The Clove Plan Set - BOT June 20, 2022 by BuffaloGrove

PROJECT SUMMARY

PUD SUBMITTAL

PROJECT SUMMARY THE CLOVE BUFFALO GROVE, IL

Overview IMKD 5, LLC (Kensington) has entered into a contract to purchase and redevelop the 20+ acre Town Center Development located at the northwest corner of Lake Cook Road and McHenry Road. The property is located along the Lake Cook Corridor which is seen as the commercial thoroughfare in the Village of Buffalo Grove. Presently the Corridor is lacking a true “destination” for the community and consumers. The existing Town Center Shopping Center situated on the development parcel is underutilized and contains several vacant storefronts. Kensington’s goal is to a provide a high quality redevelopment of the shopping center that will bene t the Village and the residents by creating job opportunities, serve further development of adjacent areas, strengthen the commercial sector of the Village and enhance the tax base of the Village. The program for this redevelopment includes a retail anchor grocery store, restaurant dining options as well as a mixed-use offering. In addition to the retail center, the redevelopment includes multifamily apartments and space for a public park. North of Old Checker Road, the existing multi-tenant building and Bowlero will continue to provide retail and entertainment options and will bene t from the new traffic to the development. The opportunity to create a multi-use hub is seen as a vehicle to drive traffic both during the daytime and evenings. We imagine this to be a place where residents and guests ock to shop and be entertained and we feel the proposed program addresses the communities’ priorities outlined in both the Lake Cook Corridor Market Study and Plan along as well as the Village’s Comprehensive Plan.

PUD SUBMITTAL

PROJECT SUMMARY THE CLOVE BUFFALO GROVE, IL

Vision Our proposed vision for the redevelopment is to create a one of a kind, eye catching retail mixed use center which will create interest and compliment the surrounding developments. Our goal is to make a new statement along the Lake Cook Corridor by utilizing architectural features that will announce the property from the adjacent roadways while dining plazas and green spaces will attract patrons to the property. Bene ting from the high-end mid-rise apartments, the project will convey a sense of density unlike most along the thoroughfare. The core of the project will be the park at is center which is anked on the north, south and west sides by future dining and retail options. Outdoor seating areas, lush landscaping and inviting destinations will be used to create much needed ambiance. The concept for the architectural design blends a pallet of materials including masonry, concrete, wood, steel, glass and metal panels. The key to the success of the design lies in its composition – juxtaposing materials against one another to create dynamic storefront and building facades.

PUD SUBMITTAL

PROJECT SUMMARY THE CLOVE BUFFALO GROVE, IL

Overall Rendered Plan

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

Post Office Rotary Village Green

O L A F F U B

D A O R E V O R G

Deerfield’s OL DC HE CK ER RO AD

O 17

Walgreens

Amenities Area

Restaurant Space

Res. Lobby

Retail Space

OLD CHECKER ROAD

AD RO OK CO KE LA

F 26

34 32

J 32

H E

2 49

D A O R Y R N E H C M

D 35

3 8 E T U RO

NOTES A

NEW MIXED-USE DEVELOPMENT

Northwest Community Healthcare

EXISTING BOWLERO

C Jewel-Osco

D E

EXISTING COMMERCIAL BUILDING • ~22,600 SF Ground-Floor Retail • ~11,400 SF Second Story Office/Services

EXISTING RESTAURANT

GROCER

SHARED PARKING LOT

• ~0.85 Acre Open Space • Amenities Shown for Reference Only

ENHANCED RETENTION PONDS

1-STORY COMMERCIAL USE

PARKING LOT SCREENING

• Updated Circulation / Connectivity • 65 On-Street Parking Spaces

H VILLAGE GREEN

1-STORY COMMERCIAL USES • ~6,150 SF Building Footprint

1-STORY COMMERCIAL USES

7-Story Building with 4-Story Parking Deck 16,200 SF Ground-floor Retail/Dining Space 297 Residential Units (Floors 1–7) 558 Dedicated Parking Spaces for Residential & Ground-Floor Retail (1.87/unit)

G NEW VILLAGE ‘MAIN STREET’

NEW DRIVE-THRU RESTAURANT • Chick-Fil-A (5,400 Square Feet)

NEW DRIVE-THRU RESTAURANT

• • • •

• 54,000 Square Feet

• Boston Market to remain (3,000 SF)

• ~4,200 SF Building Footprint

• Guzman & Gomez (3,000 SF) • Burger King to remain (3,000 SF) • Drive-Thru Lane • 43,000 Square Feet • 196 Parking Spaces • Naturalized Landscape Edging • Shrubs, Grasses, and Perennials

THE CLOVE

MASTER PLAN CONCEPT - FULL SITE BUFFALO GROVE,ILLINOIS

43’

85’

170’

NORTH

KENSINGTON DEVELOPMENT PARTNERS

APRIL 29, 2022

Rendered Perspectives – Looking Southwest from restaurant’s outdoor dining

Rendered Perspectives – Looking Southwest from Route 83 & Old Checker Road

Aerial View of

Final Plat of Subdivision

PUD SUBMITTAL

PUD APPLICATION AND SUBMITTAL THE CLOVE BUFFALO GROVE, IL

DEVELOPMENT PLANS-RETAIL Site Plan

PUD SUBMITTAL

DEVELOPMENT PLANS-RETAIL THE CLOVE BUFFALO GROVE, IL

MATCHLINE SEE THIS SHEET FOR CONTINUATION

N25° 58' 54"E 62.13'

S04° 43' 20"E

4"W N06° 35' 4

EXISTING RETAIL TO REMAIN LOT 9

151.30'

333.60'

2 STORY BRICK BUILDING

N04° 01' 06"W

' 16"E

EXISTING RESTAURANT TO REMAIN

155.91'

63.10' S85° 58' 54"W

MATCHLINE SEE THIS SHEET FOR CONTINUATION

312.36'

S09° 16

S04° 01' 06"E 67.10'

LOT 4

138.55'

67.10' N04° 01' 06"W

PROPOSED MIXED USE

5.14' ' 44"E N80° 43 86.11'

LOT 3 S80° 43' 44"W 5.00'

' 16"E

S09° 16 125.00'

N01° 03' 14"W

TE 83 AD) RY RO ED (McHENRE DEDICAT . OFO .O.W HERET LE WIDTH R VARIAB

295.83'

N21° 49' 45"W 72.15'

' 29"E S09° 16 138.23'

132.11' ' 17"W N07° 59

N00° 34' 45"E 23.72'

IS ROU

' 29"E

' 43"E N82° 00 84.71'

EXISTING RESTAURANT TO REMAIN

S09° 16

K ETBAC KING S

ETBAC

PROPOSED GROCER 43,365 SF

ILLINO

20' PAR

DING S

35' BUIL

427.88'

LOT 2

N80° 43' 44"E 11.00'

88.02' S85° 58' 40"W

S86° 26' 20"W

202.59' "W

A=19.17' R=1498.91' CB=S09°38'28"E

.83' 159

N11°

.5 9 ' A =149

' 20

° 39 S69

87.6 9'

1' 215.7

13' 04

R=14

S13°

"W 56' 32

LOT 1

N80° 3

0' 23"W

183.88

K ING AC ILD U TB B E ' S 5 3 ING RK PA ' 0 2

N01° 19' 44"E 23.30'

7' 159.8

T SE

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

PROPOSED RESTAURANT

453.55'

ILLINOIS

S09° 16' 16"E 48.27'

LOT 7

N85° 58' 54"E 63.10'

N89° 35' 41"E

N89° 41' 29"E

BUFFALO GROVE

PARK PROGRAMMING BY OTHERS LOT 5

DRAWN BY:

S80° 43' 44"W 8.97'

MV/TK

S00° 15' 59"E 15.13'

THE CLOVE

63.25' S89° 44' 01"W 50.00' S89° 44' 01"W N00° 15' 59"W 12.00'

MOBILE GENERATOR

N00° 15' 59"W 19.00'

215.41'

PROPOSED RETAIL 4,210 SF

OVERALL LAYOUT PLAN

67.42'

147.99'

S89° 44' 01"W

DESCRIPTION

A=22.04' R=77.00' CB=N82°04'08"W

A=30.58' R=210.00' N00° 15' 59"W 42.71'

243.32'

TBACK

R=425.00'

426.01'

A=119.00'

TBACK

13.76'

ORIGINAL ISSUE DATE: APRIL 21, 2022

11.10'

ING SE

K 20' PAR

N52° 51' 30"E

EXISTING RETAIL TO REMAIN (ENTERTAINMENT)

LOT 6

ING SE

S39° 36' 19"E

65.00' S89° 44' 01"W 201.50' S00° 15' 59"E 19.00'

30.95'

A=28.99' R=125.49' CB=N47°20'41"E

LOT 8

S89° 44' 01"W

PROPOSED PARKING DECK

PROJECT NO.:

N38° 26' 06"E

N89° 44' 01"E

N06° 34' 55"W 70.43'

12.00'

D TE ICA .W. D E R.O ED OR IDTH F TO LE W RE HE RIAB VA

41'

N53° 51' 25"W

N04° 01' 06"W 74.98' (74.97') N24° 41' 02"E 42.14'

29.

A=74.99' R=375.00' CB=N30°24'49"E

PROPOSED RETAIL 6,167 SF

D 35' BUIL

N06° 34' 55"W 43.45' N89° 44' 01"E 34.21'

S06° 34' 55"E 45.00' N89° 44' 01"E 40.17' S00° 15' 59"E 8.00' N89° 44' 01"E 14.60' S84° 33' 21"E 29.55' N00° 15' 59"W 10.94'

N2 4° 41 82. ' 02"E 00'

N83° 25' 05"E 14.00'

N47° 13' 38"W 35.42'

11.52'

A=22.80' R=150.00' CB=N29°02'17"E

3 TE 8

S56° 37' 28"E

9 S5

' 19

785.34'

A=29.86' R=97.00' CB=N42°11'34"E

3.2 14

N88° 58' 54"E 7.84'

NO. DATE

ROAD

LOT 11

' W 00 16" . 0 ' 4 8 °0 0 S5

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

OLD CHECKER

0°

REVISIONS

487.58'

TE 83

A=24.01' R=25.00' CB=N23°29'45"E

N85° 58' 54"E

' 29"E

25.03'

9.00' 16.03'

N04° 01' 06"W

EXISTING RETAIL TO REMAIN

6 '1

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID E TO HER RIABLE VA

17.00'

IS ROU ILLINO

S85° 58' 54"W

A=34.38' R=40.00' CB=S74°45'31"W

S09° 16

16.97'

LOT 10 COMMERCIAL WITH DRIVE-THRU

20360

312.36'

N49° 01' 06"W

6 4.

PROJECT MANAGER: NO.

DRIVE THRU

N04° 01' 06"W

A=68.52' R=1093.04' CB=S27°40'04"E

4 ' AD 47.2RO 3 2 R= OK

O ' 1.86 KE C 3 2 LA A= A=83.81' R=2356.83' CB=S66°41'02"W

DRAWING NO. GRAPHIC SCALE

C3.0

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.0 OvSite20360 S03.dwg

5/9/2022

MATCHLINE SEE SEE C3.1 FOR CONTINUATION

50 .

A=22.80' R=150.00' CB=N29°02'17"E

28'

N2 4° 41 82. ' 02"E 00'

64.

15'

PROPOSED RETAIL 6,167 SF

N04° 01' 06"W 74.98' (74.97')

PROPOSED PARKING DECK

9' TYP.

30.95'

PROJECT NO.:

N24° 41' 02"E 42.14'

12.00'

N38° 26' 06"E

18.5'

N53° 51' 25"W

25.1'

25'

FOUND IRON PIPE AT CORNER

A=74.99' R=375.00' CB=N30°24'49"E

32.7'

11.52'

15'

S56° 37' 28"E

LOT 6 24'

A=28.99' R=125.49' CB=N47°20'41"E

6 24.5'

18.5'

11.10' 6

R=210.00'

41.9'

A=22.04' R=77.00' CB=N82°04'08"W

FOUND IRON PIPE 0.09' W.

A=30.58'

18.5'

1 44.1'

N00° 15' 59"W 42.71' 65.00' S89° 44' 01"W

PROPOSED RETAIL 4,210 SF

63.25' S89° 44' 01"W

215.41'

25'

S89° 44' 01"W

N00° 15' 59"W 19.00'

50.00' S89° 44' 01"W

67.42'

147.99'

426.01'

243.32'

ETBAC

N89° 44' 01"E

R=425.00'

24'

A=119.00'

KING S

13.76'

SETBA

N52° 51' 30"E

20' PAR

10'

36'

19.5'

18.5'

LDING 35' BUI

24.5' 19'

S39° 36' 19"E

DESCRIPTION

ORIGINAL ISSUE DATE: APRIL 21, 2022

785.34'

A=29.86' R=97.00' CB=N42°11'34"E

44.2'

N00° 15' 59"W 12.00' 15.8'

24'

19.5'

10'

S00° 15' 59"E 15.13'

S80° 43' 44"W 8.97'

PARK PROGRAMMING BY OTHERS LOT 5

62.8'

2. ALL PROPOSED ON-SITE STRIPING SHALL BE PAINTED YELLOW UNLESS OTHERWISE NOTED. 3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED. 4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESS OTHERWISE NOTED.

14 1

18.5'

151.30'

333.60'

24'

25'

1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.

S04° 43' 20"E

4 N06° 35' 4

LOT 7

S09° 16' 16"E 48.27'

NOTES:

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

FOUND IRON PIPE 0.08 S. & 0.63' E.

OAD

ILLINOIS

R OLD CHECKER

16.03'

A=24.01' R=25.00' CB=N23°29'45"E

487.58'

BUFFALO GROVE

9.00'

N85° 58' 54"E

DRAWN BY:

25.03'

' 29"E S09° 16

N04° 01' 06"W

MV/TK

25'

17.00'

66.7'

60.3'

12 S85° 58' 54"W

THE CLOVE

3' 12.5' 10.5'

16.97'

EXISTING RETAIL TO REMAIN

NO. DATE

N49° 01' 06"W

54.8'

TE 83 IS ROU ILLINO

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

18.5'

30.5'

PROPOSED MONUMENT SIGN LOCATION

REVISIONS

BUILDING HEIGHT 20.9'

MAINTENANCE AS NECESSARY

PROJECT MANAGER: NO.

LOT 10 COMMERCIAL WITH DRIVE-THRU

CONCRETE SIDEWALK

LAYOUT PLAN - AREA 2

18.5'

312.36'

5.2' 43.4' 14.6'

3' 12.5' 10.5'

ASPHALT RESURFACING OR FULL DEPTH PAVEMENT AS NECESSARY

25'

8' 8' 8'

20360

24.5'

DRIVE THRU

N04° 01' 06"W

PAVING LEGEND

9' TYP.

1 10

5.14'

18.5'

' 44"E N80° 43 86.11'

N85° 58' 54"E 63.10'

EXISTING

GRAPHIC SCALE S04° 01' 06"

N04° 01' 0

MATCHLINE SEE SEE C3.3 FOR CONTINUATION

DRAWING NO.

C3.2

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.1 Site20360 S03.dwg

5/9/2022

DEVELOPMENT PLANS-RETAIL Preliminary Engineering

PUD SUBMITTAL

DEVELOPMENT PLANS-RETAIL THE CLOVE BUFFALO GROVE, IL

DESCRIPTION

PRELIMINARY ENGINEERING PLANS FOR

NO SCALE

PROJECT LOCATION

SUPPORTING DOCUMENTS 4 SHEETS

BD DRAWN BY:

MV/TK

ALTA, TOPOGRAPHIC, & TREE SURVEY

BENCHMARKS SOURCE: STATION DESIGNATION: AJ3076 ESTABLISHED BY: SECI DATE: 07/25/2000

STATION DESIGNATION: SBM#1 ESTABLISHED BY: V3 COMPANIES DATE: 11-20-2021

LOCATION MAP NO SCALE

ELEVATION: 686.60 (MEASURED) DATUM: NAVD88 DESCRIPTION: SOUTHEAST TAG BOLT ON FIRE HYDRANT NEAR SOUTH LINE OF PARCEL 2, LOCATED 4.0' SOUTH OF SOUTHERLY CURB OF ACCESS DRIVE AND 5.0' WEST OF BACK OF WALK ALONG WEST SIDE OF IL. RT. 83.

PROFESSIONAL ENGINEER'S CERTIFICATION

STATION DESIGNATION: SBM#2 ESTABLISHED BY: V3 COMPANIES DATE: 11-20-2021

Joint Utility Locating Information for Excavators

ELEVATION: 683.67 (MEASURED) DATUM: NAVD88 DESCRIPTION: NORTHWEST TAG BOLT ON FIRE HYDRANT ON LOT 1 IN TOWN CENTER SUBDIVISION (SHELL PROPERTY), LOCATED 16.6' NORTH OF THE NORTH CURB LINE OF LAKE COOK ROAD AND 53.9' WEST OF THE WEST CURB LINE OF IL. RT. 83.

THE ELEVATIONS ABOVE WERE KNOWN TO BE ACCURATE AT THE TIME THEY WERE ESTABLISHED. V3 DOES NOT CERTIFY TO THE ACCURACY THEREAFTER, NOR ASSUMES RESPONSIBILITY FOR THE MIS-USE OR MIS-INTERPRETATION OF THE INFORMATION SHOWN HEREON. IT IS ADVISED THAT ALL OF THE ABOVE ELEVATIONS BE CHECKED BETWEEN EACH OTHER AND VERIFY A MINIMUM OF 3 SURROUNDING UTILITY RIM ELEVATIONS AND ANY ADJACENT BUILDING FINISHED FLOOR OR TOP OF FOUNDATION ELEVATIONS SHOWN HEREON PRIOR TO USE OR COMMENCEMENT OF ANY CONSTRUCTION OR OTHER WORK. PERSONS USING THIS INFORMATION ARE TO CONTACT V3 IMMEDIATELY WITH ANY DISCREPANCIES FOUND PRIOR TO THE START OF ANY WORK.

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

ELEVATION: 676.01 (PUBLISHED AND HELD) DATUM: NAVD88 DESCRIPTION: STATION LOCATED 33 FT SOUTH OF THE EASTBOUND CENTERLINE OF LAKE-COOK RD, 300 FT WEST OF BUFFALO GROVE ROAD AND 2.0 FT SOUTH OF AN ORANGE FIBERGLASS WITNESS POST. SITE:

Call

ILLINOIS

VICINITY MAP

BUFFALO GROVE

V3 Companies, Ltd. 7325 Janes Avenue Woodridge, Illinois 60517 630 724 9200 Project Manager: John Brown, P.E. jbrown@v3co.com Project Engineer: Tom Kunschke, P.E. tkunschke@v3co.com Project Engineer: Matt Vogel mvogel@v3co.com

THE CLOVE

ENGINEER

BGA Residential, LLC 2250 Progress Parkway Schaumburg, IL 60173 312 726 9966 Contact: Jim Wells

PROJECT LOCATION

TITLE SHEET GENERAL NOTES , LEGEND, AND ABBREVIATIONS EXISTING CONDITIONS PLAN PRELIMINARY DEMOLITION PLAN - AREA 1 PRELIMINARY DEMOLITION PLAN - AREA 2 PRELIMINARY DEMOLITION PLAN - AREA 3 PRELIMINARY OVERALL SITE PLAN PRELIMINARY SITE PLAN - AREA 1 PRELIMINARY SITE PLAN - AREA 2 PRELIMINARY SITE PLAN - AREA 3 PRELIMINARY OVERALL GRADING PLAN PRELIMINARY GRADING PLAN - AREA 1 PRELIMINARY GRADING PLAN - AREA 2 PRELIMINARY GRADING PLAN - AREA 3 PRELIMINARY OVERALL UTILITY PLAN PRELIMINARY UTILITY PLAN - AREA 1 PRELIMINARY UTILITY PLAN - AREA 2 PRELIMINARY UTILITY PLAN - AREA 3

PROJECT MANAGER: NO.

C0.0 C1.0 C2.0 C2.1 C2.2 C2.3 C3.0 C3.1 C3.2 C3.3 C4.0 C4.1 C4.2 C4.3 C5.0 C5.1 C5.2 C5.3

TITLE SHEET

CIVIL ENGINEERING PLANS

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

REVISIONS

OWNER/DEVELOPER

ORIGINAL ISSUE DATE: APRIL 21, 2022

INDEX

20360

PROJECT TEAM

PROJECT NO.:

BUFFALO GROVE, ILLINOIS

IMKD5, LLC 710 Commerce Drive, Suite 130 Oak Brook, IL 60523 630 473 6550 Contact: Dan Rea

NO. DATE

THE CLOVE

I, JOHN BROWN, A LICENSED PROFESSIONAL ENGINEER ILLINOIS OF , HEREBY CERTIFY THAT THE CIVIL ENGINEERING PLANS WERE PREPARED ON BEHALF KENSINGTON OF DEVELOPMENT PARTNERSBY V3 COMPANIES, LTD. UNDER MY PERSONAL DIRECTION. THIS TECHNICAL SUBMISSION IS INTENDED TO BE USED AS AN INTEGRAL PART OF AND IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS. DATED THIS

DAY OF

, 2022 A.D.,.

ILLINOISLICENSED PROFESSIONAL ENGINEER 062-050103 MY LICENSE EXPIRES ON FEBRUARY2022 30,

48 hours before you dig ILLINOIS LICENSED DESIGN FIRM NO. 184-000902

DRAWING NO.

C0.0

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c. ILLINOIS RECOMMENDED STANDARDS FOR SEWAGE WORKS," AS PUBLISHED BY THE IEPA. LATEST EDITION. d. THE LATEST EDITIONS OF THE MUNICIPAL CODE AND STANDARDS OF THE VILLAGE OF BUFFALO GROVE. e. THE NATIONAL ELECTRIC CODE. f. THE ILLINOIS ACCESSIBILITY CODE. g. CLEAN CONSTRUCTION OR DEMOLITION DEBRIS (CCDD) REQUIREMENTS AS PUBLISHED BY THE IEPA. TESTING OF SOILS BEING EXPORTED FROM THE SITE AND APPROPRIATE DISPOSAL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARD TO SITE WORK ISSUES DESIGNED BY THE ENGINEER, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 9.

THE CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRING INSPECTION.

10. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION AND SHALL BE PROTECTED PER IDOT STANDARDS. THE RIGHT-OF-WAY LINE AND LIMITS OF THE CONTRACTOR'S OPERATIONS SHALL BE CLEARLY DEFINED THROUGHOUT THE CONSTRUCTION PERIOD. ALL TREES IDENTIFIED TO REMAIN SHALL BE PROTECTED FROM DAMAGE INCLUDING TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING, FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OF TREES UNLESS OTHERWISE INDICATED. 11. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BE PROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATION OF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OF EACH DAY AND AS OFTEN AS OTHERWISE NECESSARY THE CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBLIC STREETS AS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION AND AS DETAILED IN THE STORM WATER POLLUTION PREVENTION PLAN. 12. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE AND ORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHERE HIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES AND ADJACENT PROPERTY IN ACCORDANCE WITH THE VILLAGE OF BUFFALO GROVE MUNICIPAL CODE AND IDOT REQUIREMENTS. 13. NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT OR PARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ON THE DAY PRECEDING A HOLIDAY OR A WEEKEND. 14. ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVAL BEFORE COMMENCEMENT OF PAVEMENT REMOVAL. 15. REMOVED PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC. SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR AS PART OF THE BASE CONTRACT. 16. NO BURNING OR INCINERATION OF RUBBISH WILL BE PERMITTED ON SITE. 17. FOR REGULATED UTILITY LOCATIONS, THE CONTRACTOR SHALL CONTACT THE JOINT UTILITY LOCATION INFORMATION FOR EXCAVATORS, "J.U.L.I.E." AT 1-800-892-0123. LOCAL GOVERNMENT AGENCIES SHOULD BE CONTACTED BY THE CONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITY LOCATIONS. CALL FOR LOCATES AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. 18. BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTING UTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCH UTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BE COORDINATED AND PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OF THE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES, UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN IN SERVICE ARE UNCOVERED OR ENCOUNTERED DURING THIS OPERATION, THEY SHALL BE SAFEGUARDED, PROTECTED FROM DAMAGE AND SUPPORTED IF NECESSARY.

