 1.0 1.0 1.1 1.0 0.8 0.6 0.4 0.20.2 0.1 0.2 0.5 0.4 0.5 0.7 1.0 1.1 1.2 1.1 1.2 1.4 1.1 1.0 1 0.40.2 1 1.3 1.5 1.9 1.7 0.7 0.7 0.6 1 1 1 0.0 0.0 0.1 0.2 0.3 0.6 0.7 1.0 1 1.1 1.1 0.8 0.5 0.1 0.2 0.1 0.2 0.1 0.1 1 0.5 0.2 0.5 1.5 0.5 0.5 0.5 0.1 0.2 0.5 0.5 1 0.5 0.5 1 0.1 1 0.1 F3H @ 25'0.7 0.6 0.5 0.4 0.2 0.1 0.1 0.0 0.5 1 0.5 1.0 1.1 1.0 1 1.0 1.2 1.0 0.7 0.5 0.6 0.6 0.8 11.0 0.5 0.2 0.5 W11.5 @ 10' 0.5 1.5 1.1 0.5 0.20.2 0.2 0.4 0.3 0.3 0.4 0.6 0.8 1 1 0.5 0.5 0.4 0.4 0.7 0.7 0.8 0.6 0.50.4 0.3 1.0 1.7 1.6 1 0.8 1 0.2 1 0.5 0.0 0.0 0.1 0.1 0.3 1 0.5 0.5 0.2 0.1 1.5 0.5 0.5 0.5 0.2 1.5 0.2 0.1 0.1 0.2 0.5 0.5 0.5 0.2 0.2 0.1 0.10.1 0.0 0.0 0.0 0.0 0.0 0.5 0.5 0.2 0.1 0.2 0.5 0.5 0.5 0.6 0.6 0.5 0.3 0.2 0.2 0.2 0.2 0.1 0.5 1 0.4 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.4 0.50.5 0.6 0.5 0.5 0.2 0.1 0.0 0.2 0.3 0.50.5 0.4 0.4 0.3 0.4 1.2 1.5 1.5 1.7 1.1 0.3 0.5 0.5 0.0 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.2 1 1 0.2 0.2 0.2 0.2 0.5 0.1 0.2 0.2 0.1 0.10.1 0.1 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.5 0.5 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.3 0.2 0.20.2 0.1 0.1 0.2 0.2 0.1 0.20.2 0.20.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1

0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.00.0 0.0 0.00.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.00.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Plan View

Property Line 0.4 fc 1.5 fc 0.0 fc N/A N/A 1 Lithonia Lighting DSX0 LED P2 40K T3M MVOLT HS DSX0 LED P2 40K T3M MVOLT with houseside LED 1 DSX0_LED_P2_40K_T3M_MVOLT_HS.ies 4728 0.9 49 F3H shield

**This document contains confidential and proprietary information of KSA Lighting & Controls. This document may only be used by or for the benefit of KSA Lighting & Controls representatives and customers. FOR LIGHTING DESIGNS This lighting design is not a professional engineering drawing and is provided for informational purposes only, without warranty as to accuracy, completeness, reliability or otherwise. KSA Lighting & Controls is not responsible for specifying the lighting or illumination requirements for any specific project, including municipal or building code requirements. It is the obligation of the end-user to consult with a professional engineering advisor to determine whether this lighting design meets the applicable project requirements for lighting system performance, safety, suitability and effectiveness for use in a particular application. Field verification is recommended when calculations are based on end-user or customer-provided information. End-user environment and application (including, but not limited to, voltage variation and dirt accumulation) can cause actual field performance to differ from the calculated photometric performance represented in this lighting design. In no event will KSA Lighting & Controls be responsible for any loss resulting from any use of this lighting design. Ballast Calculation-Generic 1.2M on 6.5 x 6.5 ft NPM

Operation Date: 8-10-2005 Operator Name: Len De Groot Customer Name: 1.2M on NPM, San Diego, CA Customer Site ID: Generic Antenna Type: 1.2m Mount Type: 6.5x6.5 Latitude: 32.89 (N. Latitude) Degrees Longitude: 117.2 (W. Longitude) Degrees Exposure: B Wind Speed: 85 mph Brick Weight: 30 lbs. Result:

Total Weight: 120 lbs. Number of 30 lbs. Brick Needed: 4 Roof Live Load = 279 lbs. Roof Live Load Pressure = 6.6 lbs./ft^2

Disclaimer: These results conform to ASCE 7-02 requirements. Check with local building code authority to see if local building codes exceed ASCE 7-02 requirements.

Typical 1.2M Antenna on a 6.5 x 6.5 ft NPM 9575 West Higgins Road, Suite 400 | Rosemont, Illinois 60018 p: 847-518-9990 | f: 847-518-9987

MEMORANDUM TO: Brett Katz Aries Real Estate Acquisitions, LLC

FROM: Brendan May, PE Senior Consultant

Luay R. Aboona, PE, PTOE Principal

DATE: February 13, 2020

SUBJECT: Summary Traffic Evaluation Proposed Walgreens Pharmacy with Drive-Through Deerfield, Illinois

This memorandum presents the findings of a summary traffic evaluation prepared by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for the proposed Walgreens Pharmacy with drive- through that will occupy the second retail building within the Chick-Fil-A retail development in Deerfield, Illinois. The Chick-Fil-A development is located in the southeast corner of the intersection of Lake Cook Road with Waukegan Road and shares an access system with the NorthShore University HealthSystem medical office building. As proposed, the Walgreens Pharmacy with drive-through will occupy approximately 2,500 square feet within the planned second retail building (Retail Building B) that will be constructed as part of the previously approved Chick-Fil-A retail development. For the purposes of this evaluation, the remainder of Retail Building B was assumed to be occupied by retail space.

The purpose of this study was to examine background traffic conditions, assess the impact that the Walgreens Pharmacy with drive-through will have on the existing access system, and determine if any roadway or access improvements are necessary to accommodate traffic generated by the proposed Walgreens Pharmacy with drive-through. Figure 1 shows the site plan for the retail development, as approved. It should be noted that the Chick-Fil-A restaurant (Restaurant A) has been constructed and operational since November 2019.

KLOA, Inc. Transportation and Parking Planning Consultants

Aerial View of Retail Development Figure 1

Walgreens Pharmacy with Drive-Through Deerfield, Illinois 2 Existing Roadway Network

Waukegan Road (IL 43) is a northwest/southeast arterial that is under the jurisdiction of the Illinois Department of Transportation (IDOT). This roadway has a posted speed limit of 40 mph and provides two through lanes in each direction separated by a painted median that is used for separate left-turn lanes. At its signalized intersection with Lake-Cook Road, Waukegan Road provides dual left-turn lanes, a through lane, and a combined through/right-turn lane on both approaches. No exclusive turn lanes are provided at its unsignalized intersection with the existing right-in/right- out access drive. At its unsignalized intersection with the existing full movement access drive, Waukegan Road provides an exclusive left-turn lane and two through lanes on the southbound approach. The northbound approach provides a through lane and a combined through/right-turn lane. The full access drive is located between two traffic signals on Waukegan Road, one at Lake- Cook Road and the other at the Deerbrook Mall signalized access drive/Chestnut Road. Waukegan Road carries an Annual Average Daily Traffic (AADT) volume of 25,800 vehicles (IDOT AADT 2017) and has been designated by IDOT as a Strategic Regional Arterial (SRA).

Lake-Cook Road is an east-west major arterial with a posted speed limit of 40 mph that is under the jurisdiction of the Cook County Department of Transportation and Highways (CCDTH). At its signalized intersection with Waukegan Road, Lake-Cook Road provides an exclusive left-turn lane, two through lanes, and a combined through/right-turn lane on the eastbound approach. The westbound approach provides an exclusive left-turn lane, three through lanes, and an exclusive right-turn lane. No exclusive turn lanes are provided at its intersection with the existing right- in/right-out access drive. Lake-Cook Road carries an AADT volume of approximately 34,400 vehicles (IDOT AADT 2018).

Existing Traffic Volumes

In order to determine the existing traffic utilizing the access system serving the Chick-Fil-A retail development and NorthShore University HealthSystem medical office building, peak period traffic counts were conducted at the existing access drives during the weekday morning (7:00 A.M. to 9:00 A.M.), weekday midday (11:00 A.M. to 3:00 P.M.), and weekday evening (4:00 P.M. to 6:00 P.M.) peak periods. The results of the traffic counts indicated that the weekday morning peak hour of traffic occurs from 8:00 A.M. to 9:00 A.M., the weekday midday peak hour of traffic occurs from 12:30 P.M. to 1:30 P.M. and the weekday evening peak hour of traffic occurs from 5:00 P.M. to 6:00 P.M. These peak hours were chosen for the purposes of this evaluation as they represent the peak traffic volumes for the roadway network.

During all other time periods, the traffic along Waukegan Road and Lake Cook Road, as well as the access system, is lower. For example, during the 2:00 P.M. to 3:00 P.M hour which coincides with the peak pharmacy activity of the two closest Walgreens stores (one in Deerfield and one in Northbrook), the access system carries approximately 30 percent less trips than the weekday midday peak hour and five percent less trips during the weekday evening peak hour. Furthermore, the Waukegan Road and Lake Cook Road carries a similar volume of traffic during the weekday midday peak hour and approximately 20 percent less trips during the weekday evening peak hour. As such, for the purposes for this evaluation, only the weekday morning, weekday midday and weekday evening peak hours were analyzed. Figure 2 illustrates the existing peak hour traffic volumes.

Walgreens Pharmacy with Drive-Through Deerfield, Illinois 3 W

U CALDWELL'S R K O CORNERS E N A ] G D 8 A [

N ) 7

( NOT TO SCALE

SHELL BP GAS STATION 3 GAS STATION 2 (9) [13] 1586 (1302) [1455] LAKE COOK ROAD 1791 (1225) [1689]

39 (54) [27] ] 2 3 [

NORTHSHORE )

43 1

UNIVERSITY 2 (

HEALTHSYSTEM 4 2

RESIDENTIAL

4] [4 ) 66 ( 27

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[ 7 8 9 ]

5 0 2 2 6 7 1

( 6 ( ( ] 5 2 4 2 [2 7 0 5 ) ] ) ) 9 3 ) (3 2 [ [ [ 1 ) [ 4 7 4 8 8 (3 4 ] 1 2 4 ] 1 DEERBROOK ] MALL

4 6 3 ( 2 3 9

) ( 6 [ 6 2 4 9 ) ]

[ 7 6 6 ]

N D T A S E O

H R

L AL M K E O IV O R R D RB S EE ES D CC LEGEND A

00 - AM PEAK HOUR (8:00-9:00 AM)

(00) - MIDDAY PEAK HOUR (12:30-1:30 PM)

[00] - PM PEAK HOUR (5:00-6:00 PM)

Walgreens Pharmacy

with Drive-Through Existing Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Deerfield, Illinois Job No: 17-253 Figure: 2 Field Observations

Field observations were conducted during the weekday morning, weekday midday, weekday evening peak hours to determine the existing queueing of outbound vehicles on the existing access system. The field observations indicated the following:

• During the weekday morning peak hour, outbound queues from all three access drives onto Waukegan Road and Lake Cook Road were generally one to two vehicles with a maximum queue of two vehicles.