31. ANY EXISTING UTILITY STRUCTURES REQUIRING ADJUSTMENT ARE TO BE ADJUSTED OR RECONSTRUCTED BY THE CONTRACTOR TO THE UTILITY OWNER'S SATISFACTION. ADJUSTMENTS OR RECONSTRUCTIONS NOT CALLED FOR ON THE PLANS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 32. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND TO THE SATISFACTION OF THE UTILITY OWNER. 33. PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THE DETAILS OF THE PLANS FOR ALL UTILITY LINES (OR AS OTHERWISE NOTED ON PLANS). BACKFILL SHALL BE PLACED AND COMPACTED PER THE MUNICIPALITY AND IDOT SPECIFICATIONS. COST OF BACKFILL IS TO BE CONSIDERED INCIDENTAL TO THE UTILITY WORK.

THE SURFACE VEGETATION, TOPSOIL, TRANSITIONAL MATERIAL, AND ANY OBVIOUSLY SOFT UNDERLYING SOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE IEPA STRUCTURAL FILL. IF THE UNDERLYING SUBGRADE IS FOUND TO BE UNSUITABLE FOR PROPER COMPACTION, CONTRACTOR TO CONSULT WITH SOILS ENGINEER PRIOR 1. TO REMEDIATION.

STORM SEWER STRUCTURES SHALL BE PRECAST OF THE TYPE AND DIAMETER AS SPECIFIED IN THE PLANS WITH APPROPRIATE FRAME AND LIDS (SEE CONSTRUCTION DETAIL). LIDS SHALL BE IMPRINTED “STORM”.

CROSSING REQUIREMENTS

EMBANKMENT MATERIAL WITHIN ROADWAY, DRIVEWAY, BUILDING AND OTHER STRUCTURAL CLAY FILL AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM SPECIFICATION D1557 (MODIFIED PROCTOR METHOD), OR TO SUCH OTHER DENSITY AS MAY BE DETERMINED APPROPRIATE BY THE SOILS ENGINEER, THE AUTHORITY HAVING JURISDICTION, AND THE CONTRACTOR.

REVERSE PITCHED CURB 706.0 782.62 782.12

SPOT ELEVATION TOP OF CURB ELEVATION EDGE OF PAVEMENT ELEVATION UTILITY STUB SANITARY SEWER SANITARY FORCE MAIN

B. WATERMAINS MAY BE LAID CLOSER THAN TEN FEET TO A SEWER LINE WHEN: I. LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET; II. THE WATERMAIN IS AT LEAST 18 INCHES ABOVE THE CROWN OF THE SEWER; AND III. THE WATERMAIN IS EITHER IN A SEPARATE TRENCH OR IN THE SAME TRENCH ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER.

ALL PAVEMENT SUBGRADE SHALL MEET THE REQUIREMENTS DETERMINED BY THE SOILS ENGINEER AND DOCUMENTED IN THE GEOTECHNICAL REPORT. IF AREAS OF PAVEMENT SUBGRADE ARE ENCOUNTERED WHICH DO NOT MEET THESE REQUIREMENTS, SUBGRADE REPLACEMENT OR PAVEMENT DESIGN REVISIONS SHALL BE PROVIDED WHICH ARE ADEQUATE TO OBTAIN EQUIVALENT PAVEMENT STRENGTH AS DETERMINED BY THE ENGINEER, SOILS ENGINEER, AND THE AUTHORITY HAVING JURISDICTION.

DEPRESSED CURB & GUTTER

HORIZONTAL SEPARATION: A. WATERMAINS SHALL BE LAID AT LEAST TEN FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED DRAIN, STORM SEWER, SANITARY SEWER OR SEWER SERVICE CONNECTION.

STORM SEWER W

WATER MAIN

GAS MAIN

T/E

UNDERGROUND TELEPHONE & ELECTRIC DUCT BANK

BURIED CABLE-ELECTRIC

BURIED CABLE-TELEPHONE ATLAS LOCATED UTILITY UTILITY STRUCTURE WITH CLOSED LID CURB INLET DRAINAGE STRUCTURE WITH OPEN LID

I. BOTH THE WATERMAIN AND DRAIN OR SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL

COMPLETED GRADING (FINISHED FINE GRADE) FOR PROPOSED PAVEMENT SUBGRADE AREAS, BUILDING PADS, AND OPEN SPACE AREAS SHALL BE WITHIN A 0.1' TOLERANCE OF DESIGN SUBGRADE.

FIRE HYDRANT

THE SUBGRADE FOR PROPOSED STREET AND PAVEMENT AREAS SHALL BE PROOF-ROLLED BY THE SUBCONTRACTOR IN THE PRESENCE OF THE JURISDICTIONAL INSPECTOR, CONTRACTOR, AND SOILS ENGINEER.

CONCRETE PIPE, OR PVC PIPE MEETING THE

VALVE IN VALVE BOX

REQUIREMENTS OF SECTION 653.111 WHEN IT IS

GATE VALVE IN VALVE VAULT

IMPOSSIBLE TO MEET (A) OR (B) ABOVE. THE DRAIN OR SEWER SHALL BE PRESSURE TESTED TO THE

POST INDICATOR VALVE

MAXIMUM EXPECTED SURCHARGE HEAD BEFORE

THRUST BLOCK

BACKFILLING. 2.

TREE TREE LINE

VERTICAL SEPARATION: A. A WATERMAIN SHALL BE LAID SO THAT ITS INVERT IS 18 INCHES ABOVE THE CROWN OF THE DRAIN OR SEWER WHENEVER WATERMAINS CROSS STORM SEWERS, SANITARY SEWERS OR SEWER SERVICE CONNECTIONS. THE VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE WATERMAIN LOCATED WITHIN TEN FEET HORIZONTALLY OR ANY SEWER OR DRAIN CROSSED. A LENGTH OF WATERMAIN PIPE SHALL BE CENTERED OVER THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANT FROM THE SEWER OR DRAIN.

BORROW PIT LOCATION(S) SHALL BE APPROVED BY THE OWNER, ENGINEER, AND GEOTECHNICAL ENGINEER.

SANITARY SEWER 1.

SANITARY SEWERS SHALL BE CONSTRUCTED OF THE FOLLOWING MATERIALS AS SPECIFIED ON THE PLANS: A. POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC) CONFORMING TO ASTM D2241 WITH AN SDR OF 26 WITH ELASTOMETRIC GASKET JOINTS CONFORMING TO ASTM D3139.

SUBMERGED HEADWALL FLARED END SECTION (F.E.S.) GUY WIRES FLOOD LIGHT UTILITY POLE LIGHT STANDARD TRAFFIC SIGNAL POLE

B. BOTH THE WATERMAIN AND SEWER SHALL BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CAST OR DUCTILE IRON PIPE, PRESTRESSED

HAND HOLE SOIL BORING

CONCRETE PIPE, OR PVC PIPE MEETING B. DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSI A21.51 (AWWA C151) WITH JOINTS CONFORMING TO ANSI 21-11 (AWWA C-111). 2.

37. BAND-SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TO JOIN PIPES OF DISSIMILAR MATERIAL. 4.

39. THE SUBCONTRACTOR SHALL INSTALL A 2”x4”x6' POST ADJACENT TO THE TERMINUS OF UTILITY MAINS AND SERVICE LINES. POSTS SHALL BE MARKED IN ACCORDANCE WITH THE VILLAGE STANDARDS. 40. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ANY EXCAVATION. ANY DEWATERING REQUIRED SHALL BE INCIDENTAL TO THE CONTRACT.

IRRIGATION HEADS

REQUIREMENTS OF SECTION 653.111 WHEN:

SIGN I. IT IS IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION AS DESCRIBED IN 9A) ABOVE; OR II. THE WATERMAIN PASSES UNDER A SEWER DRAIN.

MANHOLES SHALL BE PRECAST CONCRETE STRUCTURES, WITH APPROPRIATE FRAME AND LIDS (SEE CONSTRUCTION DETAIL SHEETS). LIDS SHALL BE IMPRINTED “SEWER”.

MONITORING WELL TELEPHONE PEDESTAL TRANSFORMER PAD UTILITY TO BE ABANDONED FEATURE TO BE REMOVED STORMWATER FLOW DIRECTION STORMWATER OVERFLOW ROUTE

ALL SANITARY MANHOLES SHALL BE TESTED FOR WATER TIGHTNESS IN ACCORDANCE WITH ASTM C969 OR ATSM C1244.

D. CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE CROSSING UNTIL THE NORMAL DISTANCE FROM THE WATERMAIN TO THE SEWER OR DRAIN LINE IS AT LEAST TEN FEET.

CONTRACTOR SHALL VERIFY THAT THE TESTING METHODS DESIGNATED HEREIN ARE ACCEPTABLE TO LOCAL AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. IF THE LOCAL JURISDICTION HAS MORE PAVING STRINGENT TESTING REQUIREMENTS THE CONTRACTOR SHALL ADHERE TO THE MORE STRINGENT REQUIREMENTS. THE COST SHALL BE INCIDENTAL TO THE 1. BASE COURSE SHALL BE AGGREGATE BASE COURSE, CONTRACT. CONFORMING TO IDOT STANDARD SPECIFICATIONS (SEE

DITCH CHECK INLET FILTER BASKET RIP RAP BOLLARD SF

SILT FENCE WATER MAIN PROTECTION

C01

UTILITY CROSSING LABEL GUARDRAIL

41. COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINED FROM THE OWNER. ANY BRACING, SHEETING OR SPECIAL CONSTRUCTION METHODS REQUIRED IN ORDER TO INSTALL THE PROPOSED IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONAL SOILS DATA NEEDED TO CONFIRM THE CONTRACTOR'S OPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL OBTAIN THE OWNER'S WRITTEN AUTHORIZATION TO ACCESS THE SITE TO CONDUCT A SUPPLEMENTAL SOILS INVESTIGATION. 42. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSED DRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THIS CANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THE ORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONAL CONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILE FOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEER UPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRS SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED. 43. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF HIS/HER WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS.

WATERMAIN DISTRIBUTION SYSTEM

WATER MAIN SHALL BE CONSTRUCTED OF THE FOLLOWING MATERIAL AS SPECIFIED ON THE PLANS: A. DUCTILE IRON PIPE, CLASS 52 CONFORMING TO ANSI A21.51, AWWA C-151 WITH CEMENT LINING CONFORMING TO ANSI A21.4, AWWA C-104 AND PUSH-ON JOINTS CONFORMING TO ANSI A21.11, AWWA C-111. FITTINGS SHALL COMPLY WITH ANSI A21.10, AWWA C110. ALL DUCTILE IRON PIPE SHALL BE WRAPPED IN POLYETHYLENE IN ACCORDANCE WITH AWWA C105.

SUBGRADE SHALL BE FINISHED TO BE WITHIN 0.1 FEET OF DESIGN SUBGRADE ELEVATIONS BY THE EARTHWORK CONTRACTOR. FINE GRADING FOR PAVEMENTS AND SIDEWALKS SHALL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR.

AGGREGATE BASE COURSES SHALL BE PRIMED AT THE RATE OF 0.25 TO 0.50 GALLONS PER SQUARE YARD AND BRICK, CONCRETE, OR HMA BASES SHALL BE PRIMED AT THE RATE OF 0.05 TO 0.10 GALLONS PER SQUARE YARD WITH LIQUID ASPHALT CONFORMING TO THE IDOT STANDARD SPECIFICATIONS AND APPROPRIATE FOR PREVAILING WEATHER AND SITE CONDITIONS. PRIME COAT AND CLEANING THE EXISTING SURFACE SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT.

PAVEMENT SHALL BE CONSTRUCTED ON A THOROUGHLY COMPACTED SUBGRADE MEETING THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL CONSULTANT. PRIOR TO PLACEMENT OF THE NEW PAVEMENT, THE SUBGRADE SHALL BE PROOF ROLLED WITH A FULLY LOADED TANDEM AXLE DUMP TRUCK (MINIMUM 20 TONS). PROOF ROLLING SHALL BE WITNESSED BY THE GEOTECHNICAL CONSULTANT.

SIDEWALKS SHALL BE OF THE THICKNESS AND DIMENSIONS AS SHOWN IN THE CONSTRUCTION PLANS. CONTRACTION JOINTS SHALL BE SET AT 5' CENTERS AND ½ INCH PREMOLDED FIBER EXPANSION JOINTS SHALL BE SET AT 50' CENTERS AND WHERE THE SIDEWALK MEETS THE CURB, A BUILDING, OR AT THE END OF EACH POUR. ALL SIDEWALKS CONSIDERED TO BE ACCESSIBLE ROUTES AS DEFINED BY THE AMERICANS WITH DISABILITIES ACT (ADA) SHALL BE SUBJECT TO ILLINOIS ACCESSIBILITY CODE (IAC) REQUIREMENTS, UNLESS OTHERWISE NOTED.

TESTING OF THE SUBBASE, BASE COURSE, BINDER COURSE, SURFACE COURSE, AND CONCRETE WORK SHALL BE REQUIRED IN ACCORDANCE WITH IDOT STANDARD SPECIFICATIONS AND IN ACCORDANCE WITH THE SPECIFIC REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION. A QUALIFIED TESTING FIRM SHALL BE EMPLOYED TO PERFORM THE REQUIRED TESTS.

ASPHALT JOINTS FOR BINDER AND SURFACE COURSES ARE TO BE STAGGERED.

C. WATER SERVICE LINES SHALL BE CONSTRUCTED OF CLASS K COPPER. MINIMUM COVER OVER WATER MAIN SHALL BE 5' - 6” FROM FINISHED GRADE TO TOP OF PIPE.

VALVE VAULTS SHALL BE USED AT ALL VALVE LOCATIONS WHERE WATER MAIN IS 8” DIAMETER OR LARGER. VAULTS SHALL BE PRECAST CONCRETE STRUCTURES, WITH APPROPRIATE FRAME AND LIDS (SEE CONSTRUCTION DETAIL SHEETS). LIDS SHALL BE IMPRINTED “WATER”.

THRUST BLOCKING OR RESTRAINED JOINTS SHALL BE INSTALLED ON WATER MAINS AT ALL BENDS, TEES, ELBOWS, ETC. AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. COST OF SAME SHALL BE INCIDENTAL TO THE UNIT PRICE FOR PIPE INSTALLED.

WATER MAIN FITTINGS (BENDS, ELBOWS, TEES, INCREASES, REDUCERS, ETC.) MAY OR MAY NOT BE SPECIFICALLY REFERENCED ON THE CONSTRUCTION PLANS. THEY ARE TO BE CONSIDERED AS INCIDENTAL AND INCLUDED IN THE LINEAL FOOTAGE COST OF THE WATER MAIN.

ALL WATER LINES ARE TO BE PRESSURE TESTED AND CHLORINATED PER THE REQUIREMENTS OF THE MUNICIPALITY AND THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY.

STORM SEWER STORM SEWERS SHALL BE CONSTRUCTED OF THE FOLLOWING MATERIALS AS SPECIFIED ON THE PLANS:

RAILROAD TRACKS RETAINING WALL REVISION DELINEATION CLL

CONSTRUCTION LIMIT LINE TREE PROTECTION FENCE

B. POLYVINYL CHLORIDE PIPE, PVC CONFORMING TO ASTM C-900, WITH ELASTOMETRIC GASKET JOINTS CONFORMING TO ASTM D3139.

SURFACE COURSE AND BINDER COURSE SHALL BE HOT-MIX ASPHALT (HMA) CONFORMING TO IDOT STANDARD SPECIFICATIONS (SEE PLANS FOR THICKNESS). CURB & GUTTER AND SIDEWALK SHALL BE CLASS SI PORTLAND CEMENT CONCRETE CONFORMING TO IDOT STANDARD SPECIFICATIONS.

MONITORING WELL

N NIC NWL OC OL PC PCC

NORTH NOT IN CONTRACT / NOT INCLUDED NORMAL WATER LEVEL ON CENTER OPEN LID POINT OF CURVATURE PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVE

PGL PI PL PP PRC PT PUE PVC

PROFILE GRADE LINE POINT OF INTERSECTION PROPERTY LINE POWER POLE POINT OF REVERSE CURVATURE POINT OF TANGENCY PUBLIC UTILITY EASEMENT

PVI PVT R RCP ROW S SAN

POINT OF VERTICAL CURVATURE OR POLYVINYL CHLORIDE PIPE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENCY RADIUS OR RIGHT REINFORCED CONCRETE PIPE RIGHT OF WAY SLOPE OR SOUTH SANITARY

SF SFM SHT SHW SMH STA ST STMH T T/C T/P T/W TY TYP UP VC VERT VCP

SILTATION FENCE SANITARY FORCE MAIN SHEET SUBMERGED HEADWALL SANITARY MANHOLE STATION STORM STRUCTURE OR STORM SEWER STORM MANHOLE TANGENT LENGTH OR TELEPHONE TOP OF CURB TOP OF PIPE TOP OF WALL TYPE TYPICAL UTILITY POLE VERTICAL CURVE VERTICAL VITRIFIED CLAY PIPE

W WM

WEST WATER MAIN

DESCRIPTION

TELEPHONE MANHOLE

C. A VERTICAL SEPARATION OF 18 INCHES BETWEEN THE INVERT OF THE SEWER OR DRAIN AND THE CROWN OF THE WATERMAIN SHALL BE MAINTAINED WHERE A WATERMAIN CROSSES UNDER A SEWER. SUPPORT THE SEWER OR DRAIN LINES TO PREVENT SETTLING AND BREAKING THE WATERMAIN.

ALL SANITARY SEWER SHALL BE TESTED FOR LEAKAGE AND DEFLECTION IN ACCORDANCE WITH SECTION 31-1.12 AND 31-1.13 OF THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS.

PLANS FOR THICKNESS).

19. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF "APPROVED" ENGINEERING PLANS WITH THE LATEST REVISION DATE ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION.

CURB & GUTTER 2.

CONCRETE HEADWALL

35. PRIOR TO DEMOBILIZATION, ALL WORK SHALL BE CLEANED AND INSPECTED TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION. THE COST OF THIS WORK SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

38. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALL CONSTRUCTION IN CONFORMANCE WITH ALL MUNICIPAL AND CLIENT REQUIREMENTS FOR USE IN PREPARING RECORD DRAWINGS.

CONTOUR

JOINT CAST OR DUCTILE IRON PIPE, PRESTRESSED

34. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

36. THE GENERAL CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO PROVIDE CABLE TV, PHONE, ELECTRIC, GAS AND IRRIGATION SERVICES. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FOR THESE UTILITIES AND SHALL COORDINATE AND PROVIDE CONDUIT CROSSINGS AS REQUIRED. THIS COORDINATION SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. ANY CONFLICTS IN UTILITIES SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

710

30. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS AND MANHOLES TO FINISHED GRADE ARE INCIDENTAL TO THEIR COST.

PROPERTY CORNER

ILLINOIS

b. ”STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS," LATEST EDITION.

29. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH AND LOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES. AVOID RIDGES AND DEPRESSIONS.

CENTERLINE

BUFFALO GROVE

a. "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS PREPARED BY IDOT, LATEST EDITION.

FENCE LINE

DRAWN BY:

EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS, ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY MADE A PART HEREOF:

28. WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORM SEWER OR WATERWAY, IS INTERRUPTED DUE TO CONSTRUCTION, THE DRAINAGE ROUTE SHALL BE REESTABLISHED TO ORIGINAL CONDITIONS BY THE END OF THE SAME WORK DAY. POSITIVE DRAINAGE MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

D. DUCTILE IRON PIPE, CLASS 52, CONFORMING TO ANSI A21.51 (AWWA C151) WITH JOINTS CONFORMING TO ANSI 21-11 (AWWA C-111).

MV/TK

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS, TRAFFIC CONTROL DEVICES AND WARNING DEVICES TO INFORM AND PROTECT THE PUBLIC DURING ALL PHASES OF CONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH THE IDOT STANDARD SPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BE DONE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES."

27. BUTT JOINTS SHALL BE PROVIDED WHEREVER NEW PAVEMENT ABUTS EXISTING PAVEMENT. ALL BUTT JOINTS SHALL BE CONSTRUCTED BY MILLING AND SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE BITUMINOUS SURFACE COURSE.

C. HIGH DENSITY POLYETHYLENE PIPE, HDPE, CONFORMING TO ASTM D3350 WITH ELASTOMERIC JOINTS CONFORMING TO ASTM D3212.

THE CLOVE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR CONSTRUCTION ALONG OR ACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING, SHORING AND OTHER REQUIRED PROTECTION OF ALL ROADWAYS BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETS OR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALL MAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THE OWNER OF THE ROADWAY.

26. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON AS PERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURING AND UNDERCUTTING BY STORM WATER RUNOFF.

EASEMENT LINE

THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNING REGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLIC AGENCY PERMITS PRIOR TO STARTING WORK. THE CONTRACTOR, BY USING THESE PLANS FOR THEIR WORK, AGREE TO HOLD HARMLESS V3 COMPANIES LTD., THE MUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THE OWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIES FROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS, DAMAGES, AND THE COST OF DEFENSE ARISING OUT OF CONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES AND AGENTS.

LOT LINE (INTERIOR)

ALL APPLICABLE PROVISIONS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREIN INCORPORATED BY REFERENCE.

25. CAD FILES ARE AVAILABLE FOR CONSTRUCTION LAYOUT UPON REQUEST.

PROPERTY LINE (EXTERIOR)

B. POLYVINYL CHLORIDE PLASTIC SEWER PIPE (PVC) CONFORMING TO ASTM D3034 WITH ELASTOMERIC GASKETED JOINTS CONFORMING TO ASTM D3212.

ARC LENGTH BACK TO BACK OF CURB BACK OF CURB BUILDING BENCHMARK BOTTOM OF PIPE BUTTERFLY VALVE IN VALVE VAULT CURB AND GUTTER CATCH BASIN CENTERLINE CLOSED LID CLEAN OUT DUCTILE IRON PIPE DIAMETER DUCTILE IRON WATER MAIN DRAWING EAST OR ELECTRIC OR EDGE EXPANSION JOINT ELEVATION EDGE OF PAVEMENT EXISTING FRAME & CLOSED LID FRAME & GRATE FRAME & OPEN LID FLARED END SECTION FACE TO FACE OF CURB FINISHED FLOOR FINISHED GRADE FIRE HYDRANT FLOW LINE GAS LINE GATE VALVE IN VALVE BOX GATE VALVE IN VALVE VAULT HANDICAP HIGH DENSITY POLYETHYLENE PIPE HEADWALL HORIZONTAL HIGH POINT HIGH WATER LEVEL INVERT ELEVATION INLET LINEAL FEET LOW POINT OR LIGHT POLE LEFT MATCH EXISTING MANHOLE

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL AND STARTING WORK.

24. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FOR ROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OF PROPOSED PAVING (ROADS, WALKS, DRIVES, ETC.) OR TOPSOIL AS INDICATED ON DRAWINGS.

THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANS ARE FINISH GRADE. A MINIMUM OF 6 INCHES OF TOPSOIL IS TO BE PLACED BEFORE FINISH GRADE ELEVATIONS ARE ACHIEVED, UNLESS OTHERWISE NOTED. AREAS IN DETENTION FACILITIES NOTED TO BE ESTABLISHED WITH NATIVE VEGETATION SHALL REQUIRE A MINIMUM OF 12 INCHES OF TOPSOIL. REFER TO PLANTING PLANS TO VERIFY TOPSOIL THICKNESS REQUIREMENTS.

RIGHT-OF-WAY LINE

A B-B B/C BLDG BM B/P BV/VV C&G CB CL CL CO DIP DIA DIWM DWG E EJ ELEV E/P EX. F & CL F&G F & OL FES F-F FF F/G FH F/L G GV/VB GV/VV HDCP HDPE HDW HOR HP HWL IE IN LF LP L ME MH

NO. DATE

ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES, STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICH ARE NOT PRESENTLY KNOWN.

DESCRIPTION

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

23. STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AND IF DAMAGED, SHALL BE REPLACED PROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY OR IDOT STANDARD SPECIFICATIONS IN MATERIALS AND WORKMANSHIP.

PROPOSED

PROJECT MANAGER: NO.