• During the weekday midday peak hour, outbound queues from all of the access drives onto Waukegan Road and Lake Cook Road were generally one to two vehicles. Maximum queues observed at the Lake Cook Road and Waukegan Road right-in/right-out access drives were two vehicles. The maximum queue observed at the Waukegan Road full access drive was five vehicles, however, these queues cleared the access drive within one minute.

• During the weekday evening peak hour, outbound queues onto Waukegan Road and Lake Cook Road were generally one to vehicles with a maximum queue of two vehicles observed at the right-in/right-out access drives and a maximum of three vehicles observed at the full movement access drive.

• Due to the proximity of the existing traffic signals along Waukegan Road at Lake Cook Road and at the Deerbrook Mall signalized access drive/Chestnut Road, adequate gaps were provided in the Waukegan Road traffic stream and vehicles were able to efficiently exit the full movement access drive onto Waukegan Road. Left-turning movements from the full access drive onto Waukegan Road generally did not require the need for a two- stage left-turn maneuver.

• During all three peak hours, the drive-through activity for Chick-Fil-A was contained within the constructed drive-through lanes with queues not impacting the operations of the drive-aisles serving the retail development.

Existing Retail Development Characteristics

Currently, the Chick-Fil-A retail development, in addition to the NorthShore University HealthSystem medical office building, is served via a full movement access drive and a right- in/right-out access drive off Waukegan Road (located approximately 850 and 400 feet south of Lake Cook Road, respectively) and via a right-in/right-out access drive off Lake Cook Road (located approximately 350 feet east of Waukegan Road). As previously indicated the Chick-Fil-A restaurant (Restaurant A) has been constructed and operational since November 2019.

Walgreens Pharmacy with Drive-Through Deerfield, Illinois 5 Retail Building B Traffic Generation

The estimates of traffic to be generated by the proposed Walgreen Pharmacy with Drive-Through were based on trip generation surveys conducted by KLOA, Inc. at an existing Walgreens Pharmacy in Markham, Illinois that is approximately 3,500 square-feet and has a drive-through. This location was chosen as it is a standalone pharmacy building that has similar operational characteristics to the proposed Walgreens Pharmacy with drive-through. The trip generation surveys were conducted in 15-minute periods between 6:00 A.M. and 7:00 P.M. on a weekday. The surveys also included the number of vehicles utilizing the drive-through and observations of drive-through queueing.

The results of the trip generation surveys indicated that the peak hour of trip generation for the existing location was 5:00 P.M. to 6:00 P.M. with 30 inbound trips and 30 outbound trips. It should be noted that during the 2:00 P.M. to 3:00 P.M. hour, the Markham location generated 18 inbound trips and 16 outbound trips which is approximately 45 percent less total trips than during the weekday evening peak hour. The hourly trip generation survey data, including the number of drive- through users and the 12:30 P.M. to 1:30 P.M. peak hour, is included in the Appendix.

As previously indicated, the remaining 5,500 square-feet of space within Retail Building B was assumed to be occupied by retail space. The estimates of traffic to be generated by the remainder of the building was based on trip generation rates published by the Institute of Transportation Engineers (ITE) in its 10th Edition of the Trip Generation Manual.

The total trips anticipated for the buildout of Retail Building B during the weekday morning, midday, and evening peak hours are summarized in Table 1. It should be noted that these estimated trips may be lower given the fact that while the proposed Walgreens Pharmacy with drive-through will occupy approximately 2,500 square feet of Retail Building B (which is smaller than the surveyed pharmacy in Markham) and the trip generation as surveyed was not reduced to account for the smaller building size. Furthermore, the number of trips may be reduced due to the pass-by trips generated from existing traffic on Waukegan Road and Lake Cook Road as well as the intersection between the existing and proposed uses.

Table 1 ESTIMATED SITE GENERATED PEAK HOUR TRAFFIC VOLUMES Weekday Morning Weekday Midday Weekday Evening

Peak Hour Peak Hour Peak Hour Land Use Type In Out Total In Out Total In Out Total Walgreens Pharmacy1 3 2 5 20 17 37 30 30 60 (2,500 s.f.)

Retail (5,500 s.f.)2 3 2 5 10 10 20 10 11 21

Total 6 4 10 30 27 57 40 41 81 1 – Based on trip generation surveys conducted by KLOA, Inc. 2 – Based on ITE Land-Use Code 820

Walgreens Pharmacy with Drive-Through Deerfield, Illinois 6 Total Projected Traffic Volumes

The estimated weekday morning, weekday midday and weekday evening peak hour traffic volumes that will be generated by the proposed Walgreens Pharmacy with drive-through and retail space were assigned to the street system based on existing travel patterns, as determined from the traffic counts. The site traffic assignment is illustrated in Figure 3. The existing traffic volumes were combined with the new peak hour traffic volumes generated by Retail Building B to determine the total projected traffic volumes, shown in Figure 4.

Traffic Analyses

Capacity analyses were performed for the weekday morning, weekday midday and weekday evening peak hours for the existing and total projected traffic volumes. The traffic analyses were performed using the methodologies outlined in the Transportation Research Board’s Highway Capacity Manual (HCM), 6th Edition and analyzed using Synchro/SimTraffic 10 software.

The analyses for the unsignalized intersections determine the average control delay to vehicles at an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign (includes the time required to decelerate to a stop) until its departure from the stop sign and resumption of free flow speed. The methodology analyzes each intersection approach controlled by a stop sign and considers traffic volumes on all approaches and lane characteristics.

The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter from A to F based on the average control delay experienced by vehicles passing through the intersection. The Highway Capacity Manual definitions for levels of service and the corresponding control delay for signalized intersections and unsignalized intersections are included in the Appendix of this report.

Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) for the existing and total projected conditions are presented in Tables 2 and 3. A discussion of the access system follows. Summary sheets for the capacity analyses are included in the Appendix.

As can be seen from Tables 2 and 3, with the buildout of Retail Building B, the access drives are projected to continue operating at existing levels of service C or better during the weekday morning, weekday midday and weekday evening peak hours with increases in delay of approximately one second or less. Furthermore, the 95th percentile queues for the access drives are projected to be one to two vehicles, consistent with the results of the existing capacity analyses. Therefore, it can be expected that the outbound queues as observed will continue to occur under the projected conditions. As such, the existing access system has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed Walgreens Pharmacy with drive-through and retail space and no access improvements will be required.

Walgreens Pharmacy with Drive-Through Deerfield, Illinois 7 W

U CALDWELL'S R K O CORNERS E A N G D 1 A

( N 6 ) NOT TO SCALE BP SHELL [ 8 GAS STATION GAS STATION ] 2 (9) [12] 2 (9) [12] LAKE COOK ROAD 1 (3) [4] 1 (3) [4]

1 ] 1 (6) [8]

1 2 (

1 6

( [ 8 )

) ) [ NORTHSHORE

9 8 [ 1 ] UNIVERSITY ( 2 ] HEALTHSYSTEM 1 43

4 RESIDENTIAL

( 2 1 ) ] [ [9 2 ) 8 (6 ] 1

LL A M 1

K ( O 8 O O ) BR R SITE R I- [ E R 1 E 2 D ]

4 2] ( [1 2 ) 1 (8 ] ) 1 [8 ) [ (5 2 1 8 DEERBROOK ] MALL

( 6 )

[ 8 ]

N D T A S 1 E O

( H R 5 ) C

[ 8 ]

L L 1 A M ( E 6 K ) O IV O R R D [ B 8 R S ] EE ES D CC LEGEND A

00 - AM PEAK HOUR (8:00-9:00 AM)

(00) - MIDDAY PEAK HOUR (12:30-1:30 PM)

[00] - PM PEAK HOUR (5:00-6:00 PM)

Walgreens Pharmacy Estimated Site-Generated with Drive-Through Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Deerfield, Illinois Job No: 17-253 Figure: 3 W

U CALDWELL'S R K O CORNERS E N A ] G D 8 A [

N ) 7

( NOT TO SCALE

SHELL BP GAS STATION 3 GAS STATION 2 (9) [13] 1588 (1311) [1467] LAKE COOK ROAD 1791 (1225) [1689]

40 (57) [31] ] 4 4 [

43 NORTHSHORE ) 9

UNIVERSITY 2 (

HEALTHSYSTEM 5 2

RESIDENTIAL

3] [5 ) 72 ( 28

L L 2 A M 6 2 3 K 7 ( O 1 RO O 3 SITE B R ( ) R I- 7 E R 1 [ E 0 8 D ) ]

[ 8 0 1 ]

5 0 2 6 3 1 1

( 6 ( ( 7 2 ] 2 6 8 0 [3 5 ) ) ) 1] ) 7 3 (4 [ [ [ ) [ 7 7 5 3 8 (4 2 ] 1 3 4 ] 1 DEERBROOK ] MALL

5 6 3 ( 3 3 5

) ( 6 [ 5 3 6 7 ) ]

[ 7 6 6 ]

N D T A S E O

H R

L AL M K E O IV O R R D RB S EE ES D CC LEGEND A

00 - AM PEAK HOUR (8:00-9:00 AM)

(00) - MIDDAY PEAK HOUR (12:30-1:30 PM)

[00] - PM PEAK HOUR (5:00-6:00 PM)

Walgreens Pharmacy

with Drive-Through Total Projected Traffic Volumes Kenig,Lindgren,O'Hara,Aboona,Inc. Deerfield, Illinois Job No: 17-253 Figure: 4 Table 2 CAPACITY ANALYSIS RESULTS – UNSIGNALIZED – EXISTING CONDITIONS Weekday Weekday Weekday Morning Midday Evening Peak Hour Peak Hour Peak Hour Intersection LOS Delay LOS Delay LOS Delay Waukegan Road with Full Movement Access Drive • Westbound Approach B 14.9 B 14.9 C 15.7 • Southbound Left-Turns B 10.7 B 10.5 B 10.5 Waukegan Road with Right-In/Right-Out Access Drive • Westbound Approach B 10.9 B 11.4 B 11.6 Lake Cook Road with Right-In/Right-Out Access Drive • Northbound Approach C 22.6 C 15.6 C 22.5 LOS = Level of Service Delay is measured in seconds.

Table 3 CAPACITY ANALYSIS RESULTS – UNSIGNALIZED – PROJECTED CONDITIONS Weekday Weekday Weekday Morning Midday Evening Peak Hour Peak Hour Peak Hour Intersection LOS Delay LOS Delay LOS Delay Waukegan Road with Full Movement Access Drive • Westbound Approach B 14.8 C 15.4 C 16.4 • Southbound Left-Turns B 10.6 B 10.5 B 10.5 Waukegan Road with Right-In/Right-Out Access Drive • Westbound Approach B 10.9 B 11.5 B 11.9 Lake Cook Road with Right-In/Right-Out Access Drive • Northbound Approach C 22.7 C 16.1 C 23.7 LOS = Level of Service Delay is measured in seconds.

Walgreens Pharmacy with Drive-Through Deerfield, Illinois 10 Drive-Through Stacking Evaluation

Based on a review of the site plan, the proposed drive-through serving the Walgreens Pharmacy will be located on the north side of the building. Vehicles will enter the drive-through at the northeast corner of the building and will exit the drive-through at the northwest corner of the building. The drive-through will provide stacking for a total of five vehicles from the Pharmacy window. Based on the trip generation surveys conducted at the Walgreens Pharmacy located in Markham, Illinois, the drive-through had an average stacking of two vehicles and a peak stacking of five vehicles. It should be noted that the five-vehicle queue was observed to occur once over the 13-hour period and this queue lasted for less than two minutes. As such, the proposed drive- through will be adequate in accommodating the projected drive-through activity for the proposed Walgreens Pharmacy with drive-through and will not impact the operation of the drive aisles serving the retail development. A table summarizing the 13-hour drive-through usage and stacking observations is included in the Appendix.

Conclusion

Based on the preceding summary evaluation, the following is concluded:

• The proposed Walgreens Pharmacy with drive-through will primarily be a pharmacy store and as such will be a low traffic generator.

• The traffic estimated to be generated by the Walgreens Pharmacy with drive-through and the 5,500 square-feet of retail space will be reduced since some of its traffic will be diverted from existing traffic on Waukegan Road and Lake-Cook Road (pass-by traffic) and due to multipurpose trips made to the existing and proposed uses within the site.

• The existing access system is currently adequate in accommodating the traffic generated by Chick-Fil-A and the NorthShore University HealthSystem medical office building with outbound movements experiencing minimal delays and queueing

• Under projected conditions, the access system will continue to be adequate in accommodating the traffic generated by the site with increases in delay of approximately one second or less.

• The queuing for outbound movements onto Waukegan Road and Lake Cook Road are projected to be consistent with existing conditions and will not impact the on-site circulation.

• The site has multiple ingress/egress access points that will continue to distribute traffic to Waukegan Road and Lake-Cook Road in an efficient manner without overloading a particular access drive.

• The proposed drive-through stacking for the Walgreens Pharmacy will be adequate in accommodating the anticipated demand.

Walgreens Pharmacy with Drive-Through Deerfield, Illinois 11 Appendix

Traffic Count Summary Sheets Trip Generation Surveys Level of Service Criteria Capacity Analysis Summary Sheets

Traffic Count Summary Sheets

Kenig Lindgren O'Hara Aboona, Inc. Count Name: Waukegan Road with South 9575 W. Higgins Rd., Suite 400 Access Drive Site Code: Rosemont, Illinois, United States 60018 Start Date: 02/04/2020 (847)518-9990 Page No: 1

Turning Movement Data Access Drive Waukegan Road Waukegan Road Westbound Northbound Southbound Start Time U-Turn Left Right Peds App. Total U-Turn Thru Right Peds App. Total U-Turn Left Thru Peds App. Total Int. Total 7:00 AM 0 0 0 0 0 0 69 4 0 73 4 0 99 0 103 176 7:15 AM 0 0 1 0 1 0 96 3 0 99 7 6 122 0 135 235 7:30 AM 0 0 0 0 0 0 124 1 0 125 6 3 138 0 147 272 7:45 AM 0 0 1 0 1 0 168 1 0 169 6 2 133 0 141 311 Hourly Total 0 0 2 0 2 0 457 9 0 466 23 11 492 0 526 994 8:00 AM 0 0 1 0 1 0 173 0 0 173 3 8 102 0 113 287 8:15 AM 0 3 0 0 3 0 142 1 0 143 4 4 136 0 144 290 8:30 AM 0 5 1 0 6 0 161 3 0 164 8 8 123 0 139 309 8:45 AM 0 4 2 0 6 0 157 0 0 157 6 7 145 0 158 321 Hourly Total 0 12 4 0 16 0 633 4 0 637 21 27 506 0 554 1207 *** BREAK *** ------11:00 AM 0 4 3 0 7 1 134 6 0 141 3 7 140 0 150 298 11:15 AM 0 5 1 0 6 0 133 8 0 141 4 8 153 0 165 312 11:30 AM 0 5 4 0 9 0 171 11 0 182 5 14 185 0 204 395 11:45 AM 0 8 13 0 21 0 183 6 0 189 4 15 166 0 185 395 Hourly Total 0 22 21 0 43 1 621 31 0 653 16 44 644 0 704 1400 12:00 PM 0 7 4 0 11 0 176 12 0 188 6 8 159 0 173 372 12:15 PM 0 6 8 0 14 0 151 12 0 163 5 11 133 0 149 326 12:30 PM 0 11 11 0 22 0 146 6 0 152 7 19 154 0 180 354 12:45 PM 0 7 8 0 15 0 169 8 0 177 8 16 167 0 191 383 Hourly Total 0 31 31 0 62 0 642 38 0 680 26 54 613 0 693 1435 1:00 PM 0 10 9 0 19 1 166 11 0 178 1 15 144 0 160 357 1:15 PM 0 10 11 0 21 0 175 4 0 179 4 7 160 0 171 371 1:30 PM 0 3 9 0 12 0 171 11 0 182 2 8 163 0 173 367 1:45 PM 0 8 2 0 10 0 149 3 0 152 5 13 147 0 165 327 Hourly Total 0 31 31 0 62 1 661 29 0 691 12 43 614 0 669 1422 2:00 PM 0 7 2 0 9 1 145 3 0 149 8 10 168 0 186 344 2:15 PM 0 2 4 0 6 0 164 3 0 167 4 6 165 0 175 348 2:30 PM 0 8 5 0 13 0 151 3 0 154 5 10 162 0 177 344 2:45 PM 0 4 1 1 5 0 164 5 0 169 2 6 167 0 175 349 Hourly Total 0 21 12 1 33 1 624 14 0 639 19 32 662 0 713 1385 *** BREAK *** ------4:00 PM 0 4 1 0 5 0 199 5 0 204 2 10 144 0 156 365 4:15 PM 0 9 1 0 10 1 169 7 0 177 3 6 177 0 186 373 4:30 PM 0 7 4 0 11 0 182 3 0 185 1 9 185 0 195 391 4:45 PM 0 9 2 0 11 0 181 7 0 188 2 6 172 0 180 379 Hourly Total 0 29 8 0 37 1 731 22 0 754 8 31 678 0 717 1508 5:00 PM 0 7 7 0 14 0 198 9 0 207 1 12 192 0 205 426 5:15 PM 0 4 7 0 11 0 198 9 0 207 2 11 217 0 230 448 5:30 PM 0 7 6 0 13 0 165 4 0 169 2 11 213 0 226 408 5:45 PM 0 5 4 0 9 0 205 7 0 212 2 10 192 0 204 425 Hourly Total 0 23 24 0 47 0 766 29 0 795 7 44 814 0 865 1707 Grand Total 0 169 133 1 302 4 5135 176 0 5315 132 286 5023 0 5441 11058 Approach % 0.0 56.0 44.0 - - 0.1 96.6 3.3 - - 2.4 5.3 92.3 - - - Total % 0.0 1.5 1.2 - 2.7 0.0 46.4 1.6 - 48.1 1.2 2.6 45.4 - 49.2 - Lights 0 169 132 - 301 4 4987 172 - 5163 132 283 4886 - 5301 10765 % Lights - 100.0 99.2 - 99.7 100.0 97.1 97.7 - 97.1 100.0 99.0 97.3 - 97.4 97.4 Buses 0 0 0 - 0 0 42 0 - 42 0 0 43 - 43 85 % Buses - 0.0 0.0 - 0.0 0.0 0.8 0.0 - 0.8 0.0 0.0 0.9 - 0.8 0.8 Single-Unit Trucks 0 0 1 - 1 0 93 3 - 96 0 3 76 - 79 176 % Single-Unit Trucks - 0.0 0.8 - 0.3 0.0 1.8 1.7 - 1.8 0.0 1.0 1.5 - 1.5 1.6 Articulated Trucks 0 0 0 - 0 0 13 1 - 14 0 0 18 - 18 32 % Articulated Trucks - 0.0 0.0 - 0.0 0.0 0.3 0.6 - 0.3 0.0 0.0 0.4 - 0.3 0.3 Bicycles on Road 0 0 0 - 0 0 0 0 - 0 0 0 0 - 0 0 % Bicycles on Road - 0.0 0.0 - 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 - 0.0 0.0 Pedestrians - - - 1 - - - - 0 - - - - 0 - - % Pedestrians - - - 100.0 ------Kenig Lindgren O'Hara Aboona, Inc. Count Name: Waukegan Road with South 9575 W. Higgins Rd., Suite 400 Access Drive Site Code: Rosemont, Illinois, United States 60018 Start Date: 02/04/2020 (847)518-9990 Page No: 3

Turning Movement Peak Hour Data (8:00 AM) Access Drive Waukegan Road Waukegan Road Westbound Northbound Southbound Start Time U-Turn Left Right Peds App. Total U-Turn Thru Right Peds App. Total U-Turn Left Thru Peds App. Total Int. Total 8:00 AM 0 0 1 0 1 0 173 0 0 173 3 8 102 0 113 287 8:15 AM 0 3 0 0 3 0 142 1 0 143 4 4 136 0 144 290 8:30 AM 0 5 1 0 6 0 161 3 0 164 8 8 123 0 139 309 8:45 AM 0 4 2 0 6 0 157 0 0 157 6 7 145 0 158 321 Total 0 12 4 0 16 0 633 4 0 637 21 27 506 0 554 1207 Approach % 0.0 75.0 25.0 - - 0.0 99.4 0.6 - - 3.8 4.9 91.3 - - - Total % 0.0 1.0 0.3 - 1.3 0.0 52.4 0.3 - 52.8 1.7 2.2 41.9 - 45.9 - PHF 0.000 0.600 0.500 - 0.667 0.000 0.915 0.333 - 0.921 0.656 0.844 0.872 - 0.877 0.940 Lights 0 12 3 - 15 0 608 4 - 612 21 25 469 - 515 1142 % Lights - 100.0 75.0 - 93.8 - 96.1 100.0 - 96.1 100.0 92.6 92.7 - 93.0 94.6 Buses 0 0 0 - 0 0 7 0 - 7 0 0 17 - 17 24 % Buses - 0.0 0.0 - 0.0 - 1.1 0.0 - 1.1 0.0 0.0 3.4 - 3.1 2.0 Single-Unit Trucks 0 0 1 - 1 0 17 0 - 17 0 2 17 - 19 37 % Single-Unit Trucks - 0.0 25.0 - 6.3 - 2.7 0.0 - 2.7 0.0 7.4 3.4 - 3.4 3.1 Articulated Trucks 0 0 0 - 0 0 1 0 - 1 0 0 3 - 3 4 % Articulated Trucks - 0.0 0.0 - 0.0 - 0.2 0.0 - 0.2 0.0 0.0 0.6 - 0.5 0.3 Bicycles on Road 0 0 0 - 0 0 0 0 - 0 0 0 0 - 0 0 % Bicycles on Road - 0.0 0.0 - 0.0 - 0.0 0.0 - 0.0 0.0 0.0 0.0 - 0.0 0.0 Pedestrians - - - 0 - - - - 0 - - - - 0 - - % Pedestrians ------Kenig Lindgren O'Hara Aboona, Inc. Count Name: Waukegan Road with South 9575 W. Higgins Rd., Suite 400 Access Drive Site Code: Rosemont, Illinois, United States 60018 Start Date: 02/04/2020 (847)518-9990 Page No: 4