COPIES OF THE SURVEY ARE AVAILABLE FROM THE SURVEYOR. SITE CONDITIONS MAY HAVE CHANGED SINCE THE SURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TO FAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS.

22. ANY AREAS THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED IN CONFORMANCE WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND SHALL BE INCIDENTAL TO THE CONTRACT.

THE GRADING OPERATIONS ARE TO BE INSPECTED BY A THIRD PARTY SOILS ENGINEER. THE CONTRACTOR'S REPRESENTATIVE MUST BE NOTIFIED PRIOR TO ANY UNSUITABLE SOIL REMOVAL AND MUST APPROVE, IN WRITING, ANY REMEDIATION. BOTH THE CONTRACTOR AND SOILS ENGINEER MUST BE PRESENT DURING REMEDIATION.

EXISTING

ABBREVIATIONS

REVISIONS

21. ALL CURB RADII REFER TO BACK OF CURB.

LEGEND

ORIGINAL ISSUE DATE: APRIL 21, 2022

EARTHWORK 1.

V3 COMPANIES, LTD. 7325 JANES AVENUE WOODRIDGE, IL 60517

A. REINFORCED CONCRETE PIPE ( RCP) IN CONFORMANCE WITH IDOT STANDARD SPECIFICATIONS DETERMINATION FOR PIPE CLASS, AND CONFORMING TO ASTM C76. ALL STORM SEWER SHALL HAVE GASKETED JOINTS CONFORMING TO ASTM C-361, UNLESS OTHERWISE NOTED.

20360

EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT-OF-WAY AND HORIZONTAL CONTROL SHOWN ON THE DRAWINGS WERE OBTAINED FROM A SURVEY PREPARED BY:

SPECIFICATIONS

GENERAL NOTES, LEGEND AND ABBREVIATIONS

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AS DETAILED IN THE STORM WATER POLLUTION PREVENTION PLAN.

PROJECT NO.:

GENERAL NOTES

DRAWING NO.

C1.0 N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C1.0 Gal20360 S03.dwg 5/10/2022

.603

S09° 16

' 16"E

ILLINO

IS ROU

E E

62.38'

AD) RY RO ED (McHENRE DEDICAT . OFO .O.W HERET LE WIDTH R VARIAB

295.83'

' 29"E

TE 83

S09° 16

' 29"E S09° 16 138.23'

132.11' ' 17"W N07° 59

134.19'

.5 9 ' A =149

DESCRIPTION

NO. DATE

ILLINOIS

DRAWN BY:

MV/TK

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

PROJECT MANAGER: NO.

R=14

87.6

13' 04

S13°

"W 56' 32

159.8

29. 4

1' 215.7

N11°

#10435 INLET INLET RIM=680.40 RIM=678.87 IE 12" E,W=675.90 IE 12" W=675.77 #10244 . S.L 10701 . INLET B 4' AD 5' 3 47.2RO STM 3 RIM=678.92 2 R= OOK IE 48" N,S=673.91 #10564 IE 18" S,W=673.42 LOT 1 #23030 ' C 6 8 STM 31. AKE 18" FES 2 GRATE=675.56 WALGREEN'S BUFFALO GROVE = L A RIM=679.13 IE=672.58N80° 30 #10733 IE 24" RCP=671.46 RESUBDIVISION ' 23"W P.O.B. IE 24" NE=671.22 183.88 WVVR=2356.83' A=83.81' ' 24" S=671.75 PARCEL 3A #10291 IE RIM=678.09 CB=S66°41'02"W INLET IE 12" W=673.71 PYLON SIGN T/PIPE N-S=667.46 #10559 RIM=678.95 TEMPORARY CONSTRUCTION PARCEL 3A WATER FILLED #10544#10535 N01° 19' 44"E STM IE 18" N,E,W=672.55 EASEMENT PER 7487965 STORMWATER DETENTION INLET INLET 23.30' RIM=678.86 EASEMENT 2 10431 INLET RIM=680.39 IE 12" E=676.02

ORIGINAL ISSUE DATE: APRIL 21, 2022

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

ACCESS EASEM

ENT

125.00'

.L 35' B.S

427.88'

LOT 1 TOWN CENTER SUBDIVISION #10672

BUFFALO GROVE

155.91'

N01° 03' 14"W

RESUBDIVISION

REVISIONS

#5786 INLET RIM=684.24

WATERMAIN EASEMENT #8524 PER DOC. 2432943 STM RIM=688.36 #8543 IEINLET 24" E=682.86 IERIM=686.08 10" S=681.48 IEIE30" 10"W=676.73 N=682.08

THE CLOVE

' 16"E

#6128 INLET #5793 RIM=685.83 INLET IE 12" N=677.23 #6025 RIM=684.09 IE 30" E,W=676.33 INLET IE 12" N=676.71 PARCEL 2 IE 12" S=677.43 RIM=685.65 IE 30" LOT 1 E,SW=675.69 IE 10" SW=681.48 IE 10" NE=683.13

72.38'

#6843 STM RIM=686.09 #6196 IE 8" NE,W=682.54 INLET RIM=684.90 #6860 IE 12" N,S=680.40 STM #5749 RIM=686.06 STM IE 12" S=681.88 RIM=685.86 IE 6" NW=682.61 IE 12" N,S=680.42

EXISTING CONDITIONS PLAN

ENT

ACCESS EASEM

#6095 INLET RIM=684.91 IE 12" N,S=679.56

.L. 35' B.S

S09° 16

S04° 01' 06"E 67.10'

67.10' N04° 01' 06"W

#5948 INLET #6415 RIM=685.60 INLET #5773 #6897 IE 12" W=682.89 RIM=685.36 INLET SAN IE 10" SE=682.63 RIM=685.79 #6791 RIM=686.17 IE 12" E,S=681.54 #6320 WVV #6381 IE 8" N,S=667.82 INLET #6800 RIM=686.09 INLET IE 8" W=668.27 N89° 41' 29"E 453.55' RIM=685.21 INLET T/PIPE N-S=679.47 RIM=685.19 RIM=686.16 WATER FILLED IE 10" E,NW=682.29 PER DOC. 2737813 EASEMENT IBT12" IE S,W=681.14 N25° 58' 54"E IE 12" NW=682.19 62.13' 61. 76'

20360

EMEN E EAS 3676 N A L FIRE DOC. 417 PER

PROJECT NO.:

E E

#6773 WVV RIM=689.85 T/P N-S=682.40

24.46'

#7070 INLET #6943 RIM=685.07 STM IE 24" NE,SW=676.32 RIM=685.89 IE 10" E=679.42 IE 6" E=680.34 IE 12" S=680.24 IE 10" W=680.31

49.76'

151.30'

333.60'

S04° 43' 20"E

4"W N06° 35' 4

ENT ACCESS EASEM

FIRE LANE EASEMENT MODIFIED PER DOC 7002240 NO DIMENSIONAL DATA PROVIDED

28.51'

WATER

#6743 INLET RIM=685.40 IE 12" S,W=681.05

ENT ACCESS EASEM

426.01'

O AD GROVE ARTED

ORE DED HERETOF ' R.O.W. 100

BUFFALO

35' B.S.L.

N06° 34' 55"W 70.43'

#7103 SAN RIM=677.24 IE 8" NE,SW=667.24

EXCEPTION TO BLANKET EASEMENT

N06° 34' 55"W 43.45' N89° 44' 01"E 34.21'

6 67 3 17 .4

ET V C 8 O GR UNIT - DO #6739 LO 98 INLET A 9 FF 4/1 RIM=685.40 2 / BU 7 0 IE 12" N,E=681.50 C RE

BUILDING FOOTPRINT = 22,692 SQ. FT.

W. FACE OF SIGN 0.4' E.

N OW

MENT S EASE

PYLON SIGN

#9862 ' A=34.38' R=40.00' 61 INLET . 4 2 CB=S74°45'31"W RIM=683.80 2 #8892 IE 12" S=680.50"E PARCEL 2 STM 6 LOT 2 0' 6"W '1 #10005 0 RIM=685.29 8 . 0 #9114 0 '1 4 ° INLET 8 IE 15" N=681.45 0 0 INLET #9990 N5 RIM=683.60 50° PYLON SIGN RIM=684.94 S INLET NT IE 12"ESE=679.97 ' IE 10" NW=680.63 M 4 RIM=684.74 #9174 E 6" W=680.62 N88° 58' 54"E SIE 3.2 4 A 1 IE 12" NE,SE=679.79 #8878 ESTM 7.84' SS W IE 12" W=679.64 RIM=685.06 E " WVV 9 C '1 IE 12" NW=679.74 IE 12" NE,SE,SW=678.91 AC 9 RIM=687.52 1 9° T/PIPE 10" N-S=679.72 5 #9327 S WVV #9139 RIM=684.58 #9001 INLET #9358 T/PIPE N47° N-S=678.91 13' 38"W INLET RIM=685.49 INLET WATER FILLED #9372 35.42' RIM=685.44 IE 12" S,NW=680.21 #8993 MHRIM=684.02 PER ATLAS SAN IE 12" N=680.34 IE 12"INSW=679.76 SAN NOT FOUND FIELD RIM=683.92 #9407 IE 12" S=680.44 RIM=686.48 IE NE=667.72 INLET RIM=682.47 #6950 IE SE=679.73 IE SE,SW=667.52 IE 12" N=678.42 INLET IE W=678.28 IE SE=673.22 #9406 IE 12" E,S=678.05 #6707 IE SW=675.01 RIM=683.98 INLET IE 24" E,S=677.53 INLET RIM=682.40 #8845 RIM=684.46 TOWN PLACE TOWNHOMES IE 24" N,W=677.70 WVV IE S=682.45 IE 10" S=677.95 RIM=688.97 R TE LOT 2 T/PIPE 10" N-S=682.82 N NOT INCLUDED CE

ACCES

N. FACE OF SIGN 1.2' S.

A=68.52' R=1093.04' CB=S27°40'04"E

3 TE 8

785.34'

N2 4° 41 82. ' 02"E 00'

29"E

121.50'

61.25'

12.72' 61.36'

9.00' 16.03'

#4806 #5064 #4805 ' 58 7. 48 "E 54 ' INLET 58 WVV WVV #4932 N85° RIM=686.37 BUFFALO GROVE TOWN CENTER RIM=686.78 RIM=686.78 INLET IE 12" S=682.37 T/PIPE 12" N-S=682.28 UNIT 5 T/PIPE 12" E-W=682.09 RIM=683.95 #7256 #4814 T UNABLE TO OPEN ESS EASEMEN INLET WVV A=29.86' R=97.00' ACC#4783 PYLON SIGN #3852 RIM=684.88 #7255 CB=N42°11'34"E RIM=686.46 #22310 SAN INLET T/PIPE WVV 10" N-S=679.68 IE 12" SW=681.61 SAN RIM=686.80 S56° 37' 28"E 11.52' RIM=683.53 RIM=684.83 RIM=686.11 UNABLE TO OPEN #22245 IE 10" S=677.02 T/PIPE 10" N-S=679.50 #4135 IEINLET 8" N,S=669.11 #4162 A=22.80' R=150.00' INLET IE 6" E=669.11 EXCEPTION TO BLANKET 66. SAN #3345 CB=N29°02'17"E RIM=684.20 #3131 70.00' RIM=686.03 02' IE 9" E=676.76 EASEMENT PER DOC. 2737813 RIM=686.30 IE 10" E=680.63 STM INLET #22286 IE 12" SE,NW=680.33 #8782 UNABLE TO OPEN RIM=684.54RIM=683.54 #22283 #22227 GREASE TRAP #4130 #22284 #22285 STM UNABLE TO OPEN STM IE 12" N,SW=676.39 INLET #21827 RIM=685.59 INLET GREASE TRAP GREASE TRAP RIM=687.90 S06° 34' 55"E RIM=685.80 INLET RIM=685.99 RIM=686.02 RIM=685.57 IE 24" E=682.95 RIM=685.58 A=74.99' R=375.00' 70.00' IE 10" S=680.84 45.00' IE 18" E=673.75 RIM=684.25 N04° 01' 06"W IE 24" NE,SW=677.92 #21839 #3082 IE 24" SW=678.72 CB=N30°24'49"E N89° 44' 01"E IE 18" NW=674.07 IE 12" S=680.15 74.98' (74.97') IE 12" NW=678.37 SAN INLET 40.17' N24° 41' 02"E IE 12" NW=680.20 RIM=685.32 RIM=683.53 N53° 51' 25"W 12.00' #21840 S00° 15' 59"E 42.14' #21815 IE 8" N,E=679.07 IE 12" SW=678.79 INLET 8.00' INLET #4198 N38° 26' 06"E 30.95' RIM=684.41 #4012 N89° 44' 01"E RIM=684.46 INLET #3046 A=28.99' R=125.49' INLET IE 12" N,SW=679.44 14.60' IE 30" N=674.40 RIM=685.52 #22080 #21848 STM CB=N47°20'41"E RIM=685.37 S84° 33' 21"E IE 36" S=674.40 UNABLE TO OPEN INLET #21881 STM RIM=683.90 IE 24" N,W=674.57 29.55' #21510 RIM=685.56 SAN IE 48" N,S=673.13 S39° RIM=686.95 36' 19"E 11.10' IE 12" SE=675.57 N00° 15' 59"W IE 12" #22072 N=680.27 IE 10" INLET N=679.76 RIM=685.19 EXCEPTION TO 10.94' N52° 51' 30"E 13.76' INLET IE 10" S,W=680.27 IE 12" RIM=684.47 SE=679.81 8" N,SE,S=669.56 A=119.00' IER=425.00' #3993 BLANKET EASEMENT 10" NW=680.72 RIM=686.46 #21978 IE 12" IE SW=676.96 INLET 243.32' 01"E 44' N89° IE 10" N=682.05 WVV RIM=685.57 #2976 RIM=680.10 #21786A=22.04' R=77.00' IE 12" NE,NW=679.19 INLET PARCEL 1T/PIPE 10" E-W, 8" S=680.10 INLETCB=N82°04'08"W A=30.58' R=210.00' RIM=683.52 LOT 3 RIM=684.44 IE 24" E,W=674.52 N00° 15' 59"W #20092 ACCESS EASEMENT #21540 #20122 IE 18" E,W=677.37 65.00' 42.71' STM INLET STM IE 12" S=677.64 63.25' FOUND IRON PIPE RIM=685.01 S89° 44' 01"W RIM=683.91RIM=685.65 79.25' S89° 44' 01"W 50.00' #2926 0.09' S. & 0.51' E. IE 12" S=679.66 IE#21559 10" NE=680.43 IE 48" N,S=673.15 R INLET E 44' 01"W S89° 44' 01"W 215.41' S89° 44' 01"W 201.50' IE 10" S89° W=677.80 NT SAN15' 59"W RIM=683.45 E N00° S00° 15' 59"E C N00° 15' 59"W #20093 RIM=684.83 IE 10" N,S=678.40 #20406 12.00' 08 19.00' 19.00' WN 3 SAN IE 8" N,S=669.68 IE 12" W=678.40 9 INLET FOUND IRON PIPE TO 41 #21715 RIM=684.36 3 0.53' W. & 0.12' N E RIM=686.37 S00° 15' 59"E INLET UNABLE TO OPEN OV IT 6 OC. T/WATER=682.37 FOUND IRON PIPE R #2882 D 15.13' LOT 2 G S80° 43' 44"W N RIM=686.34 0.60' W. & 0.30' N. BOTTOM=678.37 U O 3 INLET L NOT INCLUDED 9 8.97' FOUND IRON PIPE T/WATER=682.24 #21764 NO VISIBLE OUTLET FA RIM=683.31 /19 0.08 S. & 0.63' E. F 1 BOTTOM=679.52 INLET S09° 16' 16"E IE 10" N=679.57 BU 0/2 1 NO VISIBLE OUTLET RIM=686.29 48.27' #21763 C T/WATER=682.19 RE SAN RIM=686.53 #21784 BOTTOM=679.29 #2840 ER IE 6" N,E,W,NW=679.28 SAN NO VISIBLE OUTLET INLET T RIM=687.36 EN RIM=683.38 C 8 IE 8" N,S=670.76 IE 10" S=679.70 WN 04 PEDESTRIAN ACCESS EASEMENT 1 O IE 8" SW=670.86 3 PER DOCUMENT 5593528 44 ET . V #20099 C 9 #2789 O RO IT STM INLET O G UN 9 - D RIM=684.96 #20102 L 9 RIM=683.35 19 FA / IE 12" W=676.86 GREASE TRAP F 6 #20101 IE 10" N=678.15 U /0 RIM=685.11 #3159 BIE 12" W=678.15 WVV 10 WATER STM RIM=684.96 EC #23131 R RIM=684.52 T/PIPE STM 8" E-W=679.86 UNABLE TO OPEN 5.14' RIM=684.94 #20567 #20478 #2743 #2746 IE 10" S=680.84 24" FES FES INLET 44"E WVV 80° 43' N #20241 IE=679.79 IE=679.58 RIM=683.43 "E 54 TEMPORARY CONSTRUCTION N85° 58' RIM=683.77 86.11' INLET IE 10" S=679.72 #20525 EASEMENT PER 7487965 0' .1 T/PIPE N-S=677.72 63 RIM=683.76 #20598#20526 STM WATER FILLED IE 10" S=680.21 RIM=685.94 INLET INLET #20267 IE 12"#20617 N,SW=678.74 #2042 RIM=685.64 RIM=685.62 INLET INLET IEIE 12" W=682.04 #20108 12" N=681.52 INLET 64.32' LOT 2 41"E 138.55' N89° 35' RIM=684.17 RIM=683.38 INLET IE 24" NE=679.27 RIM=686.37 BUFFALO GROVE TOWN CENTER 63.10' IE12" 10"NE=677.74 N=680.22 IE 10" N=678.08 RIM=684.81 IE 24" S=679.30 IE UNIT 7 "W 54 ' S85° 58 IE 10" SE=679.63 IE 10" N=679.61 IE 12" SE=675.85 #20249 NOT INCLUDED #20268 #7555 IE 10" S=678.13 IE 12" W=676.51 IE 12" W=675.97 INLET #11066SAN #20699 INLET IE#2049 12" W=678.08 #20111 RIM=684.06 STM RIM=684.43 RIM=684.99 SAN INLET SAN IE 10" N=679.31 RIM=686.11 IERIM=684.97 48"#20781 NE,W=672.68 IE 6" N=679.04 PYLON SIGN ACCESS EASEMENT RIM=683.42 RIM=684.44 IE 12" E,W=675.06 IE 6" N,E=681.21 IE 8" S=679.04 WVV IE 8" E=673.37 PER DOCUMENT 5593529 #20925 IE 10" N=679.59 IE 10" W=681.16 UNABLE TO OPEN IE 10" S=679.61 IE 3' 8"RIM=684.92 S=673.57 STM 117.2 S80° 43' 44"W T/PIPE 10" N-S=679.62 RIM=686.49 5.00' #7665 #2608 #7642 IE 48" NE,S=672.27 #2057 INLET STM INLET PARCEL 3 #23129 INLET #2680 RIM=684.89 RIM=685.16 RIM=684.90 LOT 1 THAT PART TAKEN PER CONDEMNATION CASE INLET RIM=683.36 EXCEPTION TO INLET IE 10" S=679.94 LOT 1 IE 10" NE,SE=680.42 IE 12" SW=681.30 RIM=684.88 #20799 RECORDED AS DOC. 7487965 IE 12" E=678.18 BLANKET EASEMENT RIM=684.89 IE 12" W=680.23 #7729 TURNBERRY SUBDIVISION#21048 #7752 WVV IE 10" S=679.98 IE 10" S=678.26 IE 10" NE=680.69 INLET INLET RIM=684.63 IE 15" W=678.19 IE 10" SE=680.54 INLET RIM=684.58 RIM=684.86 T/PIPE 10" N,S,W=679.23 IE 10" NW=680.52 43' 44"E RIM=685.54 #2070 IEN80° 12" N=679.07 IE 10" N=680.82 11.00' IE 24" N=679.64 INLET IE 12" E=677.34 #20824 IE 12" S=681.49 RIM=683.17 INLET IE 10" N=679.62 RIM=684.84 #2487 #20807 P.O.B. IE 10" N=679.49 SAN INLET EXCEPTION TO PARCEL 3 IE 12" W=676.66 #1666 #2085 RIM=684.33 RIM=683.99 SAN INLET IE 8" N,W=678.02 IE 12" E,W=675.49 RIM=683.85 RIM=683.19 #1249 IE 8" E,S=677.19 IE 10" S=679.45 INLET RIM=684.51 #8132 IE 12" E=675.79 #20880 T N E INLET M E IE 10" W=680.31 S A SS E INLET ACCE#2102 RIM=683.28 RIM=684.86 INLET #21123 IE 10" SW=680.65 #2369 IE 10" S=681.64 RIM=682.96 INLET STM IE 10" N=677.98 RIM=686.24 RIM=685.39 IE #2120 12" FIRE W=677.92 IE 12" N,S=681.94 3"E LANE EASEMENT INLET IE 00' 4NE=680.34 N82° 10" PER DOC. 4431048 IE8410" ' #2132 #1582 .71SW=680.07 #2131RIM=683.04 #2367 IE 10" E=678.14 #21243 WVV STM WVV INLET INLET RIM=683.82 93.88' RIM=683.92 RIM=683.93IE 10" S=678.34 RIM=684.20 IE 12" W=678.24 RIM=685.62 T/PIPE 10" N-S=676.62 LOT 2 IE 48" N,SE=671.88 T/PIPE 10" E-W=676.78 IE 10" E,W=679.80 IE 12" N=682.62 NOT INCLUDED #21220 IE 12" S=679.80 #21164 #2281 INLET #2308 #1136 N00° 34' 45"E INLET #2280 GREASE TRAP RIM=684.01 INLET#2282 INLET 23.72' RIM=684.52 GREASE TRAP RIM=685.23 IE 10" E=677.01 RIM=682.46 RIM=683.85SAN IE 10" W=681.06 #2279 RIM=685.21 TEMPORARY CONSTRUCTION IE 12" W=675.46 IE 12" N=679.75IE 12" N=680.92 RIM=685.23 GREASE TRAP EASEMENT PER 7487965 IE 6" RIM=685.26 E,S=679.58 #8068 P.O.C. #7597 #7602 #1050 WVV #1093 #8261 PARCEL 3A GREASE TRAP INLET SAN #8285 RIM=682.99 #21398 #8307 #21308 #8293 SAN RIM=684.95 INLET RIM=685.55 88.02' RIM=683.91 INLET A=19.17' R=1498.91' T/PIPE E-W=675.71 SAN INLET SAN INLET RIM=684.40 RIM=683.80 IE 10" S=677.30 1 IE 8" N,W=675.21 ' 40"W RIM=683.59 #1076 58 CB=S09°38'28"E ° H WATER FILLED 85 S RIM=684.52 #8360 RIM=684.07 T RIM=684.65 C #11015IE 12" W=681.89 IE E,W=677.62 IE 8" E=675.31 RIM=684.05 IE8" 48" SE,NW=671.31 LO BA SION IE 10" E,W=675.40 INLET IE 12" E,W=680.67 INLET INLET #1063 UNABLE TO OPEN IE 12" E,W=680.40 N #20392 I RIM=683.94 IE 8" S=675.40 R V RIM=682.72 INLET 2.59' RIM=684.04 FI BDI N21° 49' 45"W 48" FES 26' 20"W 20#21411 S86° IE 12" N,SE=681.14 IE 12 E,W=678.42 P.O.C. RIM=682.77 #10076 3' IE 12" NE=680.94 IE=671.43 INLET 59.8 SU 1 72.15' WATER IE 12" E=678.87 EXCEPTION TO PARCEL 3 SAN IE 12" W=680.90 #21344 RIM=684.14 "W 0 RIM=682.47 2 ' SAN #10756 IE 10" N=677.07 ° 39 IE 8" N,W=678.45 RIM=681.94 SAN S69 WATER IE 8" E=678.82 RIM=682.05 STORMWATER IE 8" W=678.85 IE 6" SE,W=676.25 DETENTION LOT 2 EASEMENT 2 WALGREEN'S BUFFALO GROVE PER DOC 4248745

BUFFALO GROVE TOWN CENTER UNIT 4

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID E TO HER RIABLE VA

#22403 STM N04° 01' 06"W 25.03' RIM=686.16 A=24.01' R=25.00'IE 30" NE,SW=675.10 CB=N23°29'45"E IE 12" SE=675.43

#8584 INLET RIM=687.94 IE 12" E=685.72

TE 83 S ROU

17.00'

#5187 SAN RIM=687.30 IE 8" N,SW=680.40

' S09° 16

S85° 58' 54"W

#22587 GREASE TRAP RIM=686.23 #22550 #22552 INLET INLET RIM=686.07 RIM=684.78 IE 12" N=679.23 IE 12" E,SW=676.38 IE 12" W=676.79

I ILLINO

E NT ACCESS EASEM

312.36'

16.97'

EXCEPTION TO BLANKET EASEMENT BUILDING FOOTPRINT = 22,692 SQ. FT. #270-314 McHENRY ROAD

N04° 01' 06"W

N49° 01' 06"W

#5340 INLET RIM=684.50 IE 10" N=677.75 IE 12" E=677.87 IE 10" S=678.00 IE#5016 8" NW=678.13 BUILDING CORNER INLET 12.71' N. RIM=684.54 IE 10" N=680.61

ACCESS EASEMENT

8 4..059 66883 7 4..394 66883 3 5 1 44..611 47.9.968.6798482..247065 8 4 6 . 4 6 5.08987468844.33 668846.6.136687844.6.9505 5 8. 68 804766.684 56. 6 .73 8 8 5 . 6 68 846 6 8 668 686 844..678164.73 68 0 . 8 5 58 6 4.6 79 5 68 .93 46..66088154.40.6.05689342145..3865.88942. 4 .846 76248.4.6651..6888484 8 6 84 4642.88.456 68804 6 6 323 8 .97 . 6 466.8.8730 49..6062 6.3 854.8 84 68 .79 6688484.42.40 1 668 5.0.9967 0 8 4 6 6..052 8 04 8 .12 68 4.65 9 5 566.08 66884 5.185 68 68 84.7 0 68 6 .1992 168 6 3 5. . 4. 2 6 6884 854.9 68 4.16 6688568845..321.566 1668 8 .48655..513 .86 6 9 . 5 8 4 6 5 6 4 . 4 8 783452. 265.87269588195.7 56.585668 6 ..619 . . 4 68 .79 . 5..737 4 66884 68.5608875.3 8 658.6768 64 4 66885 66884..6145 4..5180 8 8 6 8 8 . 7 6 4 4 3 5 5 8 4..0 5.4 6 66884.1266884 3.84 68 .52.8855.8 5.0 5..850 66884 6.843 4 5 5 68 246 66885 68 68 68 68 6 85 6 .1658.637818.6628. 58. 5.68 6 6 . 55 7 7 . 8 9 3 4 68 9 658.168 6863866865.2.175 7 7 .37 5.7 54 5.0 6 6.4 ..946798 4.3 68 1866.2826 51.14 .6188 70.97 3 844..408 .14 768 85.4 68 4 8 8 . 0 4 . 8 4 6 6 9 8 5 6 1 4 5 6 .18 4 .6831 6684.5 . 6 . 6..345 80 8 8 FOUND PK NAIL 4 8 5 6 6 6 6 86 1 8 6 844.4 68 4 3 52. 4 .04 8 68 6686 .96 8 6 8 3 6 . 5 7 4 6 0 . 0.35' NW. .97 8854..065041 668854..505.6.805858648.668846.86881484.5.897 5 8 5 .89 .06 4.1 658.35 66.34 66.886 4 .04 7 26 0 84 36 585 68 6.786 6817 5.284.0 .969 85. 060 668 688446..84444.6..8482744..8366688648844.8 .67 268 3 .0 7 68 668.40 9 88 668 .6489 6 68.26668658634846.908678854..0668 1 14 87.3 8776..1817 689 .40484 6 0 . . 4 6 6 8 8 2 6.3 7 7 . 6 8 3 . 3 368636 . .096 .2 668 3 6 8 57 5. 85. .608354..5 . 6 4 8 7 6 68 6 8 . 4 5 4 8 1 4 3887 87 .31 73.3857.1 168 65. 68 6 85 6.6684 4 3 . . 9 6 5 . 6 9 8 . 6 7 . 9 5 6 6.7487 5376.86 9 .23 6 863404 6 84 68 854. 68 6.61 8 68 06 4 ..6176868 88546.6.648985. 80 87 6 08276. 8.66 7.387 5.6 68 6 8446..5150 .0 .74 6.642 666.65 68 16768855 4.8 6648. 88 61 6 68186..569871568 6 467.35 84 4 8 8 6 6 . 0 2 6 7 6 . 6 . 8 . . 5 7 6 .7 8 8. 37 7. 8 4 8 68 4.6 66885 .788 7 .15666668884.6 68 7.12 68 68 688 6588 66888.7.86287.676 68 8855.28855..735 .47 .11 685 86588.50854.15.59.0.6605889041 75 6 . 8 6 4 5 2 6 9 6 8 6 681 8 4 8 6 .0766188 4..8 86. .7 686 4.8 5..72996 566..0429 8.72 688.006 68 3876.9 5 8 37.46 8 6688 844.9 542824.33 . 7 8 1 85 5.4805.0 4 4.98 . 1 7 9 6 6 2 7 5 6 6 9 8 1 6 . . . 8 . 6 6 . 6 5 . 8 . 8 668 5 76 8 .1 8 86 68 668 68 6 4.868 668 68844..5934..0560485438.68 854.6 26 68 68 688 668 .178.0.90068 .14..8474 68 6 3 668 .381 844.9 43.2558 6..063 .48 .21 68 6.1 06 8854.9 686568855 7..06168.08668871 58 44..832 .446.6082 66885 2 68 85 685 1 6 . 8 9 8 7 1 1 6 . 6 6 . 3 6 8 6 4 8 0 1 6 2 8 8 844.9 8 .7 0 4.9 855. 6.0 6885 68 6887.67838..84 5.5 19 4.5 6 .469 68 6..070 .147 4 685 68 5.368 668 .875 668.56 6 68 6 7.38767 68 . 66885 1 668865.7 16 68 4 660810 844..497 .83 4 8855.4 685 6.2 67. .02 86 77 5 8 0 6 8 . 3 . . 6 0 87. 1 6 1 . 8 6 6 68 7 5 5 . 8 4 5 5 5 0 . 9 8 6 6 688 8.2 6 835 6688549.844..498 44..400 68 68 .01 68866.0 65..28835.8 6 .00 6.7 5 8 6 8 0 3 . 6 4 8 8 8 8 6 8 2 6 1 6 0 9 6 5 8 8 6 6 66 6 6 6 6 465 6. 6..174 2 85. 68 .2698854..6 7.5 .758. 3 3 8 68 68 66885 6..0 5 6 .53 8 .6248 72678 8868 .32 .61 6..501 6 8.1 6.0 .1 66886 6.685 5..1654 84 84 .76183 1 6688636 .6188066..3 6 80 0 86.6668866. 1 68 .94 68 6837 6 6 6 7 5 4 8 . 1 5 7 9 6 8 7 7 6 3 .3 6.5111 9 68 0 5.4668 7. 6..2 5.6 6..945 68 .68 68 .87 68 66588233. 68 66886 6 8 3 6.1 0 8866. 3 968 0 66886 .758 . 68 685. 65.38 54..1666 7.52 7.4 66 ..066768868 4 83 3.9 4.184.4.554.09 686 8 5 8 7 7 8 688 2 6 8 8 0 6 . 8 1 6 6 6 9 8 6 4 . 2 6 6 6 8468 6 6686.2 6. 7 .5 6 .5 .6 46 7. 38 1 1 6 68 6.86969.7876..28836.69 686 66886 686 678 87. 5.7 44 8854..26 .89 5 .94 68 .99 .29 626 64.67 6 1 .39 68 6815. 8473 82 68823.8.94 88668.0 6688 68 .45 87 20248 8.788 8 . 6 0 6 6 6 . 8 5 6 5 3 . 2 0 . . 1 0 45.5 .134 682 . 0606. 0686688. 76..7 68 6 .688.96288 6 8 6 826 . 883 6 7 . 2 5 6 7 5 . 6 6 4 5 6 9 . 0 2 6 1 8 8 6 0 8 . 6 6 68 6 1 88 .8 6 83 688666.18 3. 68 66. .8856.68 .4854. 44 681 6.67 4.0 6 6.9 68 68 6 668 68 3..616 82 682. 3.12 683. 2.97 68685 6685 685 668 5 68 .27 6.768 5 1 668833.146 8 6.8 68 9 6.37 686 26 68 ..3705 6 0 8 . 3 2 2 8 . 6 . 8 3 7 9 6 3 .7 9 6.8 86 6 2 68 2 2 9 .50 668822 862066.5882.61 3.0 66886. 6 ..7912 2.9 5 68 4 8 6. 6.1 .0 5.685 0 83 68 26.066 888 4 6868668 6 3.4 2 682.682 68822..6502.69 8 .30 ..3964886668.876. 668888.7.96 6 3.4 8 6 0 6 2 8 6 5 8 9 668 82 .6288 668 68 2. 68 5..169 ..01 688 6 .97 683 68 8 2 66884 .08 3 6889 68 2.7 8 0 63 6 .24 .34 68 66885 2.7 84 688.266..84 2890.30 86 8 . 7 6 8 . 4 6 6 . 4 1 2 6 6 .795 6 6 83 3 6 6. 82 2 668 68 8.9 3 8.5 66885.6 6889.1 68 4..730 6885 6 66884 5..062 7 127 9637 1 3 .61736 852.5.0 8 6 6..619 5.966..1 5..836 .984454..6 656.78.42.0 66886 686688 8.6 66885 684 66688 6688566.888770.10 68 68 6 2 2 0 0 6.226 .11 .31 .5 9.3 8.8 66886.686 89689 68 68 0 6 7 4 5 85. 5.4 4 1 5..400 6 68 9 72 6..058 66885 6.6 66885 .218 5.67..28 68 8865.7 6866885 9 .076.3110 6 4 7 6 8 1 8.9 6867.07.1 8 5. 68 4 68 686886.0 8 9.0 6 . 2 4 9 9 8 6 1 .77 1 6.30 6.1 9.58468 6 5.9 85 5.9 686.368 66889. 68 6 68 68 4 7 9 5.4 .9305 7.70.0687.09 611 60 7 68668855. 6863187.70.FFE 7.07.0 65..172 ..606868 8 6 6868.10.03 8 66 66885 7 7 687.09 6868 .93 FFE 6 8 .9.3624 68 6..396 88565.8 25 66885 6668 0 95.909. .08196.89 68 4002 86.5 67.5002 . 0 3 . 6 6 . 8 9 6. 6 . 2 286 6 6 7 668825668866..507 5.9 668 6.4 2 6..380 66886 468 1 .94 0 6886.366885 4 . 0 6. 0.089 6 66886 69 6 62 4 .25724 7.0.1 4 .75 66..84086866..3 7 68678.770.212 HEIGHT 9.889 .0664088 46 668 1837BUILDING 5.8 868 . 66885 8 6.3836 85 .80 6 7 9 6 . 6..842 8 6 5..3849 8 2 6 9 9 6 . 28.3' 4 6 68 66886 687.14 .107.1 .04 165..2 68 68968 5.15 87 68 687 0 .73616866.886 .78 6..6169 16 68 6 . 8 7 .75 FFE 5 . . 7 6 7 1 6 6 BUILDING HEIGHT 68 6688 68 8 .15 28.989. 89 68 6688637 .472 87 8865.9 87.658 6 6 4 8 51 08 ..71 7 13 27..4892679..9.4906 6 . 6 6 7 0 32.1' . 7 . 6 6 6. . 6 8 68 5 6 78 687.09 0 82 68 73 6 9.7 9.89 89 6.7 6.6.71814 .36718 668 6688 7..2885 68 09 687.11 6.1 5. 6.88068 6 6 9174 68 616 9654..39 6 37 FFE ..5020 9468 868876.9 5 86847. 8 9 . . 7 8 0 8 68 68 8 6 9 . 2 6 7 5 8 8 . 6 8 . 6 0 2 6 6 . 6 6 . . 6 . 6 7 83 FFE 86 6.72.640 6 7 4688 68 6 281 .072 6.7 2 66886 68866.4 876..283 0 6876.8668.76.67.97 229876.7 8166.487668. 6 76.3 6 6..847 6..4896 68866.6 6887.0 6 8.66666.6 0 6686..8400 ..268180876..7668 866.6788466.624836..6299 7.0 6..8 686 6 5 6084 5..841 6 66886 66885 49 .06 6 76 664 66885 96 6.623666..828666 668 668 8866..17 9268 68666866..8479 688866..849 . 6 7 6 4 8 . 8 66885 . 4 4 5 6 8 4 8 . 1 8 6 6 6 6 9 6 2 1 . 8 1 1 6 5 . . 0 6 6. 7 6 6866..2 6..61 6886668 6 68866 866..6 6. 68 7 7.028.78 68 ..8369 22 66888669.3766 6 .19 6 668856..4151 6.9087.1 68678760877..30 58.865. ..2762 147 668 668864 6 02 6 86 6.0 8866 68668 6..1623855..73968 68 6.1 6 .9681 8 6 4 9 1 27.8399. 66588.765 26868 6 8 . 6 6 6 6 4 6 .0 95 8 88 96.38698. 96 66885 668 9 40 6.1 86 685.68 8 68 68866..1..3231 864 668866..3 0 4 7 6 8 8 6 . . 6 0 3 0 4 5 4 7 . 5 6 6 . 4 6 6 68866 866..3 0 0 .488 6..0 8866 .85 685. 618 6..498765.9 7.8 68 6 668 6.1 7 865.9 66886 66 00 85 9 66..06885 668 865..483887 5.57 68 6..496 68 4 .16 93 668 65..8 68 66885 686. 6 50886..506.65058624 866.246636088 6 4927 6..3971 7585.9466288 06 6 . . 0 . 6 . . 6 1 8 6 6 .18 .1 8 5 . 9 6 5 . . 3 4 8 5 6 6 0 66885 6688 8865..968588.965..9 89689 8855.1 68.6199 668866688666886668866..1..7222 68668.883666....1062 14 .484 6.638899 17 6.2 .26885 5.9 686. 8 6 6 6 3 2 3 6 . 6 6 8 6 8 0 6 5 2 7 8 6 6 6 . . 9 6 6868866.16 6 0 0 1 6 4 6 5 . 8 6 . 5 6 6 6 . 7 6 . . 6 886 6 .6 66888666..82 6 6..494 6.2 8650.8 .475..2167..1 885 162 5 8.6650.7 866.1 668866 66885 3 09 6.6608 2.131 66885 68 8666.81 .3818 866.80866668866 66 68865..7 68668866. .05691 6 .337 666.18 68 9.1 9. 68 866..722 2 6 0 60 8865.8 6..4917 6.00 668865. 6686.661876.23 79 6..76248 68 0668856 68856. 68 68 8 6 6 6 4 5 . 7 6 6 1 . 2 6 1 0 . .248.9 5 8 . . 6 5 2 8 . 76 8 6. .8206 .9302 6 ..2861 .85 8866. 668866 6688 6.3 8865..27 01 6.985968 88265.7 .8686188866.4.0 6 .44 668865 6 . 5 6 8 4 8 6 5 5 6 8 9 6 8 6 1 3 6 6 5 8 3 . 6.766 4 668 .220 8 .1 6 8 6 68 688 5. .841168.8269 6..166 6.1 6 5.8 .5 0 6.18866 47 68863 4.9 9 68 7 865.8 68 1855. 86 588.6.7518 .73 8 9 6.4 68 668.8576.78..1026866.6 666.898656.1 68 6.2 .50 6.1 668 85.9668 6 66 1 685 6 68 6.2 656286.0 6 68 8 2 6 8 0 2 2 9 0 7 8 6 2 8 3 3 6 0 3 . 7 6 8 8 6 6 6 6 .8 865..5 .2 65.7686 4. 5.4. 7 6..61 FOUND PK NAIL 66885 668 6868 4.6082 .96886 4 .8401 68 .68866886 865..39566886 6.14 FOUND PK NAIL 5.6968855.73 566..7282 68 685 8 8498 6167845 578.65 .10 0.40' NW. & 0.02' .58 1 8 . 9 5 6 0 . . 1 . 5 . 2 6 8 5 0 1 2 5 8 . 6 6 1 3 5 8 6. 6. 6. 0.37' W'LY. & 0.14' N87.857.2 385.7 68 6855.7.7204 962 9 9 4 668855.66 68 68 689 865.8 68 ..94096 6.5 68 68 68 .72 . 6.4 6 6 26.36 .5006 668 5..848 5 1 5.7 68 68 6688855.575.76.7588055..6 85 68 66885 67 8735.868 66885 .79 6 .83 6648866. .658 6 6 1 8 5 6 6 7 6 7 1 8 1 8 8 6 . 0 66 5..55 6 76..6 66..7.277 5 68 6888666..5.00 7668 682 6.6 ..8317 68 66.1885 6885865. 306 .32 68 668 .0654.53 856..3 00 00 90760885 09 6.6 68 6 6166688865..7 5.73 668855 086 3 1 825 686 .18966.08.1664. 86.15812.50.6. 165..8404 5 8 9. 3 4 68 2 6 4 . . 6 6 9 6 7 5 8 7 . 8 . 0 6 6 4 7 . 1 2 7 . .9867.988.768 . 56 76.83 688278825666887555 ..16 64 6 5 8 8 2 4 9 5 9 5 6 7 6 . 4 6 . . 8 6 6 . 5 8 9 8 8 8 6 5. 6 . 6 .30628186 6 6 .5662 6 6 6 68 6. 68 6676. 76..1 5..3 862 68 6.3 6 68 66885 6 .6 3 86 683 BUILDING HEIGHT 6 . .64 76..68168876885 66.6 68 6.1 66868.6.503826.566.696.70 66886 6.855 6877.66887 6 6 7 7217 1 7.1 68 65861 68.6658 8 . 6 5 8 8 . 6 6 8 . 8 32.7' 6 7 66..1 86.69 8.8 .83 6 5 1 6 666878166886 85 7 6 5 686 .70 6.84.116.51838 8 6 0 68.787.0 .89 92 7.2 6 2 . 8 6 . 8 2 6 . 8 2 7 3 6 2 9 6 .62 6 6 6. 6 .736 87 7. .4 6 686.69 0 5. 5..9 988.920990 .60 68 6 6 68 6 66688.168 727 0.24221 5.5 866. 68 66884 68 5.2 7.7868086.3695899 6286.85 6..496 .56 FFE .152 68 66866..73532 68 68866..2668866.0 68 6688766.868896. .00 7566885 685 665 68865.7 2935 88 .726 6 . 5 . 66887 87.26886.9 2 7 6 . 6 6 8 5 686.67 9 . 6 9 6 2 . 6 6 7.3.6320 6 5. 86 5. 884 68 5. .858 1 66886 66885 .67FFE 68 .2669 6 1 7 68 855.3 0 7.12 2 .6 6 7.5 2 5.1 2 4.4 68 0 87.1 687 86 .96 964688865.0.54 8 4 . 8 .841 9 6 3 5 . 66887.351 871.8 3 6 5 6 5 6 1 4 8 0 6 5 5 . .62 . 8 886.3 6 6 9 5 8 0 3 6 7. 6 . 4 . 6 6 . 1 9 7 8 6 1 8 7 8 41867.27.2 .683.46 8 4 ..6 6 . 2 5 6 6 6 8 6 66885 .90 07855..2 . 6 8 6 8 7 8 8 3 3 6 5 4 . 4 6 6 686.68 1 687.4641668.868768 5 6 308 6688 68 4.35 85 6.7 6 845..81 65..38668 4.3 41 4 4.8 8 .91 .91 6 98 84688524.5.90 5.7 68 FFE 74 686.70 668876.6.498678 .1.270.98 .57 68 8 6 .20 8 6888.8.37.44 6855..8676308984 5 . 3 8 . 5 6 7 8 . 9 4 4 6 6 . . 6 6 6 0 4 6 6 68 9 5 .4 68 687..487787 8088 68 85 68 .30 FFE 6885..876 7.3 6.068 6.6 6.68805.39618 85 668874667826687. 6 6 5 .21 .12 684 .49 .755.840 5.99 6 68 618 6866.50 68 6886.46.66548865. 7 6 5..5007 4 5 5 5 6 8 8 8 8 68 8 8 0 68 .56 6 684 6 6 6 . 6 7.87..6 686 66..093 6885 4 5. 5.8 .721 6.6 .94 7485 68 66887 .183 68 68 .566865.6468865..4956 6855..158 8866.2 8 85685. 6 2 0 6 0 8 6 . 4 6 1 686.73 2 2 6 . 8 8 3 2 8 5 6 8 .51 8 6 9 2 6 .2 6 8 8 6 25 .31 6688 .3103 688 5..620 85.5 85.8686. .80 68 6.57. 87 3 6246..386 5..61 FFE 88. 858 6 6 84 1667885 .45 8 68 68 .658076.287366.885 2 66885 5033 6 . . 2 STORY BRICK 6 3 7 6 8 1 6 . . 5 3 0 68 6 8.548 . .3 3 38 7 66 4 7 66885 1 4.6 8.1 68 668.62 686 68865.8 85.54..7362 7.061 2 BUILDING 66888. 603 4.6 68 6.0 68 6 687.1 6 66885 5 ..9540 .25 5.7 68 686.72 68 04 68 6 68 6 .59 7 . 8. 5 8 0 6 2 0 8 7 6 8 7 6 . 9 ..5 8 1 87 6 8 8 6 66888. 4 . . 3 5 6 6 6 4 FFE 5 7 5 5 4 ..9 6688 8 4 .0 368 6 6 .78 8 6 6 7 5 85 .3 1 838 68 7.093 1 2 668 85.5.1606 .48 8.0 8 2 8855. 86.8 .65 65. 2 ..3800 4.64 68 23 6.7 6 66881680.6.9 686 6.1 85.8 66 . 8 4 8 5 2 7 8 8 8 5 6 8 4 8 6 8 6 6 6 6 6 668 65.5.9 6 ..166036 68 76. 9 0 6688 4949 66886.558365..5 68 7 .07 .24 4 .70 6.2 6.3 6 5 86 86.05.85 5.6895..9500 77 668865. . 5 685668 47 84 . 0 68 7.6287 6 . 6 68 6 8 .15 5 5.8 8 8 0 5 40 .5 5. 8 56. 885 4 6 6 8 0 6 . 6 8 8 6 4 . 6 8 6 5 8 6 6 6 . .23 3 6 68 5..846 5.685 6.1 66886 685 68 88 .065 7 6.9 .93 3 8 2 663885 68 6 68 886768.5 9488 7..1600 876..170242 .50 6 .48 7447 .88 . 68 .18 . 4 6 9 4 7 5 7 . 4 . 6 6 3 9 6 6 6 7 7 99..2195.06488 1 8 8 5 8 7 . . 9 8 7 6. 6 8 876.7 6.6.0 6..2 6 8 886 668 . ..0 66..1 6 8 8 8 3 6 8 6 6 6 6 6 . 8 6 6 8 6 8 6 748 6 66886 6688 6 668 68687 6 68 68 6 68 68