Turning Movement Peak Hour Data (12:30 PM) Access Drive Waukegan Road Waukegan Road Westbound Northbound Southbound Start Time U-Turn Left Right Peds App. Total U-Turn Thru Right Peds App. Total U-Turn Left Thru Peds App. Total Int. Total 12:30 PM 0 11 11 0 22 0 146 6 0 152 7 19 154 0 180 354 12:45 PM 0 7 8 0 15 0 169 8 0 177 8 16 167 0 191 383 1:00 PM 0 10 9 0 19 1 166 11 0 178 1 15 144 0 160 357 1:15 PM 0 10 11 0 21 0 175 4 0 179 4 7 160 0 171 371 Total 0 38 39 0 77 1 656 29 0 686 20 57 625 0 702 1465 Approach % 0.0 49.4 50.6 - - 0.1 95.6 4.2 - - 2.8 8.1 89.0 - - - Total % 0.0 2.6 2.7 - 5.3 0.1 44.8 2.0 - 46.8 1.4 3.9 42.7 - 47.9 - PHF 0.000 0.864 0.886 - 0.875 0.250 0.937 0.659 - 0.958 0.625 0.750 0.936 - 0.919 0.956 Lights 0 38 39 - 77 1 639 29 - 669 20 57 609 - 686 1432 % Lights - 100.0 100.0 - 100.0 100.0 97.4 100.0 - 97.5 100.0 100.0 97.4 - 97.7 97.7 Buses 0 0 0 - 0 0 2 0 - 2 0 0 2 - 2 4 % Buses - 0.0 0.0 - 0.0 0.0 0.3 0.0 - 0.3 0.0 0.0 0.3 - 0.3 0.3 Single-Unit Trucks 0 0 0 - 0 0 13 0 - 13 0 0 12 - 12 25 % Single-Unit Trucks - 0.0 0.0 - 0.0 0.0 2.0 0.0 - 1.9 0.0 0.0 1.9 - 1.7 1.7 Articulated Trucks 0 0 0 - 0 0 2 0 - 2 0 0 2 - 2 4 % Articulated Trucks - 0.0 0.0 - 0.0 0.0 0.3 0.0 - 0.3 0.0 0.0 0.3 - 0.3 0.3 Bicycles on Road 0 0 0 - 0 0 0 0 - 0 0 0 0 - 0 0 % Bicycles on Road - 0.0 0.0 - 0.0 0.0 0.0 0.0 - 0.0 0.0 0.0 0.0 - 0.0 0.0 Pedestrians - - - 0 - - - - 0 - - - - 0 - - % Pedestrians ------Kenig Lindgren O'Hara Aboona, Inc. Count Name: Waukegan Road with South 9575 W. Higgins Rd., Suite 400 Access Drive Site Code: Rosemont, Illinois, United States 60018 Start Date: 02/04/2020 (847)518-9990 Page No: 6

Turning Movement Peak Hour Data (5:00 PM) Access Drive Waukegan Road Waukegan Road Westbound Northbound Southbound Start Time U-Turn Left Right Peds App. Total U-Turn Thru Right Peds App. Total U-Turn Left Thru Peds App. Total Int. Total 5:00 PM 0 7 7 0 14 0 198 9 0 207 1 12 192 0 205 426 5:15 PM 0 4 7 0 11 0 198 9 0 207 2 11 217 0 230 448 5:30 PM 0 7 6 0 13 0 165 4 0 169 2 11 213 0 226 408 5:45 PM 0 5 4 0 9 0 205 7 0 212 2 10 192 0 204 425 Total 0 23 24 0 47 0 766 29 0 795 7 44 814 0 865 1707 Approach % 0.0 48.9 51.1 - - 0.0 96.4 3.6 - - 0.8 5.1 94.1 - - - Total % 0.0 1.3 1.4 - 2.8 0.0 44.9 1.7 - 46.6 0.4 2.6 47.7 - 50.7 - PHF 0.000 0.821 0.857 - 0.839 0.000 0.934 0.806 - 0.938 0.875 0.917 0.938 - 0.940 0.953 Lights 0 23 24 - 47 0 757 29 - 786 7 44 804 - 855 1688 % Lights - 100.0 100.0 - 100.0 - 98.8 100.0 - 98.9 100.0 100.0 98.8 - 98.8 98.9 Buses 0 0 0 - 0 0 2 0 - 2 0 0 3 - 3 5 % Buses - 0.0 0.0 - 0.0 - 0.3 0.0 - 0.3 0.0 0.0 0.4 - 0.3 0.3 Single-Unit Trucks 0 0 0 - 0 0 7 0 - 7 0 0 6 - 6 13 % Single-Unit Trucks - 0.0 0.0 - 0.0 - 0.9 0.0 - 0.9 0.0 0.0 0.7 - 0.7 0.8 Articulated Trucks 0 0 0 - 0 0 0 0 - 0 0 0 1 - 1 1 % Articulated Trucks - 0.0 0.0 - 0.0 - 0.0 0.0 - 0.0 0.0 0.0 0.1 - 0.1 0.1 Bicycles on Road 0 0 0 - 0 0 0 0 - 0 0 0 0 - 0 0 % Bicycles on Road - 0.0 0.0 - 0.0 - 0.0 0.0 - 0.0 0.0 0.0 0.0 - 0.0 0.0 Pedestrians - - - 0 - - - - 0 - - - - 0 - - % Pedestrians ------Kenig Lindgren O'Hara Aboona, Inc. Count Name: Waukegan Road with North 9575 W. Higgins Rd., Suite 400 Access Drive Site Code: Rosemont, Illinois, United States 60018 Start Date: 02/04/2020 (847)518-9990 [email protected] Page No: 1

Direction (Westbound)

Lights Buses Single-Unit Trucks Articulated Trucks Bicycles on Road Total Start Time 7:00 AM 2 0 0 0 0 2 7:15 AM 5 0 0 0 0 5 7:30 AM 6 0 0 0 0 6 7:45 AM 3 0 0 0 0 3 8:00 AM 2 0 1 0 0 3 8:15 AM 7 0 0 0 0 7 8:30 AM 9 0 0 0 0 9 8:45 AM 8 0 0 0 0 8 11:00 AM 9 0 0 0 0 9 11:15 AM 15 0 0 0 0 15 11:30 AM 8 0 0 2 0 10 11:45 AM 10 0 1 0 0 11 12:00 PM 19 0 0 0 0 19 12:15 PM 22 0 0 0 0 22 12:30 PM 15 0 0 0 0 15 12:45 PM 20 0 0 0 0 20 1:00 PM 16 0 0 0 0 16 1:15 PM 15 0 0 0 0 15 1:30 PM 11 0 0 0 0 11 1:45 PM 21 0 1 0 0 22 2:00 PM 9 0 0 0 0 9 2:15 PM 19 0 0 0 0 19 2:30 PM 20 0 0 0 0 20 2:45 PM 9 0 0 0 0 9 4:00 PM 22 0 0 0 0 22 4:15 PM 13 0 0 0 0 13 4:30 PM 10 0 1 0 0 11 4:45 PM 9 0 0 0 0 9 5:00 PM 17 0 0 0 0 17 5:15 PM 7 0 0 0 0 7 5:30 PM 12 0 0 0 0 12 5:45 PM 8 0 0 0 0 8 Total 378 0 4 2 0 384 Total % 98.4 0.0 1.0 0.5 0.0 100.0 AM Times 11:00 AM 7:00 AM 7:15 AM 11:00 AM 7:00 AM 11:00 AM AM Peaks 42 0 1 2 0 45 PM Times 1:45 PM 12:00 PM 1:00 PM 12:00 PM 12:00 PM 1:45 PM PM Peaks 69 0 1 0 0 70 Kenig Lindgren O'Hara Aboona, Inc. Count Name: Waukegan Road with North 9575 W. Higgins Rd., Suite 400 Access Drive Site Code: Rosemont, Illinois, United States 60018 Start Date: 02/04/2020 (847)518-9990 [email protected] Page No: 2

Direction (Eastbound)

Lights Buses Single-Unit Trucks Articulated Trucks Bicycles on Road Total Start Time 7:00 AM 0 0 0 0 0 0 7:15 AM 4 0 0 0 0 4 7:30 AM 4 0 0 0 0 4 7:45 AM 3 0 0 0 0 3 8:00 AM 5 0 0 0 0 5 8:15 AM 5 0 0 0 0 5 8:30 AM 7 0 0 0 0 7 8:45 AM 5 0 0 0 0 5 11:00 AM 2 0 0 0 0 2 11:15 AM 4 0 0 0 0 4 11:30 AM 3 0 0 0 0 3 11:45 AM 1 0 0 0 0 1 12:00 PM 4 0 0 0 0 4 12:15 PM 1 0 0 0 0 1 12:30 PM 3 0 0 0 0 3 12:45 PM 5 0 0 0 0 5 1:00 PM 2 0 0 0 0 2 1:15 PM 2 0 1 0 0 3 1:30 PM 3 0 0 0 0 3 1:45 PM 6 0 0 0 0 6 2:00 PM 7 0 0 0 0 7 2:15 PM 9 0 0 0 0 9 2:30 PM 5 0 0 0 0 5 2:45 PM 3 0 0 0 0 3 4:00 PM 4 0 0 0 0 4 4:15 PM 2 0 0 0 0 2 4:30 PM 4 0 1 0 0 5 4:45 PM 3 0 0 0 0 3 5:00 PM 1 0 0 0 0 1 5:15 PM 3 0 0 0 0 3 5:30 PM 2 0 0 0 0 2 5:45 PM 1 0 1 0 0 2 Total 113 0 3 0 0 116 Total % 97.4 0.0 2.6 0.0 0.0 100.0 AM Times 11:00 AM 7:00 AM 7:15 AM 11:00 AM 7:00 AM 11:00 AM AM Peaks 10 0 0 0 0 10 PM Times 1:45 PM 12:00 PM 1:00 PM 12:00 PM 12:00 PM 1:45 PM PM Peaks 27 0 1 0 0 27 Kenig Lindgren O'Hara Aboona, Inc. Count Name: Lake Cook Road with Access 9575 W. Higgins Rd., Suite 400 Drive Site Code: Rosemont, Illinois, United States 60018 Start Date: 02/04/2020 (847)518-9990 Page No: 1