MENT

.25

ACCESS EASE

.940

6 .5 7 8 5 5 6.0 68 66886 68 66888. RIM=686.06 3 .47 5..950 68 FFE 8 STM 85 65..495 668815 6 5 8 8.7 68 .5 6.883 8.0 5 4 IE 12" S=681.88 00 8 .72 6 685865..1606 3 6 6 3 8 . . . 6 RIM=685.86 6 2 8 8 . 4 4 5. 27 8 2 6 5 68 68 68 66884 65.5.9 66 ..166036 68 9 IE 6" NW=682.61 0 6688 49 8865536..5 IE 12" N,S=680.42 .30 6.2 7 8865.4.9 6686566. 885 7 #5786 4.7 6 6 8 5 7 8 5 8 8 . 6 0 6 66 .4050 58 .4 6 5. 5. 6.1 5 . 68 6. 68 INLET 6 68 .23 6 68 6886 685 68 0 688 8 76..055 93 8 88 .1600 7..1770 4 4 76 5 4 8 8 9 . . 7 . . 8 6 . . 9 .235 4 8. 4 7 6 4 7 5 7 8 4 6 . 6 RIM=684.24 88998.19.068 68 3990 866..501 866..619.789 .256698866 66886 6688 8876..27286.76..05670 867..728 68 68 22 . 6866866.34 4 6 8 . . 5 6 4 9 2 7 6 5 5 6 . 668 866.2 86 ..949 6 8 6 66886 .144 ..4391 6 40 1 6.7 86. 62 68 8 5..618 55..3 68855.54..9590 5.6636568885 66 668 6 68866 088 .216 7..2881 7 .6 7 6 6885 68 6..8 9 .492230" NE=675.20 ..0558 855..632 68855.4.0.3878 .046618835 6688 6.768 6686. .IE 6 66886 66886 3 76..5 68876.7 66886 885 445 .5069 6..6145 668 68 .76 66 6 68854. 685 55..61 466638865. 5.6266088865 8 6 9 9 8 8 . 5 6 6 . 9 6 6 9.0 5 9 6 . 8 8 2 8 6 6 6 69 99 6. 6 668 .1 60 668 68 68 48" 7 68 686.688666.4.64.242 IE .85 686. 86.9 ..6148 855..83368855..4 66885 6688 8865.5 S=674.60 3 2 6 1 4 6 5 2 . . . 6 2 4 5 6 9 8 8 5 8 8 1 6 . 8 8 5 .82 66 6 69 4 6 668 66 0 6. 68 5 6 865..051 68855.0 668844.#5399 68 2 8.5 31 .63.7366.212" 68 5.7 5.3 0 99 7..719 485868IE 68 6 98 668NW=679.94 4 6 68 68 9. 68 .56 8. 66887 7..9309 5.0 .83 ..86586397..6.30662876.60868865..27 85.5385.2 8 6 4 6 8 6 .876 6899.4268 6 6 7 7 8 INLET 3 6 8 . 68 2 8 66886668866.46817.1046 7 6 6 8 5 9 . 8 7 6 6 6 1 7..4 .83 66887 6 26.4 .3.36.2 84 5..721 1 66887 8 6.866886668 662885 5..6151 6 RIM=684.56 28444 877..945 87.4 68 6 656 5 . 8 7 5 5 8 7 3 686.77 6 7 8 6. 316 5..2 668 6688877..3 66 6.555 .4 6.2 68 IE0 10"1 S=680.76 .70 .72 8 FFE 66886. 6686668..64.42628865..9.854 66885 6 68 85 899.53 8 4 3. 6 5 9 6 0 089 5.2

8 0 6 0 5 2 .0 7. 68 686.85.8 85..658955..950 68 687.687 0 4 6 6 85668 .846 3 .655.8 .1 9 6 855.4 85 68686 .89 686. 8 8 6 8 6 7 6 3 4 2 .1 68 7. .7 .3 3 688 .507 6 8 686 686 83 9.6 8 66889.1 66888. 5 8.3 9 755 795 .46 68 88..73768888..3 68888..2 8 8 668 68 6 6 3 8..616 2 95 4 3 .959 668888..6122.6106 5.7 5. 33 .327.47.18455.4 68 68686. 88686886.6368 662888668888.90 6 6 0 1 8 . 6 8. 688 7. 8..519 68 68 6888 776 3 . 8 8887. 2 9 866 8..496 8..734 8 6 668 .5 6 8666.14875. .280 87..281 .6668287 66888 8 68 1 2 5..609 84.9 684. .904 887. 668 88 6 866688865. 6 34 686.75 8877.4 6658 58.455..832 66885 6 67 6 4 3 4 8 6 4 9 8 . 4 3 0 1 5 6 3 3 6 . 6 6 668 668.5588.3816 .1 9 .3 4 0 3 62..6866 8. 7. 8 7.6 FFE 7..947 6 68 887..075 68 6488 8..720588.587.688666.89856.6462583 866..61686.1686 68 668866.6886.66368.8.32886..169707 7 8 668847 47 48 876.51 .6143 2 668 3 3 ..39266888 6 6 6.6166.662..692.862.1 8..388 ..6271 668855. .3 87. 87. 687. 68686. 668 6 .375 8.9 7 9 2 8 5 2 . 3 7 2 6 7 6 . 8 5 . 66887 8 8 6 3 8 6 86 686 8 6 6 8899.2 68 6 1 . 28918 686.78 87.7 88.668 8 4 6 8 8 6 6 6 9 6 3 0 8 3 6 8 . 6 6 4 . 668 6 6 6 5 .6 6 7 .. 6 0 68 5.4 FFE 7..836 68 855.1 HEIGHT 4 6866886666.88506.68856..4 .98 310 6.6 44 3 6BUILDING 68 .299 6887 881 .6154 965 68 686686.68.639.6208865..833 5.36658 5.054.88 4.60 84.6 684 68 8887.7 212 9 ..72746 68877..49 .74 8 . 6 0 8 6 3 8 9 7 4 1 20.9' . 6 0 6 . 8 8 8 . 6 0 . 6 7 2 4 6 7 6 967 8 6 9 6 6 6. 6 46 6688 7.8 88 .97.1 269 04. 0.1 7.9 687. 68686.426608835 314 .707..468 688867..9 .65 68 6 5..620 88689 9.6 699.969 68 68 1 .363 87 6887939 668865 55..6102 684 ..0413 668.7658.4606. 8865..8 30 8876.9668 6 1668877..3 8..28680 888..051 6 68 68 25 90.1 7 2 8 6 . 6 . 8 2 8 8 8 .90 7 6 6 8 5. 8. 2 77..18674.98 6 6688 68686 6 690. 69 .18 668 686.988 66885 6 66887 406 5 57 4 7 6 6 . . . 3 5 4 1 7 6 6 8 9 . 5 . . 3 7 96.48 6 87 16 .42887.9 6 0 2 6 . 8 0 . 8 . 2 8 2 8 3 0 . 7 8 . 9 6 9 7 6 5 0 6 8 9 6 6 8. 8 8 50 63 .34 8 10 4. 68 6 .21 1 708.6.63210 5.9 68 4 6886..226 9 6460887 68 66 8 .284 36 68 5..1 .86 9 .86 .16 9 66887 6 4648887..6 68 9.8 90.32 0839 8 . 8. 68 .976 5.3 865.8 85. 5..72 66885 684 .99 8..629 8..73 9 36826 .267 ..734 85.5685 686 .7 68 .60699000.3 6390.6 96.28286. 886686888 0 8866.4 6 254 .464 668 76..278987. 6 68 84 0668 6 66885 .2..03898888.08..4084766.58866.4.69680855 6 66888 .67668886688 6 88 0 2 6 4 6 6 . 4 8 4 9 8 8 . 6 0 9 7 8 ..5 876..7 876. 2 0 8 8 8887 6 6876 6 85 8 6 8..6 2 6 8..507 6 . 1 STORY BRICK 7 5 . . 4 7 8 5 4 9 5 8 6 5 8 4 . . 1 2 7 4 .0 66 6 6 66.7 66888.45 6 66886 668 2668 .82 87. 069 66887 68 74 5 .91378 .734 3 ..6188668855. 68 9.2689.8 6 7 8 6 8 . 5 6 6 2 6 8 9 3 7 7 . 1 6 9 . 7 5 5 8 BUILDING 5 8 4 . 8 8 6 88. 0 89 8 .063 668 6. 6 7..49 7 68 6.1 9.7 89 688..65046 6868 6 .583 5.7 668 .50668887.48 6 68 63 68 .289 6886 .09 9.8 68 .57 6 855.0 88 . 0 68 8876.7 6 .90 .73 .91 968 85 ..61 76 84.6 456..2725 .26668 5.04 88 28877..72 7.51946 9 156 8581 .1 . . 6 8 6 6 6 8 4 7 6 0 6 6 6 1 8 2 4 6 8 8 5 7 6 . 5 8 67 .5 231 6 0 386896. 88866..38586678878. 5 68 8 8 9 86.7 8.9 8 8 6688 2 8 2 9 6 6 877.4 . 8 7 2 ..169 877..506 7 . 8 3 6 6 0 6 4 . 6 8 8 . 686.72 . 6 6 2 2 . 4 4 7 8 . 6 7 6 .7 1 0 7 6. 7 668 668 8 8 .5435 5..62 5. 85 6 8 68.87 7.8 .9320 4.7 668886.088 68 66889. 8.938689.689 68 65 .706 6..614 .365886 268 876. 66888 226688 2 FFE 7.373.4628866..256.678815 68 6 855.2 6 68 66886 687 6866..721 6687..2711 687..54 688.65866668877.8 8..87. 6888.8 7.6 .12 60 6 6686887. 6686685 8 0866888 .817 56 .23766308 8855..613 6698 747 6886 4 687 .64 8 8 9 6 1 68306 . 68 . 6 8 4 . 2 6 . 6 5. 9 6 9 6 7..274 6 .70 .0687 1 7 8. 6 8 7 .2 66886 86.9 8866..2 .507 3 168865. 68658855..2585 6 391 8 274 66885 7..37 68 68 68 6668878.785..51.6580 .807.8 5..7622 66 8 6 855.1 8855.0 .37 .166.18676868878.7..863 ..9 68854..9 668865 8..403 77..513 .180 66886 6.3 6 6 7 5 878.1 890876 8 8 0 6 6 2 4 6 3 8 0 8 6 7 7 7 8 66888 8 66 6 66 2 0668 668 .2 7 3 .3 6 1 ..3 787 8 76. 6 1 . 6 . 2 8 . 686.68 6 . 0 . 6 . 8 4 5 8 7 6 8 6 6 4 5 7 6 6 6 6 . 0 4 7 6 3 .8 6 8 7 75 67 7 6 0 1 3 668 6 8 3 7 6688 68 68 68 68 66886 866..9564.88866..848 5.254..9 FFE 7..628077.638678877.97.5..4944868687. .92 5.6 5. 6..941 66..7164 6.7 6. .305 .404 31 6 668 7..173 6 .396 1 68 688 . 668 68 668 6683857 668 688 68 66886 68 68 86 .28054.8855.5..62 4 6.88568866. 66886 668876. 79 6 12 .978197 .65.38267384 .46 7364 . 66..613 8 2 86 6685.96.6058266888555..4367385 666..1.506.6943782 . 1 6.6618 8 4 7 6 . . 7 8 9 4 7 . 6 5 8 0 . . 87 6 7.6986188..121 0 8 6 8 5 8 5 66 . 6 .593 8 6 26 8 7 8 6 86 .36 68 66885 .52 6.3 66885 0 .51 8 86.08 .1 0 6 66884 5..06914..9571 90 87 805 0 6.9 6.2 6.64 ..3822 66.88514.9 668855..3163 668 269876.190 6 8 4 6 . . 7 5 6 8 6 8 8 6 . . 6 4 6 4 8 6 8 5 6 1 1 4 9 8 8 8 5 8 9 8 4 5 6 6 8 7 3 7 . 2 0 .0 .0 6 38 .3 68687 6887..49618 7..2 68877. 6688 66884 .39 6 68342 7 6688 .605832565.6.71 6855..00 8865..68866.0622 AD 68 6.3 4 6 12 87 55..3 66888 68 877.4 4.2 .2 8.7 9. 90 689 688 86.76 7.9.886698 66887 6 ..8 .4 EC 66 68 .9 4 6 . 8 56 8 3 KER RO 7 6 5. 6688 68 688.45 6 66887 668 7CH . 7..618151 .20 OLD 68684 58 68 68 6 6 68 6688585656..728.98671818855.466 688.44 7..3897 3668877.754 6.0 686.00 86.0 68 668866688766.9.549 7.0 7 8158 5.7 8.3 93 8..6 .6.0588653 1 8 . 8 8 . . 0 5 6 8 . 8 0 8 6 . 9 4 2 7 6 . 9 0 6 68687 09 8 0 6 3 . 9 8 7 9 5 4 7 9 2 . 8 9 6 9 7 6 6 6 77 217 .7 6 . 876. ..3 ..5 ..4667668 668 4 4..991 68856..049 8 4 5 6 8 9 8 6 8 8 8 7 0 4 7 4 5 8 6 . 8 8 6 6 6 8 6 .87.98.77.8 98.1 3 6 5 5 4 6 6 7 8 8 5 6 8 66885 .918 88 748 86 66 6.8 026 6885 6 6 5.6 . . 668885.53..3 3 6 . 4 5 8 6 . 5 7 8 8 6 6 0 8 6 8 . 5 7 5 5 8 7 5 8 2 7 1 6 6 0 7 . . 6 6 . 4 3 1 . 877.77.1 6 6 7 67 0 6 5. 1 68 26 8 16 .94865 6688 6887.547.557.6632688 68876.88 68 494 885566.2885688755..55..3871 04 68 5.57 55..618 .3859 68 3 6688768877..1 6608877. 5.266885 855..71558..6144 .0661885..1684745..504 8 6 8 5..99618655..7785 ..4968 8 5 6 . . 6 3 8 8 1 9 2 3 0 8 8 1 8 1 . 9 6 5 6 0 . 8 8 6 6 ..242 1 85 0 275 8.0 88544..616089 65.0 766.68 1 0 91 4 6 887..5 6196 78.06 6 8 3 8 6 6 . 2 6 . 8 . 8 7 6 . 685 628 .7 8854 5 6 8 3 . 1 6 5 . 7 7 6 6 7 . 8 6 . 5 9 8 66 668 8.674.65.5 6 6 4. 4 8 7. 668 5 56 6 668 887..7 7.68882 68 66885 .40 68 68 4..846 0 78 6 66884 .89 5.2.05659.046 936 66886 5 8 49 1 1 5 68 5.1 1 64 5.968 6 668 361857..02.0284 5 668843 18 68 68.998 66884688546.586844..4 6 300 2 7.0 6..95 6.085 8 8.87.8 0. 2.0 2. 0.4 .568 45 88 78054..0781 4..6668944 68 59.346 4 41.4040 76 6 68 66886 ..3884854..2970 68854..888754..190 .617 .1 84. 8 8.056.8888271.6.6888686888878.7..0.839964 3 5 . 65. 856. 8 6868 69 69 69 . 1 5 4 6 69 688 8 5 4 4 4 0 8 4 . . . 8 8 8 0 8 6 6 4 . 4 5 2 . 9 5 3 8 1 2 9 6 8 6 6 6.0 .148854. .513 1 084 49855.8855 ..1 658. 65. 6..49 . 8 68868. 8 668 ..7 8 660898887. 6 .96 . 8 7 8 2 5 8 6 4 6 5 8 2 6 6 . 7 6 . 4 5 688668.085.698 6 6 8 2 6 4 3 9 2 2 5 5 6 9 8 8 8 88 4 66 66 6885 .501 68 386884 66416 5 45 8854. 4. 4.96 44. 886 6 7. 12 2 .6604 8 . 6 9 4 5 8 0 6 8 . 5 . . 8 6 . 6 8 6 8 6 8 6 4 . 8 6 0 3 5 1 . 6 6 6 8 5 6 6 1 2 5 . 9 3 6 8 5 68 5 6 866. 8 5 8 7 .7 688877.. 8 6888. 8..281 0 668856.5166.857 6868 58..36868184 66856.856.845. 5 6.1 8.7 0.2 2.0 .80 64 6.16.0 .928 294 7 66886484.1 668 .36 6 85.4 668 .5014 7..171 68 5 668876..2795 7.37 6 66887 6 067..2821 6 76..059 4.4 HEIGHT 2.6 68 685. 85 BUILDING 5466..828749 68 69 69 691 690. 88.6 68688 68844.6388.484.4.53 66886 3..709 0 85 6 . 8 8 6 6 6 6 6 8 . 2 6 8 6 6 8 8 8 6 . 8 2 6 8 6 6 6 8 0 3 5 3 8 6 9 2 8 5 0 3 5 3 2 6 8 6 6 6 68 6 6 1 . 8 668 6 0 6 6 5 .2 9 644.2 66887 .93689 49 858 6..4 .511 68 .40 66688876..7 .239 ..638830877. .7 .46888..05 887..280 7 5.6 854.8 8 4.6 4..4641..15 20.6' 4 735. .57 6 6 66885 1 6.68618 .1 8666881 8855.1 86 6.376..0547 9 66688.6.662.70 6 876.668876 6 .008286 688132 668 .226 66884 010 54..066 3 5.64 .506.6380984.9.9496088 6 6 8 8 54..1676856. 6885 7 6 68 646826.68667858. 44..729 6 8 8 6 6 . 8 . 6 6 . 8 8 .0 8 .8 668 7..057 107 5 .0 6 .3 76 8 68 68568855.456.6168284854..8 .36 6 6 7 6. 86268 .752 668 .5180 68689 668888 8.0166887 668855..5075663638856. 86 668866887666..8587 68 68686.53.964 684. 6 68 .466 8844.2 2 8664848.4.045.6 6.0 ..618 .728 6 8 4 5 8 6 8 3 5 6 0 3 8 6 6 1 . . 6 6 6 68.71 6 9 5 6 668085 855..9235 .53 6.1 8 .5004 9 .56 6 4.6 44..72 598 6684 4 4 ..7310 .49 68 9 0 9 92.04 3.6 7 86 .160 9 5..37668 668868844..1668 4.9 6854.56685 68 . 68 .03 4.68844 685 668 8876.6 76..15240694 8.7 9.5 1.4 1.91 4.2 ..2633 66884 39 6 68 0 85 5.7 7 4 88 8 9 6 8 68 66 7 0 7 0 6 8 4 . . 4 5 8 6 6 . 68 68 69 69 6 6 8 . 8 4 2 4 5 3 . 4 1 5 6 . 8 876. . .051 87.963 6 . 6 8 . 3 2 4 6 5 1 6 1 3 3 . 8 3 6 5 . . 0 8 . 6 7 8 6 6 4 . 0 8 1 9 . 5 8 8 . 6 668 .075 685.61 8876 0 889 6688.9650 5.6 5 5.56.5855 68 .66001 8865 1 368868 .328 4.4 68 6 4..508643..49136 1 8.0 FOUND IRON PIPE 68 55..96480855..2 91 66 66.5 8865.5 66 4 88544.7.916638 8876.4 34 6.186 44..8395.6368385 46688 12 5 88.38.9 8 8 7 4 FFE 4 8 . 6 4 . 6 6 . 5 8 8 8 . 4 9 8 6 6 8 8 6 6 . 6 6 6 6 . . 0 . 7 8 4 8 8 6 3 66 4 06 1 5 68 38 .9 3 0 8 86.00 .063 66 6 68 1 65.9 ..9421 668877. 66886 668867. AT CORNER 6883 .00 8.88 5.6 5.6 9 855..91353.2835.3266486248854.5.48..3863 5.468 5.6 6.5 6856 854.6 .575 6 0 88 867 3 6..04678 8866 .62683 668 8 9 68 68 . .6 8 68 0 68 866.5 668 84.8 6228 .50 61 6 47.87 8844.0 6887 867. 55.1..8376 66885 66 .61 13 4..6240 .02 4.10 55..923 966128 6.88866685685 668 2 6 1 88.58.5 9.50 . 8 4 6 6 6 . 8 9 8 8 6 1 . 6 6 . . 6 7 6 8 9 668 5..2855.0 6 6 68 ..8277 673 6.3 8.0 68 66885 844.1 66884 684 68 68668876. 68688. 6876 5 5 85 8 68 ..9441 66..6164 9593 5.10 5.385.2.660 ..5066668 .85 0 68 6.5 8 1 5.0 ...776966068 66 . 5 5 4 6 2 8 . 8 5 8 4 0 0 5 . 8 2 8 4 9 8 8 9 69 8 5 668 2 1 6 8 .3 6 6. 2 6 ..290 66688855 8 6.5 ..389 66884 68 68 68685 8.5 0 90184. 5..622 66 68 .537 68 8.6 12 80 1684 7.0 9 8 8854 .1668876 68 4 8.8 9 5.7 66885 .71375..9319 843.9 5..9215..06 686898. .90876.8877. 68 86.7 .968 66 54..3764 .24 68 3 7 687 6 76 6668 55.6885 8 .4168 2 66885 6688.5.397555..8182 8 8 .0 . 9 6 7 3 7 8 5 8 1 6 . 2 6 8 . 3 6 1 . 9 5 8 8 8 8 7 0 9 . 5 7 68 556688 668 6.06 5.28 9 3 0 6 . .509 . .83 65 55..1 6 6 6 4 8 8 6 . 685.63 9 . 6 5 . 5 5 8 9 0 8 2 4 8 4 1 8 . 8 6 6 5 8 5 5 . 8 6 5 5 6 8 1 6 4 8 6 4 6 3 7 .30 668 8 4 879 4 8. 668888.5 8. 9 .65 68 4.6 685 68 8.6 1 668 68844. 2 .44 76..37 68 685. 6 878 8855. 668 7 3.8 84.1 FFE 68 8.51 6.0 855. 68 7.97.9 6.74 .6 68 68 7.787 68 5..3795 6 6.5 86 6688 .699 4 .228 5 55..1 66 68 6 68 668 85.0 68689 608877.6787 68 6 6.680 8855.1855..829 8876.8 68 6 6505..837 66788 888 .626.3848484445..90..03844 3 . 8 6 6 6 8 3 6 6 5 8 2 2 6 8 7 8 4 5 8 4 2 0 4 6 5 6 4 6 . 4 2 5 3 . 1 2 . 6 8 8 8 5 . . 8 . 6 68 0 1 7 7 68 668 5..3855.1 6 8..61 8..628 8843.98843.8.4962 4.0 5 2 5. 8..508 5..387 85 6. 4.3 5..813 66885.3638626884 5..730 6 5..8312858.565..271 8..403 686887.72 7 66888 66888 .61 576885 668 8855..08175 66888 66884 6 68 86.4 685. 68 66885 67 . 688 66885 66888 .56603 66 668843. 68 6 8 7.9 6 85 685. 6 66885 6 668 2 .4.069 8085.0 8843.9 59.068.056785 54..382 6 . 6 9 6 . 6 8 6 8 . 68 5 5 6.4 6 8 8 6 5 91 6886814 .00 4 0 65.0385 4 .9.23106 668 87 42 7 5 4 4 8 4 8 6 7 8 5 7 8 . 3 1 1 9 . 7 . 6 . 5 6 1 1 1 2 6 . . 2 7 0 . 2 1 0 0 0 6 7 60 5. 2 .9 8 .16 0 5 . 5 4 4. 5 6 1 7. 6. .6.5 .92 84.3 685 .800 .0418 668855. 6..271 68 .52 4..6154..1 66885 .554.36085 688855..96086855.6.918855.266885658.8658.8055..669885 66884 68685. 68 68 6 7.3 .74487.8375 .26 6 5 .3 6 . 6885 6 60 688466884 683 6 06 8 6 43 .002 05 6885 685 68 88776.666857766.1827.72 6688566885 ..72666 2797 .32 32 6 9342 855..8360855.4. 7 57856.668648 685. 6 6 .8374 8887.5 6 . 5 . . 6 5 6 . 6 6 . . 8 . 5 5 . 5 6 6 2 7 8 3 6 3 1 5 . 9 8 5 .9 0 6 8 8 5 63 . 668 2 0876 7 8766.8.52 66884 6894 8844..1 5 .419 .2717 .632 5.4 ..382 7.6 6688855..6685 42 90768855..844 666888555.3.466 6 5.42 5..38366 8843.8 87.9687..77865676..8668657 3 .380 6 6 8855.1 595 .721 7.4 68 668865 96 6.26 7.22 .47 6668456.8855..2 666885 668 4 686688 ..2825668887. 938 5.652.759.654.40 5 6 8 1 2 0 . 6 6 0 6 . . . . 8 . 6 6 9 2 6 1 6 6 . 8 5 4 7 8 2 2 2 5 68 6 4 8 5 . 7 0 7 7 . . 2 7 1 6 . . 3 7 85 5. 8 5 .0 5 . 7 6688778..824 .6658877..4 768 668876 68 6 8 68 85.65.65.597 5.535.5 5.5785.5 685. 8 6865885 64688 685.56868658568 66 2 68 5.8 866..626 5.96 876..26066888.8880.26688766.78857.75 4..483 418 5.2 66885 6 5 66885 66885 5.0 6 3 4 8 6 68 4 7.1 . 68 .46485. 668 511 68 .2756 68 6688368843..8 6.089 .5 .858 5. 668 686 .986.887766.7887.78 87.8 68 68 68 6 68 68 6 68877..2 5 68 86.8 56.66.65885 ..0 3.8 .20 .59 3 5 85 .682 685 8585.545.9.2503 70 685 18 668865. .273 2 8 6 8 6 8 . 5 8 3 7 7 6 8 8 6 6 8 7 7 6 . 6 1 6 685.67 6 1 8 5 8 4 5 9 6 6 . 8 8 8 1 5 2 6 1 778 865.37 .3 4 . 0 4 7 .4 .63 9 3. 6 5 68 687 3 .9 77..1 8 5 6 6 . 8 . 6 . 5 5 6 6 6 8 77..5 2 668 5 6 8 3 8 . 0 3 6 8 8 2 4 5 . 6 6 6 . 9 0 6 8 8 6 8 . 8 8 6 8 8 6 5 7 5 8 668 855.2 6658.468865. 7 668 7.9 6 0 6. 92 856..164 8780.05 88.1 68 76.8970668 532 FFE 1 4.6 3 3 ..3969184 6 0 6.7 58 5.35.5 5.9 3 68 68 71 6..1608 6 68 68 68 6 . 68 7.9 .80 8 68837 6 3.7 68 685. 68 68 68 855..516 84.8 68 4..488 .597 668 8..560 5.5 .488854 68 68 8 648877..1 6866.7. 06..7322 68 68 687 8.23 .81 6 66883 .484968 8855.0 ..3 5.9 685.59 68 .3747 66885 668 68 685 66 00 3 7 6 5 5 6 6 8 6 8 6 . 8 . 5 6 1 . 5 1 8 4 6 6 . 7 6 . 9 8 . 7 6 6 7 68 687 7. 8 7 668 83 7 .2 4 6 68..5167.9686886 5. 7 FFE .128 .0494 4..496 668 66887 7..7480 66886877.7.366688 6868787.7.734 77..3000 68 88666865.5 688565.3..8256 865..282 .0827.88 8865.4668865. 5 6.83 1066883 6 8 6 668 6688 5 8 668 1 4 2 4 6 2 6 9 2 . 66887 .40 6 . 8 . . 8 0 6 6 3 9 9 9 6 0 6 0 6886 0 . 6 .29 1 4 6 .9 5 5 5 6..4 6 6 .489 5..60 855..72 3 6..053 4.1 1 8 8 .129 48854.06 5..902 68 6..727 6.8 68855.168 68 66885 5 668 5 66.80826 66885 65..0525 68 68 0 .08 0 865.53.3668565.004 84 .502 68843. 6 8.2 6.6 88.4 6886 3 68 6 866 85.9686 9.8 68 68 6 11 76.44 6 65..155 668688566.6.2828455.4.12369 68844.0 6 6688 .0562 7.7 12 .96 .3 0 . 6 4 0 8 2 8 9 5 8 5 7 8 8 8 6 6 6 8 8 6 6 . 8 6 . . 6 686886. 87 . 856 ..390 30 9 65. 0 4. 84 2 1 1 5 . . . 6 5 . 5 68 6 4 9 8 68 686..4097 866..01 86.2 3 9 . 8 5 7 5 5 5 8 8 9 5 8 . 8 4 8 .42 4. 6 668 8 668 6 5 690 678 .732 .69652 .3960 68 5.6 65. 56.64884 .509 6883 88 66886 685.54 68 7.6 8855.3668855. 68 68 68 6 5.6 .17 668865. 8843.9 65 58.136 .60 68 6 .43 8 6 .3841 3 6 68 3 2 3 6 5 6 . 6 8 4 7 7 6 0 5 2 4 8 FFE . 8 866.0 6.1 8 . 8 6 6 0 9 5 2 6 . . 6 5 6 6 . 4 8 3 68866.9.8 0 . 3 4 1 5 9 . 6 8.3 3 . 4 4 7 6 3 0 30855. 68 8 462883 0 8 68 668 .23 7 66886 .1086538 4.9 685 6.2 6.2 68 06 .0 6..380 400 3.6 4.5 4.55. 668 .615..394 4. 6 4.0 3.7 6888.2 .93 5FOUND 68 68 68 0 687 4 6.5 .79 .01 686. 685 668810568865..9 68 .6..93186736 IRON PIPE 648.658 68 6 8556.648844 68 68 68 6 83 68 3 86 687 9 6 3 6 1 6 6.9 1 .9 6 . 4 8 6 1 9 9 0 4 8 8 6 6 8 . 2 . 2 3 6 . . 4 4 6 6.5 68 6 6 .5 7 6 0 8 .3 ..494 865..388 .9 .242 4..9 3 69 68 0.09' 86 66885 6..280 75.3 337 6 9 65W. 6.648826168867. 66888 5.0 4.8 6883 4..49683. .4683 668 7 65..2734 608568865.7 66885 68 4 5.638 5..7 7.7 96 6..3866888 061 68 68 6 3 8865.9.5021 688666..949245 .8344 ..406706.6488263 6 68 66884 .48 6 68 66885 .02 .3 6688 865..159 6 3 ..951 68865..6 0 .90685. 7 1 4 5 6 . . 4 7 4 . 5 8 8 5 6 6 4 8 6 4 4 . . 3 . 22 4336886 ..49 . 4 6 8 8 8 4 6 6 8 4 8 7 9 5 8 7 4 4 1 5 6 4 6 8 5 0 8 6 6 6 6 6 8 . 66885 .67 6 4 2 . 8 4 . 6 5 6 1 1 0 8 8 8 3 8 . 68 66 5 1 5 8 6 .2 5 6 6 6 865..8865..9 6 638844.3 6 5..0 4. 5..6 5..5 4.3 5 2 6 668867 3 68 68 6 7 68865.7 3.9 66885 12 66884 668684 668 668 7 68 68 .68 9 .3802 4.4664859 4..386 68 4 1 .825 6 6..718 8.3 68 685.56 88 8855.3 4.3 5. .99 7 53.5.64684854. 6868843..9 6638873 4.3 4.6 68 66886 76.2 63 656.6.0878506 8 6 8 8 9 8 1 8 8 0 8 8 8 5 6 . . 6 . 6 1 5 1 4 888.96 508.640 5 6 50 63 5 3 6 3 61 .7.27608 .067.0 668 6 84..323 . 7 2 . . 5 5 8 6 . 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5 6 8 68 8 3 9 6 0 2 9 . . 6 5 5 8 9 5 6 . 4 0 0 8 7 . 8 8 6 8 7 6 6 6 . 8 2 8 7 3 7 5 8 6 . . 7 4 6 5 3 4 8 76 . 7 7 6. 25 66..2755..246 .6 6 0 94..627 68 856.85 6 2 88.9.26658 68 678.4 .58 6 68 687.368787.6187.6087.96787.0868 76.287 6 68 687 68.6366.04886..4011 66886 6 4 6 .7410.536828 6687. 68 3 .62 6 4..373 526.62884 8 668865..5848 73686 0 2 7..49608689. 6 .9648 871 68 7. 7. .40 8..062 68876.28 68 686 687 68 6566883 43..3764683 66881666.0886 56.89 844..519 86 9 8676.857. 7.8 .566 885 .6085 0 76..165 66868.683 6 86 5.127 66887 2 .6368287668817 3 4 8 7 8 6 6 3 6 8 6 8 9 . 2 7 1 4 5 3 8 8 4 6 6 9 6 6 6 . 8 2 68 . 8 8888.3 4 66 7 66 6..71 6..4 6 3 1 .7 1 7 ..8 8436. 8 2 9 9 6 8 7 8 4 4 6 8 2 9 6 5 . 3 1 1 6 2 1 . 4 2 8 . 9 . 6 . 8 5 6 . 4 0 4 . . . 6 . . 9 . 6 . 9 . 6 . 5 6 . 8 . 6 8 3 8 5 6 6 6 . 6 6 7 6 4 6 7. 7. 1 48 6 4 7 6 7. 7 7 7 1 85 6 1 6 668804 6648.3 684.67 684 685 5.5 66888676..3926 668686.6.99685638.6.764.0.526 .11 6.05 66.066988866.36687..040786.5843.768 6 6836.285 68 68 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68 668 68 86.38876.186 5.1 9 .76 8843..876 546 .38 6.4686. 9 53 8 8 4 6 6 668 68 .668 0 . 9 4 7 8 . 6 6 3 6 6 8 2 2 6 5 2 . 8 8 6 3 8 8 3 7 6 9 8 02 0 3 6 6658 77..50 7 5..7 .2 8 1 5. 8. 8 68 68 10 4.6 68 3.3.11 .0 86. .8.9.6 4..830 68 68 6 5.3264884 84 6 68 1 7..5976688 68 685. 1 66884 686 866.4868662866836 66884 685.65 66828454. 6 249 6 8.759 .974 66886 ..377 6 3.55 8 9 9 6.6 9 4 6 . . . 8 . 2 . 4 4 8 3 8 . 6 8 8 3 8 . 6 8 . 7 6 7 8 8865 8 5 FFE 6 6 8 . 76 68686 91 13 607 77..268 689 66887. .48608 843. 5.5668 668 2 9 5 0 0 .841 7..0 6688.22 6 . . 6 668843. 668 68 6.7 .96 6.4 86.5 86.7 88677..606 66887 687 8.8668.8974 2 65..22 .0.6238.35 5 6 6 68 0 6 8 1 7 8 6 68 6 6 . 8 8 6 8 1 36 6 8 5 6 5 6 3.4 .00 .7103 665..4 6 7..873 .51 6868 66887 668 68 7 .333 2 29 68 68 84 66887 687 6..82 .6648566. 88 4 7111 668877. 854..166084. 4..4809668843.8 6 . . 2 5 1 . 3 6 8 7 . 9 3 568 6 7..8 668 2 8 1 68 66883 5 66887 .6087 0 .56 68 6 0 666887866.7.47.04 867..833 6866.7 2 9.4.86 9 85 .45 6.8 7 7. 6 46 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54..17484.24..3980 68843..7 68833.7 BUILDING 085 96.87 9.8 60.0 5939 . 0 6 6 8 5 2 0 0 . . 7 6 . 8 4 . 6 8 1 6 6 2 67 67 796.78 3 6 6 6688 5 .86 85 5.4668 .6 886 4 7 7 7..540 . 8 6 5 6 . 3 4 . 6 6 6 33 00 99,958 SQ. FT. 66887 68 6 6 68 68 ..5808777..612 648.6.27872 7 8 9.688 7 7 8 7 3 5 3 6 8 3 6 7 8 6 .2 2 ..12 7668769 .08 7.287. #108-228 66885 4..278 668 685.64 865.648865 .49 2 .82 32 6.4 6. 87 688 6 4..730 6883 .66668 6 83 85 68 68 6 .87 1 5.3 6 60 2757 6 8843..27 FFE MCHENRY ROAD 6 6 . . 9 85 8 1 4 . .9898899 .4 4 7..616 5 9 6 6 6 . 8 4 9 5 5 68 66887 .6174668877.64688. 687.38587.0 3.5 83 .6265..1548165..126.76486814.869 4.36383.8 83.5 .4822.36 8 1 6 5 . 6 0 7 6 8 8 77.26 8 668 668 855.608 .8 698 6 6 .68 6 .7 618 6887 685.61 8 . 8 8 6 9 . 9 7 1 0 6 7 6 87 6 5 0 4. 5. 0 67 698 668855.61.58832454..283 FFE 68 0 4..388 3 .7 6.3 668 68 6.805 18 7.0 4 25 4 .2 8 6685.6368 6883 4..386283 3.73 68 .32 6.3 5 68 31 867.9.49 461387.8887..0562899.02 .8950 85..12 4.3 85 8 8 68 61844..943 ..3868966883 68 6 1 4 8 6 . 6 6 4 6 6 6 8 8 6 . . 5 4 7 . 668 876.9 6 6 .68 1 5 6 5 5 66883 68 66886 85 6 4.7 5 68 668 334 5.6 5.6 9.9 5 1 68 318 68 68 3.8 22 .52 6 67 7..8 .667855..5489454..376 4.41.494468843..8 .68830. 6853.3.928 68 66886 5 9 87 8 8 . 8 8 6 8 6 3 4 6 . 8 . 3 6 6 3 67 6 6 8 . 66 3 052 6 68 5 8 6 8 8 6 8 66 6..8347..5 6 .90 3 0 77 418 86 66886 66886 8 9 .7 81 68843..8 087.2 2 9.647.10864 4 6 6798.0.45 .02 4 3 8 8 . . 2 67.999 . 9 8 5 6 0 . 2 . . 4 6 6 96 .4 0 3 1 3 6 8..5 68 66887 .90 .84 0 5.6 66883 ..5904 3.54 68 7 6076.288608180.165...47752 6 68 685. 688 5.1 66887 668822.4.404.86.7791 .7657.499 4 68 3 0 .25 4.6 68 68 6 668.11687029..787 ..403 866..832.1721 84 5873.7 77 64687834.0268 .70 68 . 6 2 2 6 3 8 3 2 6868680681680 8 6 3 . 3 8 . 9 . 4 5 6 7 7 0 2 . 7 8 7 . 5. .6 8 6 . 8 683 2 68 36083 .034 68 6 .4 4.5.21 4. ..5014 8 .5030 865.5985 85 6 4 6 66886 7..4965 .389..0528 5.585 .638884 684 6 68 5.1 .86506884 6 6 .96 4..8518 7 7 580755. 668858555..5048 6. 6 .606718 55..5 6 865..495 6 .66 685.566585 6 68 85160 6 63668688444..953 688544.6.69108 9366886 678 6688 43..495465083 68.5024 66..849686..3896 668 ..496 687.40 62.1 685501 8865. 6688 8 6 8 8 6 8 8 6 6 . 6 . . . 6 8 65 68866..3 6 877..506 5 . 6 8 6 0 6 4 4 . 6855. .00 0 .435 668 885 668 9 4 5 4 ..508866..0 6 8 6 6 . 8 8 0 4 7 6 3 . 7 8 8 8 6 6 8 5 8 3 6 6 6 8 . 5 6 5 66885 .285.4 5..62 6 5 6 6 6 6 865. 66886 668 4..49 668 85 6 66883 99 6 6856685 966885 .96.9166885 668 .9.063.0612 5.5 8 66886 9 .458 6 25 4 4 63 02 5..051648854..27 6658.000 685.4 686585 668855..4861268856668865. 68 66..651264 6.6.05..542954 .812686.6 88656..9.4948.465 . 3 7..735 .2 24 .980 .7 .43 6 8 4 . 5 6 8 4 8 8 7 5 3 . . 6 6 4 9 7 4 . 0 5 6886 . . 6688.171 686.998996. 8866.8 686 70 68 5 .8 68 66884 6 6888555..5825..197.628 6688658865. 68 6.88812 6..168 66688666. ..49303669888 86854.8684843..492 66883 7 88 6 . 686.15 7 6 8 9 6 8 7 9 3 6 6 5 . 6 6 2 4 . 68 8 6 668 66 . 5 6688586566.8 6 .3 8 .0 .97 6 68 9 85 5.5 85 85 5.8 0 FFE 668 8856. 6..50586 5.585 341 5.9 5. .0650 68 6 6 .56 59 .942 1 68 72 .11 66886 6 68 6 85.62 .9456 ..1607 7..4979 3 68 68 04 4..3868 68843..8 90 5.68 ..05265688454. 7 5 65.1 8843..2668188448.554..0.506068844. .76285 6 5 4 . 6 6 0 8 . 1 5 8 6 8 . 9 6 6 8 3 7 . 1 8 2 6. 8 668 6 .3 668 5.5 6884 .056 FOUND DISK 686.11 68 5.64684.9 66688854.5 68 .659 854. 8 6883 .3873 68 FOUND IRON PIPE0 2 6..5022 6 668866688..5606..60..61650 66885 6 66886 9 3 .826 668854. 4.57 .8306 6 6 85 .4664185.0 2 6 4 . 2 61 68 6 FFE 8 55. 5.8 ..0663 3.5683 68 6 6688554.3669885..1449 6688383.8683. 58.7657.8.16606.28816606 688656..0.9320666988766 40 0.10' E. & 0.14 N. 6 8 7 8 0.54' N. & 0.04'686E. 4 8 6 6 2 . 8 6 . 8 6 . 5 8 9 . 5 6 6 6. 668 .5 8 85 5.36.58554. 1 8 .5031 5. 88 8 6 96 .0 6688 .599854745..62 838 7 5..168 96 6 66885 .20 66886 6..494 685.76 66.606.1886 6 .6 6 . 2 6.0 .02 .84 4 77..1668989. .63 .65 6 68685668 352 68834 5..172 5.6 1 66885 68 6868 6 66885 68 668866. 68686 684 85 685 43..49037483.66 ..8 308668.856 6 6 86 6 5..8394 54..605696884 802.93 68 44..837 6 8 5 8 6 8 0 8 . 8 9 . 8 4 . 5 6 1 8 . 8 8 6 0 . 8 4 8 6 6 6 4. 6 66 5 7 668 6 7 6. 686. 5.6 .7 39 66 4 6886 3 5.6 6868856.898455..846 4..508 66883 1 68 68685 1 2 .595.4 805. 68 .314 6 6..826 .24 777 9.8 5 .6 6 .39 66884BUILDING HEIGHT 9 7 .2880 .6154 6.9755 668 8 2 .45 8 868665.7 4.5 66.08556.5815.508556..212 66886 68668866..2 770 6585 .6 84616.4 86 685.58 . 5 6 3 5 6 8 . 5 . 8 4 . . 6 . 0 5 1 5 1 6 4 5 . 8 8 4 6 4 6 6 68 68 6068 5 .854.6688 686885 5 68 858155 6 1 9.2629 866. 0 ..6292 68866..3689. 68.64786666. 8 6 6 9 8 0 9 2 6 4 8 . 4 8 9 . 8 9 . 5 2 17.3' 4 2 6 4 4 9 6 . . 1 6 0 3 . 6 8 6 6 4 . 5 . 6 1 6 6 . 