Turning Movement Data Lake Cook Road Lake Cook Road Access Drive Southbound Approach Eastbound Westbound Northbound Southbound Start Time App. App. Left Thru Right Peds App. U-Turn Left Thru Right Peds App. Int. Total U-Turn Left Thru Right Peds Total U-Turn Left Thru Right Peds Total U-Turn Total Total 7:00 AM 0 0 319 4 0 323 0 0 298 0 0 298 0 0 0 2 0 2 0 0 0 0 0 0 623 7:15 AM 0 0 321 9 0 330 0 0 340 1 0 341 0 0 0 1 0 1 0 0 0 1 0 1 673 7:30 AM 0 0 341 9 0 350 0 0 380 0 0 380 0 0 0 4 0 4 0 0 0 1 0 1 735 7:45 AM 0 0 370 6 0 376 0 0 440 1 0 441 0 0 0 2 0 2 0 0 0 1 1 1 820 Hourly Total 0 0 1351 28 0 1379 0 0 1458 2 0 1460 0 0 0 9 0 9 0 0 0 3 1 3 2851 8:00 AM 0 0 480 8 0 488 0 0 389 0 0 389 0 0 0 9 0 9 0 0 0 1 0 1 887 8:15 AM 0 0 410 11 0 421 0 0 448 1 0 449 0 0 0 7 0 7 0 0 0 1 0 1 878 8:30 AM 0 0 445 6 0 451 0 0 367 0 0 367 0 0 0 5 0 5 0 0 0 0 0 0 823 8:45 AM 0 0 456 14 0 470 0 0 382 1 0 383 0 0 0 3 0 3 0 0 0 1 0 1 857 Hourly Total 0 0 1791 39 0 1830 0 0 1586 2 0 1588 0 0 0 24 0 24 0 0 0 3 0 3 3445 *** BREAK *** ------11:00 AM 0 0 295 13 0 308 0 0 269 2 0 271 0 0 0 4 0 4 0 0 0 4 0 4 587 11:15 AM 0 0 277 10 0 287 0 0 271 3 0 274 0 0 0 6 0 6 0 0 0 2 0 2 569 11:30 AM 0 0 350 9 0 359 0 0 308 2 0 310 0 0 0 10 0 10 0 0 0 1 0 1 680 11:45 AM 0 0 327 15 0 342 0 0 270 0 0 270 0 0 0 6 0 6 0 0 0 3 0 3 621 Hourly Total 0 0 1249 47 0 1296 0 0 1118 7 0 1125 0 0 0 26 0 26 0 0 0 10 0 10 2457 12:00 PM 0 0 335 10 0 345 0 0 293 2 0 295 0 0 0 4 0 4 0 0 0 4 0 4 648 12:15 PM 0 0 312 22 0 334 0 0 323 4 0 327 0 0 0 3 0 3 0 0 0 0 0 0 664 12:30 PM 0 0 290 14 0 304 0 0 313 3 0 316 0 0 0 6 0 6 0 0 0 3 0 3 629 12:45 PM 0 0 296 15 0 311 0 0 345 6 0 351 0 0 0 4 0 4 0 0 0 2 0 2 668 Hourly Total 0 0 1233 61 0 1294 0 0 1274 15 0 1289 0 0 0 17 0 17 0 0 0 9 0 9 2609 1:00 PM 0 0 340 15 0 355 0 0 308 0 0 308 0 0 0 6 0 6 0 0 0 1 0 1 670 1:15 PM 0 0 299 10 0 309 0 0 336 0 0 336 0 0 0 5 0 5 0 0 0 1 0 1 651 1:30 PM 0 0 284 11 0 295 0 0 311 2 0 313 0 0 0 8 0 8 0 0 0 1 0 1 617 1:45 PM 0 0 273 8 0 281 0 0 332 2 0 334 0 0 0 7 0 7 0 0 0 3 0 3 625 Hourly Total 0 0 1196 44 0 1240 0 0 1287 4 0 1291 0 0 0 26 0 26 0 0 0 6 0 6 2563 2:00 PM 0 0 243 9 0 252 0 0 318 2 0 320 0 0 0 4 0 4 0 0 0 1 0 1 577 2:15 PM 0 0 311 8 0 319 0 0 332 3 0 335 0 0 0 6 0 6 0 0 0 1 0 1 661 2:30 PM 0 0 309 11 0 320 0 0 329 7 0 336 0 0 0 12 0 12 0 0 0 3 0 3 671 2:45 PM 0 0 298 9 0 307 0 0 342 0 0 342 0 0 0 6 0 6 0 0 0 1 0 1 656 Hourly Total 0 0 1161 37 0 1198 0 0 1321 12 0 1333 0 0 0 28 0 28 0 0 0 6 0 6 2565 *** BREAK *** ------4:00 PM 0 0 339 12 0 351 0 0 368 1 0 369 0 0 0 11 0 11 0 0 0 3 0 3 734 4:15 PM 0 0 420 10 0 430 0 0 342 2 0 344 0 0 0 8 0 8 0 0 0 0 0 0 782 4:30 PM 0 0 446 9 0 455 0 0 366 3 0 369 0 0 0 3 0 3 0 0 0 2 0 2 829 4:45 PM 0 0 415 11 0 426 0 0 335 3 0 338 0 0 0 7 0 7 0 0 0 1 0 1 772 Hourly Total 0 0 1620 42 0 1662 0 0 1411 9 0 1420 0 0 0 29 0 29 0 0 0 6 0 6 3117 5:00 PM 0 0 448 5 0 453 0 0 340 4 0 344 0 0 0 8 0 8 0 0 0 2 0 2 807 5:15 PM 0 0 435 7 0 442 0 0 400 2 0 402 0 0 0 10 0 10 0 0 0 0 1 0 854 5:30 PM 0 0 416 8 0 424 0 0 338 4 0 342 0 0 0 4 0 4 0 0 0 2 0 2 772 5:45 PM 0 0 390 7 0 397 0 0 377 3 0 380 0 0 0 10 0 10 0 0 0 4 0 4 791 Hourly Total 0 0 1689 27 0 1716 0 0 1455 13 0 1468 0 0 0 32 0 32 0 0 0 8 1 8 3224 Grand Total 0 0 11290 325 0 11615 0 0 10910 64 0 10974 0 0 0 191 0 191 0 0 0 51 2 51 22831 Approach % 0.0 0.0 97.2 2.8 - - 0.0 0.0 99.4 0.6 - - 0.0 0.0 0.0 100.0 - - 0.0 0.0 0.0 100.0 - - - Total % 0.0 0.0 49.5 1.4 - 50.9 0.0 0.0 47.8 0.3 - 48.1 0.0 0.0 0.0 0.8 - 0.8 0.0 0.0 0.0 0.2 - 0.2 - Lights 0 0 11010 325 - 11335 0 0 10622 64 - 10686 0 0 0 191 - 191 0 0 0 50 - 50 22262 % Lights - - 97.5 100.0 - 97.6 - - 97.4 100.0 - 97.4 - - - 100.0 - 100.0 - - - 98.0 - 98.0 97.5 Buses 0 0 89 0 - 89 0 0 98 0 - 98 0 0 0 0 - 0 0 0 0 0 - 0 187 % Buses - - 0.8 0.0 - 0.8 - - 0.9 0.0 - 0.9 - - - 0.0 - 0.0 - - - 0.0 - 0.0 0.8 Single-Unit Trucks 0 0 140 0 - 140 0 0 132 0 - 132 0 0 0 0 - 0 0 0 0 1 - 1 273

% Single-Unit - - 0.0 - 0.0 - - - 2.0 - 2.0 1.2 Trucks - - 1.2 0.0 - 1.2 - - 1.2 0.0 - 1.2 - Articulated Trucks 0 0 51 0 - 51 0 0 58 0 - 58 0 0 0 0 - 0 0 0 0 0 - 0 109

% Articulated - - 0.0 - 0.0 - - - 0.0 - 0.0 0.5 Trucks - - 0.5 0.0 - 0.4 - - 0.5 0.0 - 0.5 - Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

% Bicycles on - - 0.0 - 0.0 - - - 0.0 - 0.0 0.0 Road - - 0.0 0.0 - 0.0 - - 0.0 0.0 - 0.0 - Pedestrians - - - - 0 - - - - - 0 - - - - - 0 - - - - - 2 - - % Pedestrians ------100.0 - - Kenig Lindgren O'Hara Aboona, Inc. Count Name: Lake Cook Road with Access 9575 W. Higgins Rd., Suite 400 Drive Site Code: Rosemont, Illinois, United States 60018 Start Date: 02/04/2020 (847)518-9990 Page No: 3

Turning Movement Peak Hour Data (8:00 AM) Lake Cook Road Lake Cook Road Access Drive Southbound Approach Eastbound Westbound Northbound Southbound Start Time App. App. Left Thru Right Peds App. U-Turn Left Thru Right Peds App. Int. Total U-Turn Left Thru Right Peds Total U-Turn Left Thru Right Peds Total U-Turn Total Total 8:00 AM 0 0 480 8 0 488 0 0 389 0 0 389 0 0 0 9 0 9 0 0 0 1 0 1 887 8:15 AM 0 0 410 11 0 421 0 0 448 1 0 449 0 0 0 7 0 7 0 0 0 1 0 1 878 8:30 AM 0 0 445 6 0 451 0 0 367 0 0 367 0 0 0 5 0 5 0 0 0 0 0 0 823 8:45 AM 0 0 456 14 0 470 0 0 382 1 0 383 0 0 0 3 0 3 0 0 0 1 0 1 857 Total 0 0 1791 39 0 1830 0 0 1586 2 0 1588 0 0 0 24 0 24 0 0 0 3 0 3 3445 Approach % 0.0 0.0 97.9 2.1 - - 0.0 0.0 99.9 0.1 - - 0.0 0.0 0.0 100.0 - - 0.0 0.0 0.0 100.0 - - - Total % 0.0 0.0 52.0 1.1 - 53.1 0.0 0.0 46.0 0.1 - 46.1 0.0 0.0 0.0 0.7 - 0.7 0.0 0.0 0.0 0.1 - 0.1 - PHF 0.000 0.000 0.933 0.696 - 0.938 0.000 0.000 0.885 0.500 - 0.884 0.000 0.000 0.000 0.667 - 0.667 0.000 0.000 0.000 0.750 - 0.750 0.971 Lights 0 0 1729 39 - 1768 0 0 1526 2 - 1528 0 0 0 24 - 24 0 0 0 3 - 3 3323 % Lights - - 96.5 100.0 - 96.6 - - 96.2 100.0 - 96.2 - - - 100.0 - 100.0 - - - 100.0 - 100.0 96.5 Buses 0 0 24 0 - 24 0 0 33 0 - 33 0 0 0 0 - 0 0 0 0 0 - 0 57 % Buses - - 1.3 0.0 - 1.3 - - 2.1 0.0 - 2.1 - - - 0.0 - 0.0 - - - 0.0 - 0.0 1.7 Single-Unit Trucks 0 0 29 0 - 29 0 0 18 0 - 18 0 0 0 0 - 0 0 0 0 0 - 0 47

% Single-Unit 1.6 - - 1.1 0.0 - 1.1 - - - 0.0 - 0.0 - - - 0.0 - 0.0 1.4 Trucks - - 1.6 0.0 - Articulated Trucks 0 0 9 0 - 9 0 0 9 0 - 9 0 0 0 0 - 0 0 0 0 0 - 0 18

% Articulated 0.5 - - 0.6 0.0 - 0.6 - - - 0.0 - 0.0 - - - 0.0 - 0.0 0.5 Trucks - - 0.5 0.0 - Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

% Bicycles on 0.0 - - 0.0 0.0 - 0.0 - - - 0.0 - 0.0 - - - 0.0 - 0.0 0.0 Road - - 0.0 0.0 - Pedestrians - - - - 0 - - - - - 0 - - - - - 0 - - - - - 0 - - % Pedestrians ------Kenig Lindgren O'Hara Aboona, Inc. Count Name: Lake Cook Road with Access 9575 W. Higgins Rd., Suite 400 Drive Site Code: Rosemont, Illinois, United States 60018 Start Date: 02/04/2020 (847)518-9990 Page No: 4

Turning Movement Peak Hour Data (12:30 PM) Lake Cook Road Lake Cook Road Access Drive Southbound Approach Eastbound Westbound Northbound Southbound Start Time App. App. Left Thru Right Peds App. U-Turn Left Thru Right Peds App. Int. Total U-Turn Left Thru Right Peds Total U-Turn Left Thru Right Peds Total U-Turn Total Total 12:30 PM 0 0 290 14 0 304 0 0 313 3 0 316 0 0 0 6 0 6 0 0 0 3 0 3 629 12:45 PM 0 0 296 15 0 311 0 0 345 6 0 351 0 0 0 4 0 4 0 0 0 2 0 2 668 1:00 PM 0 0 340 15 0 355 0 0 308 0 0 308 0 0 0 6 0 6 0 0 0 1 0 1 670 1:15 PM 0 0 299 10 0 309 0 0 336 0 0 336 0 0 0 5 0 5 0 0 0 1 0 1 651 Total 0 0 1225 54 0 1279 0 0 1302 9 0 1311 0 0 0 21 0 21 0 0 0 7 0 7 2618 Approach % 0.0 0.0 95.8 4.2 - - 0.0 0.0 99.3 0.7 - - 0.0 0.0 0.0 100.0 - - 0.0 0.0 0.0 100.0 - - - Total % 0.0 0.0 46.8 2.1 - 48.9 0.0 0.0 49.7 0.3 - 50.1 0.0 0.0 0.0 0.8 - 0.8 0.0 0.0 0.0 0.3 - 0.3 - PHF 0.000 0.000 0.901 0.900 - 0.901 0.000 0.000 0.943 0.375 - 0.934 0.000 0.000 0.000 0.875 - 0.875 0.000 0.000 0.000 0.583 - 0.583 0.977 Lights 0 0 1192 54 - 1246 0 0 1271 9 - 1280 0 0 0 21 - 21 0 0 0 7 - 7 2554 % Lights - - 97.3 100.0 - 97.4 - - 97.6 100.0 - 97.6 - - - 100.0 - 100.0 - - - 100.0 - 100.0 97.6 Buses 0 0 4 0 - 4 0 0 2 0 - 2 0 0 0 0 - 0 0 0 0 0 - 0 6 % Buses - - 0.3 0.0 - 0.3 - - 0.2 0.0 - 0.2 - - - 0.0 - 0.0 - - - 0.0 - 0.0 0.2 Single-Unit Trucks 0 0 16 0 - 16 0 0 24 0 - 24 0 0 0 0 - 0 0 0 0 0 - 0 40

% Single-Unit 1.3 - - 1.8 0.0 - 1.8 - - - 0.0 - 0.0 - - - 0.0 - 0.0 1.5 Trucks - - 1.3 0.0 - Articulated Trucks 0 0 13 0 - 13 0 0 5 0 - 5 0 0 0 0 - 0 0 0 0 0 - 0 18

% Articulated 1.0 - - 0.4 0.0 - 0.4 - - - 0.0 - 0.0 - - - 0.0 - 0.0 0.7 Trucks - - 1.1 0.0 - Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

Turning Movement Peak Hour Data (5:00 PM) Lake Cook Road Lake Cook Road Access Drive Southbound Approach Eastbound Westbound Northbound Southbound Start Time App. App. Left Thru Right Peds App. U-Turn Left Thru Right Peds App. Int. Total U-Turn Left Thru Right Peds Total U-Turn Left Thru Right Peds Total U-Turn Total Total 5:00 PM 0 0 448 5 0 453 0 0 340 4 0 344 0 0 0 8 0 8 0 0 0 2 0 2 807 5:15 PM 0 0 435 7 0 442 0 0 400 2 0 402 0 0 0 10 0 10 0 0 0 0 1 0 854 5:30 PM 0 0 416 8 0 424 0 0 338 4 0 342 0 0 0 4 0 4 0 0 0 2 0 2 772 5:45 PM 0 0 390 7 0 397 0 0 377 3 0 380 0 0 0 10 0 10 0 0 0 4 0 4 791 Total 0 0 1689 27 0 1716 0 0 1455 13 0 1468 0 0 0 32 0 32 0 0 0 8 1 8 3224 Approach % 0.0 0.0 98.4 1.6 - - 0.0 0.0 99.1 0.9 - - 0.0 0.0 0.0 100.0 - - 0.0 0.0 0.0 100.0 - - - Total % 0.0 0.0 52.4 0.8 - 53.2 0.0 0.0 45.1 0.4 - 45.5 0.0 0.0 0.0 1.0 - 1.0 0.0 0.0 0.0 0.2 - 0.2 - PHF 0.000 0.000 0.943 0.844 - 0.947 0.000 0.000 0.909 0.813 - 0.913 0.000 0.000 0.000 0.800 - 0.800 0.000 0.000 0.000 0.500 - 0.500 0.944 Lights 0 0 1674 27 - 1701 0 0 1442 13 - 1455 0 0 0 32 - 32 0 0 0 8 - 8 3196 % Lights - - 99.1 100.0 - 99.1 - - 99.1 100.0 - 99.1 - - - 100.0 - 100.0 - - - 100.0 - 100.0 99.1 Buses 0 0 12 0 - 12 0 0 8 0 - 8 0 0 0 0 - 0 0 0 0 0 - 0 20 % Buses - - 0.7 0.0 - 0.7 - - 0.5 0.0 - 0.5 - - - 0.0 - 0.0 - - - 0.0 - 0.0 0.6 Single-Unit Trucks 0 0 1 0 - 1 0 0 3 0 - 3 0 0 0 0 - 0 0 0 0 0 - 0 4

% Single-Unit 0.1 - - 0.2 0.0 - 0.2 - - - 0.0 - 0.0 - - - 0.0 - 0.0 0.1 Trucks - - 0.1 0.0 - Articulated Trucks 0 0 2 0 - 2 0 0 2 0 - 2 0 0 0 0 - 0 0 0 0 0 - 0 4

% Articulated 0.1 - - 0.1 0.0 - 0.1 - - - 0.0 - 0.0 - - - 0.0 - 0.0 0.1 Trucks - - 0.1 0.0 - Bicycles on Road 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0 0 0 0 - 0 0

% Bicycles on 0.0 - - 0.0 0.0 - 0.0 - - - 0.0 - 0.0 - - - 0.0 - 0.0 0.0 Road - - 0.0 0.0 - Pedestrians - - - - 0 - - - - - 0 - - - - - 0 - - - - - 1 - - % Pedestrians ------100.0 - - Trip Generation Survey Results

HOURLY TRIP GENERATION SURVEYS WALGREENS PHARMACY – MARKHAM, ILLINOIS Cars Trucks Total Drive-Through Time In Out In Out In Out Vehicles Per Hour 6:00 AM 0 0 0 0 0 0 0 7:00 AM 1 0 1 1 2 1 0 8:00 AM 2 2 1 0 3 2 1 9:00 AM 13 12 2 3 15 15 4 10:00 AM 19 16 1 1 20 17 7 11:00 AM 17 17 0 0 17 17 6 12:00 PM 20 25 1 1 21 26 7 12:30 PM 20 17 0 0 20 17 8 1:00 PM 19 18 0 0 19 18 10 2:00 PM 18 16 0 0 18 16 4 3:00 PM 26 27 0 0 26 27 9 4:00 PM 23 28 0 0 23 28 13 5:00 PM 30 30 0 0 30 30 11 6:00 PM 19 22 0 0 19 22 8 Total 207 213 6 6 213 219 80 Note: Truck activity consisted of garbage trucks, package delivery vehicles and armored cash transport vehicles

HOURLY DRIVE THROUGH USAGE AND STACKING OBSERVATIONS WALGREENS PHARMACY – MARKHAM, ILLINOIS Time Period Number of Vehicles Average Queue Maximum Queue 6:00 AM - 7:00 AM 0 0 0 7:00 AM - 8:00 AM 0 0 0 8:00 AM - 9:00 AM 1 1 1 9:00 AM - 10:00 AM 4 1 2 10:00 AM - 11:00 AM 7 2 3 11:00 AM - 12:00 PM 6 2 3 12:00 PM - 1:00 PM 7 2 3 1:00 PM - 2:00 PM 10 2 4 2:00 PM - 3:00 PM 4 1 2 3:00 PM - 4:00 PM 9 2 3 4:00 PM - 5:00 PM 13 3 5 5:00 PM - 6:00 PM 11 2 4 6:00 PM - 7:00 PM 8 2 3 13-Hour Period 80 2 5 (6:00 AM - 7:00 PM)

Level of Service Criteria

LEVEL OF SERVICE CRITERIA Signalized Intersections Average Control Level of Delay Service Interpretation (seconds per vehicle) A Favorable progression. Most vehicles arrive during the

green indication and travel through the intersection ≤10

without stopping.