5.6 5.66 9 6 FFE 0 6 668 55..2 .9 2.8386 4..0 668843 683 68 6.6.56.4 0 66885 8.6648615..8635895668865 0 87.0.15366886 7 68 5..056 66884466.88444. 68844.5 66884 686365.8.454 .342 6688 68668.66678.969 5..269 . 1 26 6.3 .98 5.4 .229 66884 66884 8855.466888595 56.884654..5 27 72 9438 .6638884756885855.5.256..5506 68 7018 686 68 .12 286 965..4934 4 . 5 6 2 3 6868 4 4 7 . . 3 . 6 4 6 6 2 9 . 6 . 9 6 8 3 8 6 . . . 6 8 5 . . 67 4. 5 . 6 6..058 68 .88165..8 8566. 8 9.5 4 6 4..7365884 8854 16 0 6 8 7..056486876.5 87 .49 66884 68844..0 66883 2 2 66885 68 68 3.6 66884 4..68317 66 8546..381 6688125 86668 6 .63 1 5.65825 .26 7.680 25 ..491648845..3 73.2366886 668 6 8 6.4 2 6.1 6 8 5 9 9 7 8 6 8 4 0 6 8 2 0 6 6 . 4 8 6 81 4 6 68845 .6 . 9 668 6886.3 68 6 85. 68 68 .093 68 87. 668854 65..13 ..2609 43..49 5 42 8 .937 21 5.6628865. 8776.867877..4233 6 3 8 8 8 1 0 . 7 6 . . 6 . 8 8 6 . 8 6 . 5 6 6 6 5 0 7 6 4 5 . 7 1 . . 6 6 6 .8683 2 68 687.668877.653 6 3 56 6 8 64 66884 ..718 685.63 9 2 66886 68 66885 6..062 68 88.2 78 8 . 68 4.9 36 .9305 2 5..503 368 4.5.5 4. 4 5 6885 7 8 68855 6 68 68 6..1516696876 66887 68 9 68684 68 FFE .93 .66885. 54..5866688658855...5400732 668855. 0 4.8 73 6 2 90 4 66..528065..175 6 0 9 4 5 7 3 8 . 6 6 6 8 8 8 6 . 3 . 8 8 6 8 . 8 8 8 . 6 0 . 1 . 6 4 . 5 . 7 8 8 9 4 6 6 7 6 6 7.5 ..3 6885 74 55. 668 6.0 5. .9 6 66 6 3 3 5 6 8 6 6688687826788.774 7..05481 0 8 8 8 0 6 8 3 3 9 6 6 5 4 4 6 8 8 11 .7 8 66 1 ..8 6 46 68 68 685 .86 6 6 5..0 0 6 9 8 8 3 . 8 8 6 .5 .87.4576..369 0 6.9 8 4 1 . . . 3 . 8 . 2 5 6 3 6 3 3 . 8 . . 4 4 . 5 6. 668 6 0 6 68 68 5 35266885 3 668855 68 .58585 75 68 5..726 668855 68 1 66885.622 5.16488.9551.12 216 66883 .64 .8 7 48 855.567 5.22 66885 4.5 506 .769 5 8 . .24 8..075945 68 .4771686.0 6.6468466.14 6668855.5.33.16625884.552..0350.38 68 668854. 68854..9 84.8 9 79 62885.668 68.064 648854.7 84 964985865..968855.25..27842 0 . 4 5 6688876768.777. .54 .490 8 1 . 5 6 8 7 2 2 6 . . 5 8 1 3 4 8 . 2 6 6 5 . . 6 . 6 6 . . 9 8 6 8 5 6 6884 ..278 67 5 . 65 6 8855. 6 .668 877.0 86 6 4 .8 4 .0 686 6.1867868 ..716 5..721 5. 6825 9 68 5.1 .06.61856 6 8 5 7 62 5 68 685 68.09284 .0 6 .08 0 .62 6168 7 8 66883 66884 8 68 68 54.3.91 668855 66885 2 .64.8115666 66 6.425..61618866866 8856.06685 .33 4.9 85.0 685 66486 876..049 .63 87.1 66884.278114.8 65..032 4.8 8 6887.57.5466 0 5 6 . 8 8 1 . 8 8 6 6 6 1 . 6 5 5 5 6 6 8 6 6 5 6 8 5. 668 5 .60 26 8 6 68 6 68 7. 63 4 5 6. 0 .3646 66885 68 668 .560 5.6.3984636.80 666888855.06858.155..117 66828776..0534 8676..055 68866.4866..556 668854..1782 .732 834. .556 88546.67885 3.6 1 68895 6.4 6 6885 4 9 .58 .886 668 8844.2 688.49434.70 . 6 4 5 8 8 6 8 6 4 6 4 3 5 8 7 6 6 5 8 8 6 6 6 4 3 6 5 . 1 2 6 6 2 65..16 .8375 0 62 682 6 5.4668 8556..40648 .474 402 685 5..1018 7.27.68 6 7 6 6..005 54..8 4..7174..606 68 6884 6868 4.3 .017 6 668 855.0 855..0 .31 5..610 66885 06688 5.6 4.1 6688466884 68 8865.1 .66608 668 6 668 668 66885 5 3.4 68 .1 68 0 6 6 4 6 0 9 6 5 8 5 9 6 9 8 8 2 5 8 9 0 1 9 3 6 2 . 5 2 8 5 71 6 4..9845.1 . 5. . ..7 .79 84 . 440 5.068 61 .5005 .468 407 . 6 . 6 .07.07.0 .91 . 4 . 8 5 3 5 3 2 6 . 8 5 5 8 . 7 . 5 0 5 . 5 4 2 326 643 5. 1 68 685.21 3 5. 5 .9 684 68 685. 8 5. 6821 3 66885 .712066885.47 686868.768986 6..9348 46.7889 84.2846 5..283 3.5 665885 66885 .5646884 5..4912 4.9 68 668 685. 6 65.15.82 685.6.27568854. 5 5. 01 66884 4.6 .5 8 68 6 .2 66886 50 68 66885 68 ..4020 85.4 68 66884 66884 66 8843.9.527 85 55..726 68 6885.5 ..835669886 569.388044..83 684. 3 .48 6 . 6 8 6 0 5 5 0 6 5 9 9 6 6 6 7 8 8 8 6 8 2 6 . . 0 7 4 4 4 9 5 2 . 7 0 86 4 410 6 668 6..438 6688 44..501 66883 85 685 85.3 85 37 5..275658854..8 55..7188855..4068854..9 66..945 68668866..836.66 6 .496 . 8 . 6 6 8 8 8 8 4 6 7 4 1 2 8 6 8 6 3 66 ..439 9 668 66 6 586 6 6 6 6 0 6 66884 6 8 68 68 6 3.9 5.4 3 686.08 5.6 6 .40 491 5..829 3.5 66886 8866..749 68 68 8354..382 688446..202 68 1 .449 .7 685.59 27 66885 68855..1 685 68 68 66 09 ..39450..1766 ..0701.04 4 6.6128.3729 8644..1 2758 8843.9 683 44..727 684. 3 6 1 . 5 6 5 4 6 7 5 8 0 7 . . 1 9 6 5 5 2 0 1 9 5 5 6 1 . FFE 8. 5. 668 5..6 8 4 5 4. 5. 5. 668 55..40648854.668846688466886485608844..776 4 1 4.5 .62 668566884 6.4 86 668844.66.46288084.6 68 68 68 68 77 668844. 339 .77654.7734.85..389 .639 46688 6 85 68 9463 6 9 5 6 4 5 . 6 5 . 8 8 3 . 5 . 8 0 8 6 84 .0 7 9 .7 9 4. 6 66884 68 8555..62. 4 .8229 6..6 .9315 30 54 684 .6744.7.68.886668 .12 668844..6004 9 6688434.6 5.4 854. 3.3 680 66886 668866. .6172 .56 84.69 668855. 6688 1 38 .863866. 86. .82 6686468486.88.0646.60885 2 .45 09 504 .3831 68 668416 68 6 4 . 6 . 8 4 . . 8 6 8 5 5 4.3 5 8 4 7 6 4 6 8 6 5 6 6 . 68876..06..8 6 6 6884 7 843. 6 3. 68 66886 .47 3 5..724 68 68 8 16668.96688658.3.52688 .0.707 854.7 21 6 .0 668 68 6688762..9929690 83 6688.548517 ..1569.517 4 61 5.60 668 6 .71 6..7275 686. 0 3.3 .8 6.868 6 85 .1658585 0 4 .62 6 . 2 5 8 4 4 8 6 8 3 5 . 4 4 . 0 1 4 5 . 5 8 1 6 2 6 4 6 5 46 .1 0 7 6 86 3 7. 68 68 68 46. 86 85..6 680 .6587 8 668855.3 86.0 5.2 68 68 668 66..7265.46686. 9 5 4..5039 .66985.1 855 5. 50 66887 6 28 41 684.6 68854.6.059666884 6 .46 68 0416 855..744 668 85 6085.6848565.1.0665885. 7 ..5907 7 . 89 5.668585.559 3 8 4.2 684. 684. 6 6688686 85.96.3.5663884 1 . 6 4 6 4 8 8 8 6 2 8 6 . 5 6 6 6 6 8 54.9 668.00266883 43..493 6 5. 6 66885 .071 6..15 56.7856.168 4 .4 8 6688 4 88 8 4.5 68 85.56688 8865.5 66885 68 68 450.4805..216385 4 5..066 4.6 68 6.50 .306 668844545.9.0549 66 .11 1639668856. 8066 54..05646884 68 43 5 . 56.8 6085 5.6 .60 4 8 8 . . 7 6 0 1 5 . 8 8 0 0 5 . 8 1 6 . 4 68 85.466 5..3256985. 6 5 8 2 84 6 6 6688565..16.4956548.45155.5.24 83 92 66884650 3.5 7 8.427.13 54 64 6 .36885 68 4 685. 4 .02 8265.3 668 6 9 . 9 8 8 8 1 8 3 . . 4 . . 6 5 . 3 8 3 . 4 . 8 9 6 6 6 4 6 6 0 68 85 7 8 8 4. 0 844.2 2 68 29 6 6688658855. .56 66884.042068844..5 0 984 68 6 56.58 6866. 5 .6 68 6 6 66883 8 0 5..270 668 0 6 55 61 5. .94 5.1 68845.4..490 68 6..154 6..06 6868.62 8 668854..1770 844..726 668 668844.4.3.60448 68 4.4 84.5 76..14698867..0 5.864844.91.66750 668 66885 66885 858.75.668 49 2 5 3 5 8 8 5 4 8 3 5 4 8 4 4 4 . 6 2 8 . . 8 6 . . 8 6 3 6 4 6 6 8 0 8 6 4 . 64 5 6 668846 6 6 .7248 38..4934.8 3 6880 46.6.0648648844.2 .02 868.0 668 7.1 8.88 .760 6.7 .62 6 84 .57 4.82 68 .6.367 76.836 ..9454 854..38.34852 .74 68 68 6686 6876.0836 95 668844. 29668 9 8 .5 66885 6 764 6.1 .48 68 27 5 5 0 0 6 . 7 5 6 . . 5 . . 8 5 7 5 7 8 4 3 8 8 . 8 6 8 0 5 3 4 . 8 . 4 666884 68 33 6 68 668 1 854 6 5 3 4 .1 6 .13 7. 6 4 2 56. 8 59 6 .2 8 68 68 3.4 6868 66884668848 7 5.2 6368 17 68 .28687. 3.3 68 685. 8865.8 66885.8522 ..161 63 .6429 7 68 6.61880526.18854..17 68 .74 7 9 68 7 55..594 6 68854.8 ..262766 4.41..1616 1 .6658680546854...2639 3.6 8 6 6 6 4 25 9 8 68 7 5 4 6 8 8 . 5 6 0 6 0 6 8 . 8 1 6 884 684.83 8 ..053 6884 6 85 855. 6 8 5 686868.6.385..546485. 6 5 . 4 8 6 6 6 . 8 8 2 3 5 1 . 1 5 6 .2880 ..7 4 854 2 6.25.684.88 6 6 1 4 8 8 6 5 9 9 8 9 5 1 8 6 4 6 . 8 5 0 7 5 6 . . 6 6 9 9 0 5 7 .7 .115.7875 86589 688443.6 .65 844.1.587 852 .63 4.6 4 3 .568.1 6.7 686 0 5..385 5.6 5.285 856.89956.7 64.9 66.8162 84 6 1 5 66884 866868844.0 3 844..4 684 68 84.7 7.0 68868 68 68 68 6 .761698.946485.6.686548.93 668854..1696642.651 54..159 66884 7 11 98644..720 ..6296 5.64 .89 .4805 4.1 4...62644 6 8 8 5.1 . 0 6 6.2 668 . 8 68 . 6 6 8 8 6 . 8 5 . 3 5 4 7 6 5 6 8 2 8 5 8 4 3 . 6 6 6 . 4 64 6 8 .83 9 6 8665 6688 68 5..736548568854. 3 68 668 68 5..062 7 68844 1 3.6 56.1856.1 46.68 66 4.9 .16678868 6 .3847 056467826886 7 3.9 2 68 68 668.523648.98844.968 685 13 8 .16064884854..063 6 66885 6 16 6 54..166668854. 68658.856..0 5531..72637..3745 56 6.787 6 .0 85. 5.1854.6 668 54..044.7.8302 68 8 8 1 8 7 5.437 5. . 8 9 6 . 9 6 8 3.6 . 8 5 66 6884 0 5 6 856.16885 6 66885. 68 68 3 56.685658.47.5965682.76 685 62 68 668 6 .825 6 18 54..283 18 28 . 8 6 . 8 7 0 8 1 3 6 7 4 2 6 2 5 6 . . 9 6 8 8 6 4 6 6 4 . 3 8 24..0 25 6 6.826 .16.81 3. 68 52.8339 884 5 2 844..4 8854. 0 .72 84.8 2 PIPE 875 FOUND IRON 5.1 6 4 6.61.0 68 83..66658874 4 6850686585 .2718 84.8844. 966 .70 .274 10 7.3.0.506687 66 .355..16184 66.6 4.9 6 .32 .14 608 686867 .91 3.6 84 5.6 85.7 5 89854.85..2700 668854. 6 66 8446..730 0 6.93 6.125.96186688575.98256.25.36685 66884 6 283. 678 68CORNER 84 83 ..5141 66483 8 7 6 7 2 8 3 6 3 2 2 . 6 6 0 . 4 9 6 6 1 6 . . 2 9 6 AT 3 5 6 6 8 6 . . 6 4 . 3 6 . 5 8 8 5 2 8 3 . 8 8 6 68 7 5 68 6 68844.77 5. 6885.4 68 66884843..496 68844.1 68568 5. 5 .118 64884 854. 309 6.8 88 68 6 68 3.9 68 1896.6 .76085.18 6 68 6 .88 6 668 ..42 2 5..2868 668 54..84 .9.469 854.6 68 6 68 3 84 4 668.8941668 66884.0664 6688854..29168648854.9.323 3 .48 6805.68 8686 68 25 6 . 5 68 08 5 6 . 4 9 5 9 . 3 8 8 6 0 .74 66 .182 9 54. 5..169 844..618 2 4 0 8 8 9 0 9 3 . 3 68 6 .2578.858.045.007 5 8 7 . 6 8 4 8 04 6 6 4 3 . 1 8 2 68 .528 5 6 0 4. 668 6884 6668 44. .957 6 . .1 .28154..756..170 6884 . 5.685 . 5 . 7 5 8 . 8 . 8 5 5 4 4 6 6 8 4 6 6 5.2 2 5. 0 4 6 8 . 4 4 5 6 3 68 6 8 668 66 844. 66.8094 .59 6 .643. 8 556.84 685.678468.956. 68 68585 6686568.8.2840 1656 9 3 9 2 6 6 3 6 . . 6885.2 68 3 8 6 6 3 8 5 3 4 46.8.834 8 3 4 . 6 . 8 5 4 FOUND CROSS . 66.78 6 5 8 . 5 4 6 6 8 8 8 6 7 1 6 6 8 7 4 7 3 1 5 4 4 6 8 8 3 . 0 . . . 5 5 9 6 6 6884 4..8 668 6 43 6 .941 68 4. 68566. 8 66.838844 5 2 68854.65034 68 3.9 56.18851698.00 68 6 AT CORNER6 5 432 4 684. 854..0640 4 84.51 .06560898448.44..9583 4.3..19336 6855.8.616 56.2820515..1141 685.65861560.8.757 .94688 5 .9 .8 7 093 68 .14 66888455.6.308414 11684. 8 451.285 6.7874 4.9 71 68854..5 517 .516 668 5..0546 . 668 6868844 5 5 . 8 6 2 9 2 4 68 57.6168856. 8 8 . 1 . 1 8 4 3 9 8 5 . . 5 3 . 8 4 . 8 6 5 8 66 08355.012.410 4 668 4 5. 6 6 . . 6 66884 5 4.93 7..8496 4.42 4.58 84.7 855..114 88442.5 06688 44..516.16218874 46.168858. 550.0 .494 66884 68.2 46 85 6856 63825.788655.80 83 8 3 . 7 4 6 8 . 1 2 7 3 3 6 6 8 8 0 8 5 . 4 5 6 4 6 8 8 . 8 8 8 3 . 6 0 6 9 6 8 2 8585.3 6855..00618 8 144..868344.6 . 8 65.1 .68.64608 8 42.636668.468854 ..495 . 8 4 4 8 .7 6.6 6.8 6.0 86. . 8 6 6 6 6 1 4 6 5 6 2 . . 5 7 6 6 4 0 8 8 6 . 6 6 3 6 . 6 8 . 6 7 . 6 6 6 3 4 5HEIGHT 0 4 5. 56 9875 6 6185BUILDING 68 68 5 68685 68834 1 68 68 68 68 6 8 68 6 8 854. 8 46686 8 45 3.2 .952..39 64884 68 3.4 46.14..941 .9 668 668 4845.12.6380 35 85.48 .51 68866588.658.546.6685. 66849.0' 68 .344864884 .3966 7 68 68668844..930968.406.14 5.2685.068658.80655163.485. 6 6 5.46885.4 685 3 .043.88 .81 .46 88354.96 66688546. 6 8 5 7.0 4 5 4 6 6 4 3 . 4 8 6 8 5 6 2 6 6 8 8 1 8 8 6 8 1 4 8 8 6 68 5 4.6 6 3 0.84 .73 04 668 6 68 5.062 6 6 68 8 5.9 .6 5.6 4..72698 68 8 5 3 4 48.444. 844.4..72 68 685 68 .1 6 68 7 1 4.7 7 .42 4.1 5..283 4.1 4.6 68668 66866888444..6264 ..9432 685 685.46 7 ..2767 .77 40 3.9 4 68 84.46.6678 68 3.9 4 7 5 5 68 8 .5.59626884 . 8 1 8 8 2 6 9 4 4 8 8 1 2 6 FFE 4 5 0 3 . 6 4. 668 6 7 668 8 3.9 8 6 8 9 885 .6 6 . . 4 4 8 5 6 . 6 8 6 4 4 3 6 6 8 8 3 6 6 0668.86 3. 68 6 66886476 6688434...386538 68 .16 8 .40 43 55 4.8 68 767 4.9 84 .9.7944 85 17685.50 68844..43..1556883 .56 .75 .971.2 84 684. 684. 68 .35 685..46920 0 .50 BUILDING HEIGHT 668844..3 .30 ..6256586638844.4 866855.3.502.5FFE FOUND IRON86PIPE 85 68568668 7.62.292 .565 ..06996688444..1.6.63947216 86 9 2 6 4 8 5 6 6 9 6 668 4 4 3 4.7 ..3943..273 3.2 6688 6884 .8 5 86.81 4 6868 684 68 66884 15.9' 0.41' W. 68 844..34628 8844.93 668585.3 9686884366883 76 .847 2.640 6 5 3 4 6 2 8 6 . . 1 . 3 1 8 7 6 . 8 0 6 5. 4 7 5 5 5 0 4 4. . 1 84 4..73 46..3 66884 668844854..382 68 68825.268854..5 0668844.34 9 3 66884 6688468844..7 6 .09 668 56.4 .386 854..04648 4..50054 4..2795 366 6.1 5 44..943 685 685.01 9 685.57 8 8 3 8 6 8 6 6 . 4 8 1 3 9 6 4.3 668 2 2 2685 .069 933 6688 4..406..629882 4.3 TCF 1 .46 4.5 68 FFE 3.9 9 68 68 .37 0 689 5.6 .484.358 4..4 1688848843 32 4.3 84 68 7 68 83 .592.67 0 6.2 .74 68 68658.6552.39466088044 684. 6 66 0698 248 .978 5.18 7.1.0698844..2 684. 68 6 3.1 6 . 2 2 3 8 . 8 6 5 8 8 198 68 .99 8 5 . 4 5 1 . 5 8 5.3 2 6 . 6 46 6 54..0566688468854.7668284840. 68 836 68668.8265288.6358844..94 68 6 93.34.4514.40068 2.62. .42 3 9 572 8 6 .32 . 3 4 8 4 . 2 8 6 7 6 8 6 2 . . . . 5 8 8 6 .668268 5 7 8 ..17618353 78410 6 545806587685 ..1 6 2 ..2 . 8 8 5 6 2 8 5 8 3 8 3 2 4 0 68 6 . 8 8 . 8 6 . 0 5 3 . . 6 6 5 .49 8 6 5 668 .3618584.86542.956.468 5.046.95.650. 6 58 3 3 3 668 4 4 9612 .096 9 0 361 8 .56 68 4 668.652326688844.6 3 8 939 6 6 .31 4.12184 608 8335..946668 .02 ..8304 8678 3.5 6.3 8854.6 1 6688.2599 5..3994 6618854..266684846648.6 5..187564608.96588.5640.8.96281688558.358.053.3698855..1 .0791658844..4 12 7685496 66884. 6 5908 7884. 4..539 33645.53 7 62863588.155..1.685.56 4 2 6 8 5 3.9 684 4.69826 . 2 6 . 9 2 4 5 . 9 6 6 4 6 6 . . 8 8 6 2 6 . 68 .43 682. 68 .42 8 8 4 1 9 4 3 6 . 9 5 2 3 0 8 5 . 6 . . 4 8 5 . 8 . 1 5 5 . 8 0 3 6 3 .5 4. 5. 8 669823 .999 .167 5..27 854.4..944668 5.26854. 6 66884 6689 6.682350.36666281583 5 6688484. 6 68839 4 68 668855.6528.64658 85.1 685. 66689856588.55..5068854.9 86968854. 668 2845..6078524.41 3..850 843.7 3 3 7 .61 4.8 68 68668833. 64 68 68 6 9 68 66883 668 44..6271 8446..622 844..73968844..3 68844.4 66888854. 66884 668 7 75..27668885.2.36568 68 2.543.83539.5 68 .6 6 2 3890 844. 5 .4 3 .3 .47 4. 66 .966 84. 2.0832 6868 65.40 6 4..40 6 668 33..73 827 6 668 84 63 5..384669884 67858 .18968488.54..06 9 668 68 68256.85 84 68 6688 44..738 4..8571 6882.62 4 6 0 8 6 1 9 68 628.69 6 8 8 . 5 8 8 0 7 6 6 . 0 8 8 6 6 6 0 4 6 8 7 4 0 5 3 . . 3 6 8 8 668 6 6 833. .948949 .972 5 7 2 8 2 668 854.5 68854. 668845..170858.5. 68854. .538603 4646..81 0 1 4 .2 3. 68584 68 1 6 8 4.8 195 .0538 .9417 4..5084..3997.1788 7 .4989 ..610 4..837 4..4 6 8 1 3 . . 4 .5 1 9 4.7 668 FOUND IRON PIPE 4.6 6 68 5.89 6884 5 668854..1664.106685..05186 6864288444...487660688 844..493 684.29 683.91 4.06 68 4.6 2.8 5..399 68854..676885466. 8844. 668846686883366.888443.833..951 8 836.26688636883366. 883368843..6 4..2745 66688143. 668844 66884 66884 68 .201 68 648.2 6 15 4..5016 884854.6588436 37 ..836698 4. 1 4.3 68 68 3. 445 .6682 1648668844. 8854.8 66884 76813.40 6688 6 9 3 6 5 8 6 8 6 . 6 6 . 6 5 2 1 6 5 4 6 . . 0 . 1 8 6 6 6 7 2 6 4 6 8 5 . 2 4 . . 8 . 4 4 6 8 8 2 6 5 7 3 33..99698 AT CORNER 92 9 30 41884 696884 46..72621 4..1 84. 6.08894 668 688.42 68 5 9 4 98484684.7 4.1 .05 8833. 96 63.28..38 22 . . 6 4 4 7 6 . .3 1 4 68 4 8 8 8 0 6 . 5 . 3 7 6 8 9 2 8 4 . . 3 6 0 0 7 68 5 6 . 4 9 8455..1262 5.3 6 80 4. 64 6 .1 8 4 4. 6884 6 684.68344 4..8321684 48..416564.31.718668844. 4.3 828. 4 68 3 681 4.13.86 6.383663.668 84 6.678 ..5177 3.2 82. 82.409 683 8420 3.7 1.3 006 84 .28 6 4..8308354.8.05544..2657.0435 84.4 669883254.5.0510 68 3.60 68 7 68 684 .88066868 ..83694 4. 4 4.2 4 6668 8844..768 ..81616108 96.1 .0468683. 6884.72268 4.1 .5 4 3.3.678868 834.66.68 .326 83 .782833 68 6 68232.8.41 034..27608 .727 .8036.41884 58 4 5. 684 66884 6688 668804.2.97 68 .8340 ..832 6.188044.4 668844 3 686 .17968 ..8307 66 61 668683 0.44668683 6803.35 .6956893 66 5 ..4923 832.2.618365.860880681.66883 0665.8984441..10.972 7 82 10 8.3466588.126. 68845.7.46685.636886684668844..6380 6 668844. 684.54 3 . 7 4 8 2.7 4 2 8 6 7 6 4 0 . 3 8 6 5 4 . 3 4 9 . 4 1 8 . 6 4 . 8 3 2 3 8 8 0 8 . 8 2 3 2 3 8 6 6 .05 .03.3 843.98 .92 . 2 6 5 . 84 4. 6 6884 8 668 668 68 .9459 844..783404..621 4. 67 1 82 6 682 0 68 638 4822..086 84366.48.8323 2078663.60867 6 6.54 766.166876 5 73.86688444 6884426..63088544. 6 1 6.9 8368368 68 2.0 3 .25 6 686 668 2.63 66884 11 4..485 4.6 4. 4.4 6 9.181 268688 8 668 83 67 9 67 .68 86.7176. 6 .2895 1.8 83 6 .523.1 .06628 6.825 .9 .068 68 .74 90 . .61 803 33..86 56 7.9 6.3 67 2.084 1 6618844 .14 668 668 9 67 39 627 6 80.67850..31282.7 6 6 85 74 74 674. 4.5 86 5 9467721. 607 72. 67368 74 67.6967 .53 67568766.9698.6389231.65 83.6.2608582 68 6 . 6 3.0 6 5 3 6 7 6 6 3 5 9 4 . 7 5 . 6 6 . 8 6 0 5 6 . 6 8 6 67 .8 6 3 4 9 1 2 88 7 .4 . 6893 9 674 CROSS 5 4 .77 675 4.06273.281 4. 3. 6367 46. 4 0 68 68 FOUND 76 3.6 67 67789.8. 607.41686.3852..36 6 66686883334...7096 1 846847 9 68 1.8 71 71.9 52.11 5 0 .66 67 2.6 3.8 672.367 2.6272 .31 7.697418 7 2.4 79 4 5.3 1 4.2 67 7 2.5 5 2 2 83 6 67 6 2.1 6 3 .444.4 28 .624 67 68 6 966776.26.14. 5 6 1.6677781 22..836683 6 637.79 .55 .64 617.7916.78616.78247686776377.76. 6.87 68 44..88067 76.5 .7 .5619.665845 68 68 6686688638833.35..55.57691 80 AT CORNER 8 8 3 1 ..3723 68 84.6288446.28 668.1411. 066.808242. .328.19.6363 2.28 8 7 2 7 8 1 8 6 8 2 2 7 4 7 8 7 . . 3 7 . 6 7 7 . 8 6 3 . 7 1 6 833.36..47 521 39783. 6 7 6 7 73 6 2 6 67 .02 67 6 6 67 6 67671 671 3.5 0. 606.67 898926.726 67 4 67 67 .1 66882 2.6 .307 00 3..46 8228. 8212. 1.01 .0638 68 8822. 68 8266.208 7 2.9 .7423 2. 1.7 ..2678668 269 6868 673.1.66.277611.8 86 67 74 8.4 9.692 682 8668 .2929 2.4.116 2.02 6 2..11.896232..117 674 8.85223. 68 68 68 666886628. 2468221..0868 66 7 8 2 6 7 7 66883 6 6 1 6 2 . 2 7 8 3 . 4 6 6 1 9 6 6 . 8 2 8 1 2 2 . 7 71.4 2.0 .0 88 .026 6.477.211 82 998 ..4 16.8.8921 2 7 8 2..5 .164821.6 . 2168829.381.41646 7 6 8 4 7 . 7 8 6 6 6 6 1 6 6 8 1 6 8 8 6 6 6 8 . 1 8 6 6 3 7 1 721. .80 3 96 9 7 8 2 .7 6 6688 67 6688618821.6668 88722. 67 ..956463 8611.66.4588821. 9.96746762 671. 7 7 7.112 .8 673.0 31 682177..183 .6080 6 6 6 1 7 6688121..0710 7 6 8 8 6 . 1 1 6 . 8 6 6 . 1 1 4 8 1 2 668643 68 1 . 66 8 1 FOUND DISK 81.1 6786289811.0 .3300347 FOUND IRON PIPE 6 .8267.8586 6268.804 .52 .31 68 . 68 66888111..684882611..5 2668 8 668863388.33..3 607 0.63.8220. 6680.996.610087882017.1 78 .40 6 7 .30681 81 81.3.427 6 1.8637712. 1 8 6 6 9 68 8 1 6 . 6 9 7 6 . 6 9 8 8 9 0 7 .5 . 5 3 0 9 6 . 8 8 1 6 2 0 . 0 6 0.76' E'LY & 0.07' N'LY 6 98 6 4 0.22 N'LY & 0.07' E'LY671 6 .02 0. 0 6 6 7 68 6.172 .151 .8 68 688883232..3..017..2211 3.669889333..91 1..941 68 .59 6688066..87880400. 83 800.7.70 1..388 8.7 6 72 68 67 566.787242..18186.9701 21..033 1 6268.8110 .946 6 39 68 68 82 ..6192 4 668 0 66880 1.2177 67 .3205679 6 8 6 . 1 BUILDING CORER . 1 0 8 2 6 3 0 . 1 8 7 8 7 6 1 0 . 8 80 . .6 6 6 8 2 76 8 3. 6 688.1012 6 67 6 6 810. 70 68 6 21..18638 66886080.56 68 3792 2 0..6338880 62 1..4996 4.73' S. 66188.91 876527.27. 3.6 1.0 0.5.5.43 5 66.88605 60.43 04871..0464668810..5 . 66880..3869 . 1 68 8 7 4 7 1 0 9 8 6 . 1 1 6 0 34 2..86 .8 810 67 677.6868 .2861.8 0.6 6 0..94618806880 6 68 80.33 4 6.628821 N. FACE OF WALL 3 80 668 1..1540 .732016.97 68 .8637880 6 61 2..955 6 67 880 6 2 ..9400 110..9116 .9.648783667 8800.26 82 4 6 5 . 3 8 66882 7 6 6 0 . . 4 6 8 8 0 0 6 1 6 0 4 7 6 4 0 0 681.06 .4646.73 0.53' N. . 7680.68 01680.51 2 . 6 8 8 0 1 . 7 8 8 . 2 . 4 8 9 0 6 6 . 0 8 7 7 6 6 9 1 6 0 682.11 68 0..2 9 .607 66880 68 98067 0.568 7 0..839 6 86 68 55 66880800.6.66188500. FFE 3 684 74 .1 01. 0.96 4 .84 4. 0.2 66880 FFE 668 0.5 528681.6 6849 80.4 ..06672726. 7721.697 .505..5079 .89 1724.6070 68 . 8 7 0 8 . 6 8 1 1 . 9 6 0 9 6 6 7 3 6 8 0 7 7 . 80 1 6 5 0 66188.31 .3 667 9 800.4 0.5 06..526628 67 6 7.99.0 9.8 68 6880 .66286 680 .54618 67 67 67 360..6216180 87811.2 ..3696598.38596 .76 8.35 6 6 5 6 0 6 9 . 3 9 0 . 4 . 7 8 0 9 6 . 0 0 9 0 8 1 668766888700090. ..247 67 0. 1.8 1.9 .7 768067 688006.6876 1.8 68 6 ..1425 4 68 67 672.99636718 94 9 67 0..413 6 606.88100.0 66880 .91 6772.2.4968741..81 9 9.8 .87 00.1.60866 8 1 8 3 7 6 6 657.6. .0 711 1. 7 67 7 668 7 6 1 6 2 4 6 9 6 70 7 76 6 7 9. 76 .07 0.6.118 .77 6 1..6056286.74 7.78 6 1.8 5 2 67 6.373153.6.5793671.99 668800..50880 6771..987 0 30 .79 799..821 8791 6888801067 697.3 .87 2.1 0..606678800..0 6 .5774996.57 1 9 3 7 0.9.8469806..607..0816976708.10 .66714.6 .52 .8 6. 78 6 6 667 .70 2 9 0 668800.0666880 0 7 . .45 79.6 7 6 .7 8 0 .986068 702 67367 6 8 7 8 4 8 6 3 0 . 1 . 6 7 8 1 9 6 6 . 5 6 6 7 0 0 9 4 1 . 5 6 6 769. 9 679 267 6 676.4658611.6 80 6 ..73 7 9 6086 0 6 7 0 . . 6 7 7 6 0 D 9 0 6 979.65..9056 .76 4 667567.727781...0648 6 0..73678866088. 67 9 68 TE 71 7613 1.8 8.36 779 CA .W. 226.3764678. 802.1 668810 I 46.7722 6 6174 67 67 66 0 6 8 7 . 5 3 9 D 7 . 8 7 . 8 . . 1 1 4 0 8 47 6 3 .O 5.13. .9 7599.4 67 6 DE 67 7697.8 .39 7 68 6.70167 672 3 71.8.84 966.87 .82 9 6 RE DTH R .20 6 71 67 75 679 5 679 6 5.0768.0 ..0558 1 6 7 O 5 7 0 . 8 . 8 . 3 1 6 . F 9 I 0 . 8 7 . 9 9 1 2 3 732 .86 6 3 W 1 .78 72 6 667 0.1 66779 .78 67 TO 67 1.8 71.69673 68 2.26 7910 01 1.8 716.8667716717. 16.9.89 3.41 6.86 8.6 RE ABLE 1.67 8701 67 67 627671 71.93 67166.72. 67 61.8 67.60 67 6 6.719 E ..8356 7 6 . 9 I 7 H 0 7 6 . 2 4 7 7 8 9 6 7 95 8 R 779 .23 .0 66757 7395 2 676 .91 999 0..283 4 6 1.8 22 67 .594..48 86.6 .06 VA 79 5 7.58. 80 8109.59. 6 9.7 66879 67 2. 66 8 9..63 4 7696778 2.0 IRON ROD 67 FOUND 67.9647 6 806.60767 8.7774..854 1.79 16.779673. 6.02 79.0 66778909..07141 67 67 2.0 96 7 9 7 6 0 9 7 4 6 6 7 7 7 2 6 6 . . 3 6 . 6 26.9 6 799.7 0 0.54 06 .4561.66 6.4617 5 5 N'LY 6.67870 0 8722 & 1.12' E'LY 68 667 67 46.917556.7586 27.86 7.5 9.0 672.5.62 7.1990.822023 .1 2.3 .11 676 67 1 67 8 333 67696677799.0.2.62.0124996..5181 08 .56717585.7.556566..67.5557225. 8.87 677 16 2 7 4 5 5 1 0 . . 7 6 6 5 0 . 7 6 . 696.07799.6677 9 9 . 6 9 6 67 562.4766775 9..948 2 .17692 .57982.8788 2.5388 .536 67679 8 .2077. 67 66777999..957393 667.8 79 797696.4.7997658666.4797788..7.762 67 6 6679 67772116.1.2.87.77923225..5022.421.39 84 2.2 2 7757.687 6 .16 . 6 7 6 7 6 6 8 9 1 7 . . 9 3 9 7 9 6 6 . . . 7 7 1 0 7 9 6 6 6 5 6 .86 . 76 8 0 6 .8 . 6779. .60 7 9 19 6 677 0. 9 667 99. 003 96627.6676.567 86.87788 7688..678776498..6 6 .07 7 .90 6 9.1.138 88..956867668778 .56 9.005 2 6867 666778709..5 142 67800792..05617 72 4.56371 72 8 7 778 8 7 6778 .7467 6 866. 7 8..6647 4 6 09..6.11860966..75 66776..724.698 72.73.21 6 86.0 5 78.867 .87086.86779 667 ..624467 8..3983 .7582 .489.6867 66778 8..885 8 7 3 3 5 8 6 6 0 7 . 6 0 7 7 8 6 6 6 666879 6 6 9.1 .84 786 88673 7867 0 7 8 1 6 . . 7 8 7 8 7 1 7 7 6 . 6 8 3 . 1 7 6 3 7 4 6 8 7 6 6 6 7 7 . 6 . 6 6 6 7.7686 78 9 6 78 .139 .746.77.77774..991860 78 788.4 4 67 .214799..3 7 79 7 . 9 9 6 6 8 . .59.4 4 6 3 4 7 6779. 667 667777388.87.7456 5787..086351 6 67787.686..17617767763677767676976.7777787..7 1 6.1 67 78 78.8 .91 .4 6 .58 6 0 7 . 66 0 8 7 . 6 798 7586766.6577588..6768.156666777877..4033 77.26677 6677776.7787..6 6 6 678 4.76779 .463975 7. .21 .02 6 0 9 . 7 . 9 6 7 7 6 6 7 7 5 . . 6 9 7 9 1 6 9 7 067 6 30 76 6 8. 6846.2777.1754 4 9. 8 7 60 79.9.3 6 1 7 8 7 67 679 . 7 . 7 7 6 . 1 6 6 . 9 9..1 6 7 677687. 665777656.6 677 0 6 66777 777..669 .787 709 67 9.89 6 46.666.57 8.96.7479896 6 7..552 0 8.2 9.69 67 676.647734986. 67 0 67 866.8756267.6469 9 9 5 9 . 7 7 . 3 9 6 5 . . 6 . 5 8 6 6 8 1 9 6.6476..4 . 7 9 6 4 7 667798..49060 . 7 8 7 8 6 7 7 6 6 8 6 666.375556776 6 7 . 6 6 3 8 7 . 8 7 9 6 0 . 839 4 6 6 5 7 .1 6 5 667798..5503 6 02 .267 .2 636766. 8.7 667788..0 8 89 6. 4 67968 .1476 76. 667 6 67766.3 67 667 ..844 6776 .242 .8765.5.677785.8675.676 6 6 7 5 6 7 7 . 6 667 .0016 67 67 6