B Good progression, with more vehicles stopping than for >10 - 20 Level of Service A.

Individual cycle failures (i.e., one or more queued C vehicles are not able to depart as a result of insufficient capacity during the cycle) may begin to appear. Number >20 - 35 of vehicles stopping is significant, although many vehicles still pass through the intersection without stopping.

The volume-to-capacity ratio is high and either D progression is ineffective or the cycle length is too long.

Many vehicles stop and individual cycle failures are >35 - 55

noticeable.

Progression is unfavorable. The volume-to-capacity ratio is high and the cycle length is long. Individual cycle E >55 - 80 failures are frequent.

The volume-to-capacity ratio is very high, progression is F very poor, and the cycle length is long. Most cycles fail >80.0 to clear the queue. Unsignalized Intersections Level of Service Average Total Delay (SEC/VEH) A 0 - 10

B > 10 - 15

C > 15 - 25

D > 25 - 35

E > 35 - 50

F > 50 Source: Highway Capacity Manual, 2010.

Capacity Analysis Summary Sheets

HCM 6th TWSC 1: Full Access Drive 02/12/2020

Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 12 4 633 4 21 27 506 Future Vol, veh/h 12 4 633 4 21 27 506 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length 0 0 - - - 105 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 94 94 94 94 94 94 94 Heavy Vehicles, % 0 25 40077 Mvmt Flow 13 4 673 4 22 29 538

Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1046 339 0 0 678 677 0 Stage 1 675 ------Stage 2 371 ------Critical Hdwy 6.8 7.4 - - 6.4 4.24 - Critical Hdwy Stg 1 5.8 ------Critical Hdwy Stg 2 5.8 ------Follow-up Hdwy 3.5 3.55 - - 2.5 2.27 - Pot Cap-1 Maneuver 227 594 - - 541 878 - Stage 1 473 ------Stage 2 674 ------Platoon blocked, % - - - Mov Cap-1 Maneuver 210 594 - - 687 687 - Mov Cap-2 Maneuver 338 ------Stage 1 473 ------Stage 2 624 ------

Approach WB NB SB HCM Control Delay, s 14.9 0 0.9 HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 338 594 687 - HCM Lane V/C Ratio - - 0.038 0.007 0.074 - HCM Control Delay (s) - - 16.1 11.1 10.7 - HCM Lane LOS - - C B B - HCM 95th %tile Q(veh) - - 0.1 0 0.2 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Morning Peak Hour - Existing HCM 6th TWSC 2: R-I/R-O 02/12/2020

Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 27 636 22 0 554 Future Vol, veh/h 0 27 636 22 0 554 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 44007 Mvmt Flow 0 29 677 23 0 589

Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 350 0 0 - - Stage 1 ------Stage 2 ------Critical Hdwy - 6.98 ---- Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.34 ---- Pot Cap-1 Maneuver 0 640 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 640 ---- Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach WB NB SB HCM Control Delay, s 10.9 0 0 HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 640 - HCM Lane V/C Ratio - - 0.045 - HCM Control Delay (s) - - 10.9 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.1 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Morning Peak Hour - Existing HCM 6th TWSC 3: R-I/R-O & Lake-Cook Road 02/12/2020

Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 1791 39 0 1586 2 0 0 24 0 0 3 Future Vol, veh/h 0 1791 39 0 1586 2 0 0 24 0 0 3 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 30040000000 Mvmt Flow 0 1846 40 0 1635 2 0 0 25 0 0 3

Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 - - 0 - - 943 - - 819 Stage 1 ------Stage 2 ------Critical Hdwy ------7.1--7.1 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy ------3.9--3.9 Pot Cap-1 Maneuver 0 - - 0 - - 0 0 229 0 0 277 Stage 1 0 - - 0 - - 0 0 - 0 0 - Stage 2 0 - - 0 - - 0 0 - 0 0 - Platoon blocked, % - - - - Mov Cap-1 Maneuver ------229--277 Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach EB WB NB SB HCM Control Delay, s 0 0 22.6 18.1 HCM LOS C C

Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1 Capacity (veh/h) 229 ----277 HCM Lane V/C Ratio 0.108 ----0.011 HCM Control Delay (s) 22.6 ----18.1 HCM Lane LOS C ----C HCM 95th %tile Q(veh) 0.4 ----0

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Morning Peak Hour - Existing HCM 6th TWSC 1: Waukegan Road & Full Access Drive 02/13/2020

Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 38 39 656 29 20 57 625 Future Vol, veh/h 38 39 656 29 20 57 625 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length 0 0 - - - 105 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 96 96 96 96 96 96 96 Heavy Vehicles, % 0 003003 Mvmt Flow 40 41 683 30 21 59 651

Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1184 357 0 0 714 713 0 Stage 1 698 ------Stage 2 486 ------Critical Hdwy 6.8 6.9 - - 6.4 4.1 - Critical Hdwy Stg 1 5.8 ------Critical Hdwy Stg 2 5.8 ------Follow-up Hdwy 3.5 3.3 - - 2.5 2.2 - Pot Cap-1 Maneuver 185 645 - - 513 896 - Stage 1 460 ------Stage 2 590 ------Platoon blocked, % - - - Mov Cap-1 Maneuver 165 645 - - 733 733 - Mov Cap-2 Maneuver 299 ------Stage 1 460 ------Stage 2 526 ------

Approach WB NB SB HCM Control Delay, s 14.9 0 1.2 HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 299 645 733 - HCM Lane V/C Ratio - - 0.132 0.063 0.109 - HCM Control Delay (s) - - 18.9 11 10.5 - HCM Lane LOS - - C B B - HCM 95th %tile Q(veh) - - 0.5 0.2 0.4 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Midday Peak Hour - Existing HCM 6th TWSC 2: Waukegan Road & R-I/R-O 02/13/2020

Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 66 702 13 0 702 Future Vol, veh/h 0 66 702 13 0 702 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 0 3 18 0 3 Mvmt Flow 0 69 731 14 0 731

Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 373 0 0 - - Stage 1 ------Stage 2 ------Critical Hdwy - 6.9 ---- Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.3 ---- Pot Cap-1 Maneuver 0 630 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 630 ---- Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach WB NB SB HCM Control Delay, s 11.4 0 0 HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 630 - HCM Lane V/C Ratio - - 0.109 - HCM Control Delay (s) - - 11.4 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.4 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Midday Peak Hour - Existing HCM 6th TWSC 3: R-I/R-O & Lake-Cook Road 02/13/2020

Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 1225 54 0 1302 9 0 0 21 0 0 7 Future Vol, veh/h 0 1225 54 0 1302 9 0 0 21 0 0 7 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 0 30020000000 Mvmt Flow 0 1250 55 0 1329 9 0 0 21 0 0 7

Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 - - 0 - - 653 - - 669 Stage 1 ------Stage 2 ------Critical Hdwy ------7.1--7.1 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy ------3.9--3.9 Pot Cap-1 Maneuver 0 - - 0 - - 0 0 355 0 0 347 Stage 1 0 - - 0 - - 0 0 - 0 0 - Stage 2 0 - - 0 - - 0 0 - 0 0 - Platoon blocked, % - - - - Mov Cap-1 Maneuver ------355--347 Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach EB WB NB SB HCM Control Delay, s 0 0 15.8 15.6 HCM LOS C C

Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1 Capacity (veh/h) 355 ----347 HCM Lane V/C Ratio 0.06 ----0.021 HCM Control Delay (s) 15.8 ----15.6 HCM Lane LOS C ----C HCM 95th %tile Q(veh) 0.2 ----0.1

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Midday Peak Hour - Existing HCM 6th TWSC 1: Waukegan Road & Full Access Drive 02/13/2020

Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 23 24 766 29 7 44 814 Future Vol, veh/h 23 24 766 29 7 44 814 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length 0 0 - - - 105 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 95 95 95 95 95 95 95 Heavy Vehicles, % 0 010001 Mvmt Flow 24 25 806 31 7 46 857

Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1357 419 0 0 837 837 0 Stage 1 822 ------Stage 2 535 ------Critical Hdwy 6.8 6.9 - - 6.4 4.1 - Critical Hdwy Stg 1 5.8 ------Critical Hdwy Stg 2 5.8 ------Follow-up Hdwy 3.5 3.3 - - 2.5 2.2 - Pot Cap-1 Maneuver 143 589 - - 429 806 - Stage 1 397 ------Stage 2 557 ------Platoon blocked, % - - - Mov Cap-1 Maneuver 132 589 - - 712 712 - Mov Cap-2 Maneuver 263 ------Stage 1 397 ------Stage 2 515 ------

Approach WB NB SB HCM Control Delay, s 15.7 0 0.6 HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 263 589 712 - HCM Lane V/C Ratio - - 0.092 0.043 0.075 - HCM Control Delay (s) - - 20.1 11.4 10.5 - HCM Lane LOS - - C B B - HCM 95th %tile Q(veh) - - 0.3 0.1 0.2 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Evening Peak Hour - Existing HCM 6th TWSC 2: Waukegan Road & R-I/R-O 02/13/2020

Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 44 789 8 0 865 Future Vol, veh/h 0 44 789 8 0 865 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 1 13 0 1 Mvmt Flow 0 46 831 8 0 911

Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 420 0 0 - - Stage 1 ------Stage 2 ------Critical Hdwy - 6.9 ---- Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.3 ---- Pot Cap-1 Maneuver 0 588 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 588 ---- Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach WB NB SB HCM Control Delay, s 11.6 0 0 HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 588 - HCM Lane V/C Ratio - - 0.079 - HCM Control Delay (s) - - 11.6 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.3 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Evening Peak Hour - Existing HCM 6th TWSC 3: R-I/R-O & Lake-Cook Road 02/13/2020

Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 1689 27 0 1455 13 0 0 32 0 0 8 Future Vol, veh/h 0 1689 27 0 1455 13 0 0 32 0 0 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 10010000000 Mvmt Flow 0 1797 29 0 1548 14 0 0 34 0 0 9

Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 - - 0 - - 913 - - 781 Stage 1 ------Stage 2 ------Critical Hdwy ------7.1--7.1 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy ------3.9--3.9 Pot Cap-1 Maneuver 0 - - 0 - - 0 0 240 0 0 293 Stage 1 0 - - 0 - - 0 0 - 0 0 - Stage 2 0 - - 0 - - 0 0 - 0 0 - Platoon blocked, % - - - - Mov Cap-1 Maneuver ------240--293 Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach EB WB NB SB HCM Control Delay, s 0 0 22.5 17.7 HCM LOS C C

Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1 Capacity (veh/h) 240 ----293 HCM Lane V/C Ratio 0.142 ----0.029 HCM Control Delay (s) 22.5 ----17.7 HCM Lane LOS C ----C HCM 95th %tile Q(veh) 0.5 ----0.1

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Evening Peak Hour - Existing HCM 6th TWSC 1: Full Access Drive 02/12/2020

Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 13 5 633 5 21 31 506 Future Vol, veh/h 13 5 633 5 21 31 506 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length 0 0 - - - 105 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 94 94 94 94 94 94 94 Heavy Vehicles, % 0 25 40077 Mvmt Flow 14 5 673 5 22 33 538

Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1055 339 0 0 679 678 0 Stage 1 676 ------Stage 2 379 ------Critical Hdwy 6.8 7.4 - - 6.4 4.24 - Critical Hdwy Stg 1 5.8 ------Critical Hdwy Stg 2 5.8 ------Follow-up Hdwy 3.5 3.55 - - 2.5 2.27 - Pot Cap-1 Maneuver 224 594 - - 540 877 - Stage 1 472 ------Stage 2 668 ------Platoon blocked, % - - - Mov Cap-1 Maneuver 206 594 - - 697 697 - Mov Cap-2 Maneuver 335 ------Stage 1 472 ------Stage 2 615 ------

Approach WB NB SB HCM Control Delay, s 14.8 0 1 HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 335 594 697 - HCM Lane V/C Ratio - - 0.041 0.009 0.079 - HCM Control Delay (s) - - 16.2 11.1 10.6 - HCM Lane LOS - - C B B - HCM 95th %tile Q(veh) - - 0.1 0 0.3 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Morning Peak Hour - Projected HCM 6th TWSC 2: R-I/R-O 02/12/2020

Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 28 637 22 0 558 Future Vol, veh/h 0 28 637 22 0 558 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 44007 Mvmt Flow 0 30 678 23 0 594

Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 351 0 0 - - Stage 1 ------Stage 2 ------Critical Hdwy - 6.98 ---- Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.34 ---- Pot Cap-1 Maneuver 0 639 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 639 ---- Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach WB NB SB HCM Control Delay, s 10.9 0 0 HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 639 - HCM Lane V/C Ratio - - 0.047 - HCM Control Delay (s) - - 10.9 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.1 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Morning Peak Hour - Projected HCM 6th TWSC 3: R-I/R-O & Lake-Cook Road 02/12/2020

Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 1791 40 0 1588 2 0 0 25 0 0 3 Future Vol, veh/h 0 1791 40 0 1588 2 0 0 25 0 0 3 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 30040000000 Mvmt Flow 0 1846 41 0 1637 2 0 0 26 0 0 3

Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 - - 0 - - 944 - - 820 Stage 1 ------Stage 2 ------Critical Hdwy ------7.1--7.1 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy ------3.9--3.9 Pot Cap-1 Maneuver 0 - - 0 - - 0 0 229 0 0 276 Stage 1 0 - - 0 - - 0 0 - 0 0 - Stage 2 0 - - 0 - - 0 0 - 0 0 - Platoon blocked, % - - - - Mov Cap-1 Maneuver ------229--276 Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach EB WB NB SB HCM Control Delay, s 0 0 22.7 18.2 HCM LOS C C

Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1 Capacity (veh/h) 229 ----276 HCM Lane V/C Ratio 0.113 ----0.011 HCM Control Delay (s) 22.7 ----18.2 HCM Lane LOS C ----C HCM 95th %tile Q(veh) 0.4 ----0

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Morning Peak Hour - Projected HCM 6th TWSC 1: Waukegan Road & Full Access Drive 02/13/2020

Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 43 47 656 35 20 78 625 Future Vol, veh/h 43 47 656 35 20 78 625 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length 0 0 - - - 105 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 96 96 96 96 96 96 96 Heavy Vehicles, % 0 003003 Mvmt Flow 45 49 683 36 21 81 651

Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1231 360 0 0 720 719 0 Stage 1 701 ------Stage 2 530 ------Critical Hdwy 6.8 6.9 - - 6.4 4.1 - Critical Hdwy Stg 1 5.8 ------Critical Hdwy Stg 2 5.8 ------Follow-up Hdwy 3.5 3.3 - - 2.5 2.2 - Pot Cap-1 Maneuver 172 642 - - 509 892 - Stage 1 459 ------Stage 2 560 ------Platoon blocked, % - - - Mov Cap-1 Maneuver 149 642 - - 755 755 - Mov Cap-2 Maneuver 283 ------Stage 1 459 ------Stage 2 484 ------

Approach WB NB SB HCM Control Delay, s 15.4 0 1.4 HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 283 642 755 - HCM Lane V/C Ratio - - 0.158 0.076 0.135 - HCM Control Delay (s) - - 20.1 11.1 10.5 - HCM Lane LOS - - C B B - HCM 95th %tile Q(veh) - - 0.6 0.2 0.5 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Midday Peak Hour - Projected HCM 6th TWSC 2: Waukegan Road & R-I/R-O 02/13/2020

Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 72 710 13 0 723 Future Vol, veh/h 0 72 710 13 0 723 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 0 3 18 0 3 Mvmt Flow 0 75 740 14 0 753

Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 377 0 0 - - Stage 1 ------Stage 2 ------Critical Hdwy - 6.9 ---- Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.3 ---- Pot Cap-1 Maneuver 0 626 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 626 ---- Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach WB NB SB HCM Control Delay, s 11.5 0 0 HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 626 - HCM Lane V/C Ratio - - 0.12 - HCM Control Delay (s) - - 11.5 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.4 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Midday Peak Hour - Projected HCM 6th TWSC 3: R-I/R-O & Lake-Cook Road 02/13/2020

Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 1225 57 0 1311 9 0 0 29 0 0 7 Future Vol, veh/h 0 1225 57 0 1311 9 0 0 29 0 0 7 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 98 98 98 98 98 98 98 98 98 98 98 98 Heavy Vehicles, % 0 30020000000 Mvmt Flow 0 1250 58 0 1338 9 0 0 30 0 0 7

Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 - - 0 - - 654 - - 674 Stage 1 ------Stage 2 ------Critical Hdwy ------7.1--7.1 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy ------3.9--3.9 Pot Cap-1 Maneuver 0 - - 0 - - 0 0 355 0 0 344 Stage 1 0 - - 0 - - 0 0 - 0 0 - Stage 2 0 - - 0 - - 0 0 - 0 0 - Platoon blocked, % - - - - Mov Cap-1 Maneuver ------355--344 Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach EB WB NB SB HCM Control Delay, s 0 0 16.1 15.7 HCM LOS C C

Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1 Capacity (veh/h) 355 ----344 HCM Lane V/C Ratio 0.083 ----0.021 HCM Control Delay (s) 16.1 ----15.7 HCM Lane LOS C ----C HCM 95th %tile Q(veh) 0.3 ----0.1

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Midday Peak Hour - Projected HCM 6th TWSC 1: Waukegan Road & Full Access Drive 02/13/2020

Intersection Int Delay, s/veh 1.1 Movement WBL WBR NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 31 36 766 37 7 72 814 Future Vol, veh/h 31 36 766 37 7 72 814 Conflicting Peds, #/hr 0 000000 Sign Control Stop Stop Free Free Free Free Free RT Channelized - None - None - - None Storage Length 0 0 - - - 105 - Veh in Median Storage, # 1 - 0 - - - 0 Grade, % 0 - 0 - - - 0 Peak Hour Factor 95 95 95 95 95 95 95 Heavy Vehicles, % 0 010001 Mvmt Flow 33 38 806 39 7 76 857

Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1421 423 0 0 845 845 0 Stage 1 826 ------Stage 2 595 ------Critical Hdwy 6.8 6.9 - - 6.4 4.1 - Critical Hdwy Stg 1 5.8 ------Critical Hdwy Stg 2 5.8 ------Follow-up Hdwy 3.5 3.3 - - 2.5 2.2 - Pot Cap-1 Maneuver 130 585 - - 424 800 - Stage 1 395 ------Stage 2 519 ------Platoon blocked, % - - - Mov Cap-1 Maneuver 115 585 - - 734 734 - Mov Cap-2 Maneuver 246 ------Stage 1 395 ------Stage 2 460 ------

Approach WB NB SB HCM Control Delay, s 16.4 0 0.9 HCM LOS C

Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 246 585 734 - HCM Lane V/C Ratio - - 0.133 0.065 0.113 - HCM Control Delay (s) - - 21.9 11.6 10.5 - HCM Lane LOS - - C B B - HCM 95th %tile Q(veh) - - 0.5 0.2 0.4 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Evening Peak Hour - Projected HCM 6th TWSC 2: Waukegan Road & R-I/R-O 02/13/2020

Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 55 801 8 0 893 Future Vol, veh/h 0 55 801 8 0 893 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 ---- Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 1 13 0 1 Mvmt Flow 0 58 843 8 0 940

Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 426 0 0 - - Stage 1 ------Stage 2 ------Critical Hdwy - 6.9 ---- Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy - 3.3 ---- Pot Cap-1 Maneuver 0 582 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 582 ---- Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach WB NB SB HCM Control Delay, s 11.9 0 0 HCM LOS B

Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 582 - HCM Lane V/C Ratio - - 0.099 - HCM Control Delay (s) - - 11.9 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0.3 -

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Evening Peak Hour - Projected HCM 6th TWSC 3: R-I/R-O & Lake-Cook Road 02/13/2020

Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 1689 31 0 1467 13 0 0 44 0 0 8 Future Vol, veh/h 0 1689 31 0 1467 13 0 0 44 0 0 8 Conflicting Peds, #/hr 0 00000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length ------0--0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 10010000000 Mvmt Flow 0 1797 33 0 1561 14 0 0 47 0 0 9

Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All - 0 0 - - 0 - - 915 - - 788 Stage 1 ------Stage 2 ------Critical Hdwy ------7.1--7.1 Critical Hdwy Stg 1 ------Critical Hdwy Stg 2 ------Follow-up Hdwy ------3.9--3.9 Pot Cap-1 Maneuver 0 - - 0 - - 0 0 239 0 0 290 Stage 1 0 - - 0 - - 0 0 - 0 0 - Stage 2 0 - - 0 - - 0 0 - 0 0 - Platoon blocked, % - - - - Mov Cap-1 Maneuver ------239--290 Mov Cap-2 Maneuver ------Stage 1 ------Stage 2 ------

Approach EB WB NB SB HCM Control Delay, s 0 0 23.7 17.8 HCM LOS C C

Minor Lane/Major Mvmt NBLn1 EBT EBR WBT WBR SBLn1 Capacity (veh/h) 239 ----290 HCM Lane V/C Ratio 0.196 ----0.029 HCM Control Delay (s) 23.7 ----17.8 HCM Lane LOS C ----C HCM 95th %tile Q(veh) 0.7 ----0.1

17-253 - Walgreens Pharmacy - Deerfield Synchro 10 Report Weekday Evening Peak Hour - Projected