#22755 WVV #22795 RIM=685.60 INLET T/PIPE 10" N-S-W=679.80 RIM=687.90 IE 18" S,NW=674.43 #22673 INLET RIM=687.28 IE 10" W=684.15

N83° 25' 05"E 14.00'

E ACCESS EASEM

2 5.7

3 9 .92 7.0 2 .06 INLET 7.5 IE 12" NE=678.93 6866866.80.92668877.0.00043687.1687 8 68 .6348 RIM=686.45 8 .82668855. 8476 606876. .9.391 86.4 1 . 6 . 6 5 IE 8" S,W=674.95 687 687.265806786.18067 7 6 .2648 468

DRAWING NO. GRAPHIC SCALE

7 8.

C2.0

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C2.0 ExCond20360 S03.dwg 5/10/2022

DEMOLITION LEGEND MILL AND RESURFACE OR FULL DEPTH REMOVAL AS NEEDED

CONC. CURB/GUTTER OR UTILITY LINE TO BE REMOVED

BUFFALO GROVE TOWN CENTER UNIT 4

A=68.52' R=1093.04' CB=S27°40'04"E

#9862 INLET RIM=683.80 IE 12" S=680.50

PROJECT NO.:

LOT 2 NOT INCLUDED

#6739 INLET RIM=685.40 IE 12" N,E=681.50

FIRE LANE EASEMENT MODIFIED PER DOC 7002240 NO DIMENSIONAL DATA PROVIDED BUILDING HEIGHT 28.3'

BUILDING HEIGHT 32.1'

#6943 STM RIM=685.89 IE 6" E=680.34 IE 12" S=680.24 IE 10" W=680.31 T EMEN E EAS 676 N A L FIRE DOC. 4173 PER

28.51'

FOUND PK NAIL 0.40' NW. & 0.02' N.

#6320 INLET RIM=685.21 IE 10" E,NW=682.29

#6381 INLET RIM=685.19 IE 12" S,W=681.14 N89° 41' 29"E

BUILDING HEIGHT 32.7'

WATERMAIN EASEMENT PER DOC. 2432943

76'

#5749 STM RIM=685.86 IE 12" N,S=680.42 #5786 INLET RIM=684.24 IE 30" NE=675.20 IE 48" S=674.60 IE 12" NW=679.94

ENT

PARCEL 2 LOT 1

#8524 STM RIM=688.36 IE 24" E=682.86 IE 10" S=681.48 #8543 IE 30" W=676.73 INLET RIM=686.08 IE 10" N=682.08

.L.

#6860 2 STORY BRICK STM BUILDING RIM=686.06 IE 12" S=681.88 IE 6" NW=682.61

#6128 INLET RIM=685.83 IE 12" N=677.23 IE 30" E,W=676.33 IE 12" S=677.43 IE 10" SW=681.48 #6025 INLET RIM=685.65 IE 10" NE=683.13

35' B.S

#5793 INLET RIM=684.09 IE 12" N=676.71 IE 30" E,SW=675.69

#6196 INLET RIM=684.90 IE 12" N,S=680.40

72.38'

DRAWING NO. GRAPHIC SCALE ACCESS EASEMENT

#22755

NO. DATE

IBT EASEMENT PER DOC. 2737813

#6843 STM RIM=686.09 IE 8" NE,W=682.54

#7186 WVV RIM=687.04 T/PIPE 2" E-W=681.54 #22877 STM RIM=688.63 IE 30" NE,SE=675.43 IE 12" NE=678.93 #22859 INLET RIM=686.45 IE 8" S,W=674.95

453.55'

ACCESS EASEM

61.

49.76'

BUFFALO GROVE TOWN CENTER UNIT 3

N25° 58' 54"E 62.13'

#6095 INLET RIM=684.91 IE 12" N,S=679.56

#5773 INLET RIM=685.79 IE 12" E,S=681.54

24.46'

#6791 WVV RIM=686.09 T/PIPE N-S=679.47 #6800 WATER FILLED INLET RIM=686.16 IE 12" NW=682.19

FOUND PK NAIL 0.37' W'LY. & 0.14' N

#22896 INLET RIM=684.76 IE10" NE=680.86 #22895 SAN RIM=686.74 IE 8" NE,S=668.19

#5948 INLET RIM=685.60 IE 12" W=682.89

#6415 INLET RIM=685.36 IE 10" SE=682.63

#6897 SAN RIM=686.17 IE 8" N,S=667.82 IE 8" W=668.27

#6773 WVV RIM=689.85 T/P N-S=682.40

MATCHLINE SEE SEE C2.2 FOR CONTINUATION

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

#7070 INLET RIM=685.07 IE 24" NE,SW=676.32 IE 10" E=679.42

DEMOLITION PLAN - AREA 1

EXCEPTION TO BLANKET EASEMENT

MENT ACCESS EASE

#6743 INLET RIM=685.40 IE 12" S,W=681.05

MENT

#7103 SAN RIM=677.24 IE 8" NE,SW=667.24

S EASE

ACCES

R TE N CE 6 N W 67 3 O 7 41 ET . V C 8 O GR UNIT - DO O 8 AL 99 1 F / F /24 BU 07 C RE

TOWN PLACE TOWNHOMES SUBDIVISION

ILLINOIS

#8845 WVV RIM=688.97 T/PIPE 10" N-S=682.82

BUFFALO GROVE

#6707 INLET RIM=684.46 IE S=682.45

DRAWN BY:

#9001 INLET RIM=685.44 IE 12" N=680.34 IE 12" S=680.44 #8993 SAN RIM=686.48 IE SE=679.73 IE W=678.28

#9358 N47° 13'INLET 38"W 35.42' RIM=684.02 #9372 IE 12" SW=679.76 SAN MH PER ATLAS RIM=683.92 NOT FOUND IN FIELD IE NE=667.72 #9407 IE SE,SW=667.52 INLET IE SE=673.22 RIM=682.47 IE SW=675.01 IE 12" N=678.42 IE 12" E,S=678.05 #6950 INLET RIM=683.98 IE 24" E,S=677.53 #9406 INLET RIM=682.40 IE 24" N,W=677.70 IE 10" S=677.95

THE CLOVE

#9139 INLET RIM=685.49 IE 12" S,NW=680.21

MV/TK

ORIGINAL ISSUE DATE: APRIL 21, 2022

TE 8

#9327 WVV RIM=684.58 T/PIPE N-S=678.91 WATER FILLED

#8878 WVV RIM=687.52 T/PIPE 10" N-S=679.72

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID ETO HER RIABLE VA

#9174 STM ' T N .24 RIM=685.06 3 E 4 M IE 12"SENE,SE,SW=678.91 1 A "W SE 19 ' S 19 CE 9° AC 5 S

#9114 INLET RIM=684.94 IE 10" NW=680.63 PYLON SIGN

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

FOUND PK NAIL 0.35' NW.

W 0' .0 16" 0 4 8' 0 0° 5 S #9990 INLET RIM=684.74 IE 12" NE,SE=679.79 IE 12" W=679.64 IE 12" NW=679.74

PROJECT MANAGER: NO.

#10005 INLET RIM=683.60 IE 12" SE=679.97 IE 6" W=680.62

REVISIONS

#8892 STM RIM=685.29 IE 15" N=681.45

20360

0° 5 N

' 08

STRUCTURE/TREE TO BE REMOVED

A=34.38' R=40.00' CB=S74°45'31"W

1' .6 4 22 PARCEL 2 LOT 2 "E

N88° 58' 54"E 7.84'

DESCRIPTION

CONCRETE PAVEMENT OR SIDEWALK REMOVAL (FULL-DEPTH)

C2.1

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C2.1 Demo20360 S03.dwg 5/10/2022

MATCHLINE SEE SEE C2.1 FOR CONTINUATION

#21559 SAN RIM=684.83 IE 8" N,S=669.68 N00° 15' 59"W #20406 12.00' INLET TRANSFORMER TO REMAIN RIM=686.37 T/WATER=682.37 BOTTOM=678.37 NO VISIBLE S00° 15' 59"E OUTLET

#2882 INLET RIM=683.31 IE 10" N=679.57

#21764 INLET RIM=686.29 T/WATER=682.19 BOTTOM=679.29 NO VISIBLE OUTLET

S80° 43' 44"W 8.97'

S09° 16' 16"E 48.27'

#21784 SAN RIM=687.36 IE 8" N,S=670.76 IE 8" SW=670.86

DESCRIPTION

NO. DATE

#3159 STM RIM=684.52 UNABLE TO OPEN

MATCHLINE SEE SEE C2.3 FOR CONTINUATION

ILLINOIS

DRAWN BY:

MV/TK

5.14'

#2743 INLET #2746 RIM=683.43 WVV IE 10" S=679.72 RIM=683.77 T/PIPE N-S=677.72 WATER FILLED

' 44"E N80° 43 86.11'

N85° 58' 54"E 63.10'

TEMPORARY CONSTRUCTION EASEMENT PER 7487965

DRAWING NO. GRAPHIC SCALE

S04° 01' 06"

#20525 STM RIM=685.94 #20526 IE 12" N,SW=678.74 INLET

#20241 INLET RIM=683.76 IE 10" S=680.21

U 99 O AL F /19 F 6 BU 0/0 1 C RE

N04° 01' 0

#20598 INLET

#20478 FES IE=679.79

#2789 8 INLET WN 04 1 O 3 RIM=683.35 44 ET . V C IE 10" N=678.15 9 O GR NIT - DO IE 12" W=678.15

151.30'

333.60'

#23131 STM RIM=684.94 IE 10" S=680.84

#20567 24" FES IE=679.58

NT CE

#20099 STM RIM=684.96 IE 12" W=676.86 #20102 GREASE TRAP RIM=685.11 #20101 WVV RIM=684.96 T/PIPE 8" E-W=679.86

S04° 43' 20"E

4 N06° 35' 4

PEDESTRIAN ACCESS EASEMENT PER DOCUMENT 5593528

1 STORY BRICK BUILDING 99,958 SQ. FT. #108-228 MCHENRY ROAD

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

#2840 INLET RIM=683.38 IE 10" S=679.70

ENT

#21763 SAN RIM=686.53 IE 6" N,E,W,NW=679.28

STRUCTURE/TREE TO BE REMOVED

#20093 SAN RIM=684.36 UNABLE TO OPEN

15.13'

FOUND IRON PIPE 0.08 S. & 0.63' E.

CONCRETE PAVEMENT OR SIDEWALK REMOVAL (FULL-DEPTH)

#2926 INLET RIM=683.45 IE 10" N,S=678.40 IE 12" W=678.40

LOT 2 NOT INCLUDED

#21715 INLET RIM=686.34 T/WATER=682.24 BOTTOM=679.52 NO VISIBLE OUTLET

MILL AND RESURFACE OR FULL DEPTH REMOVAL AS NEEDED

#2976 INLET RIM=683.52 IE 24" E,W=674.52

79.25'

N00° 15' 59"W 19.00'

#3993 INLET RIM=685.57 IE 12" NE,NW=679.19

215.41'

#4198 INLET RIM=685.52 UNABLE TO OPEN

S89° 44' 01"W

18. THESE DRAWINGS DO NOT INCLUDE THE REMOVAL OF UNDERGROUND STORAGE TANKS. SHOULD UNDERGROUND STORAGE TANKS BE ENCOUNTERED, CONTRACTOR TO CONTACT OWNER AND ENGINEER TO DETERMINE RESPONSIBILITY FOR ANY ENVIRONMENTAL REMEDIATION OR REMOVAL WORK AS NECESSARY. ANY REMOVAL OF UNDERGROUND STORAGE TANKS MUST BE IN CONFORMANCE WITH LOCAL AND STATE STANDARDS.

BUFFALO GROVE

67.42'

147.99'

15. COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION TO THE FINAL LINES AND GRADES SHOWN ON THE CONTRACT DOCUMENTS. BACKFILL MATERIAL SHALL BE IDOT APPROVED AGGREGATE (CA-6) OR APPROVED EQUAL.

#20092 STM RIM=685.01 IE 12" S=679.66

#20122 STM RIM=685.65 IE 48" N,S=673.15 IE 10" W=677.80 50.00' S89° 44' 01"W

S89° 44' 01"W

70.00'

14. DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LEGAL MANNER.

DEMOLITION LEGEND

65.00' S89° 44' 01"W

#8782 STM RIM=687.90 IE 24" E=682.95 IE 24" SW=678.72

13. USE WATER SPRINKLING, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO MINIMIZE DUST AND DIRT FROM RISING AND SCATTERING IN THE AIR. COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.

THE CLOVE

#21540 INLET RIM=683.91 IE 10" NE=680.43 63.25'

N00° 15' 59"W 42.71'

EXISTING UTILITIES TO BE ABANDONED ARE TO BE CAPPED AT BOTH ENDS AND FILLED WITH FA-1 OR APPROVED EQUAL. ALL UNDERGROUND UTILITIES TO BE REMOVED ARE TO HAVE THEIR TRENCHES BACKFILLED WITH ENGINEERED FILL OR SELECT EXCAVATED MATERIAL, AS APPROVED BY THE GEOTECHNICAL ENGINEER, TO 95% OF MODIFIED PROCTOR DENSITY.

CONC. CURB/GUTTER OR UTILITY LINE TO BE REMOVED

ENT ACCESS EASEM

ACCESS EASEMENT

R=210.00'

A=30.58'

EXISTING UTILITIES, WHICH DO NOT SOLEY SERVICE STRUCTURES BEING DEMOLISHED, ARE TO BE KEPT IN SERVICE AND PROTECTED AGAINST DAMAGE DURING DEMOLITION OPERATIONS. CONTRACTOR SHALL ARRANGE FOR SHUT-OFF OF UTILITIES SERVING STRUCTURES TO BE DEMOLISHED. CONTRACTOR IS RESPONSIBLE FOR TURNING OFF, DISCONNECTING, AND SEALING INDICATED UTILITIES BEFORE STARTING DEMOLITION OPERATIONS.

EASEMENT PER DOC. 2737813

#4012 INLET RIM=685.37 IE 24" N,W=674.57 IE 12" SE=675.57

ELECTRIC METER TO BE REMOVED (TYP.)

#21786 INLET A=22.04' R=77.00' RIM=684.44 CB=N82°04'08"W IE 18" E,W=677.37 IE 12" S=677.64

17. EXISTING MONITORING WELLS ARE TO BE REMOVED AS NECESSARY AND SEALED BY STATE LICENSED WELL DRILLER PER ILLINOIS DEPARTMENT OF PUBLIC HEALTH REQUIREMENTS AND/OR LOCAL/COUNTY REQUIREMENTS.

BUILDING TO BE REMOVED

FOUND IRON PIPE 0.09' W.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS, PAVEMENTS AND UTILITIES TO REMAIN FROM ANY DAMAGE AND SHALL BE RESPONSIBLE FOR REPAIRING THE SAME.

A=119.00'

#21848 STM RIM=685.56 #21881 IE 10" N=679.76 SAN #21510 IE 12" SE=679.81 RIM=685.19 INLET 3 PHASE ELECTRIC LINE TO BE IE 12" SW=676.96 IE 8" N,SE,S=669.56 RIM=684.47 RELOCATED. IE 10" NW=680.72 EXCEPTION TO BLANKET EASEMENT R=425.00'

426.01'

A=28.99' R=125.49' CB=N47°20'41"E #22080 INLET RIM=686.95 IE 12" N=680.27 IE 10" S,W=680.27 S39° 36' 19"E 11.10' #22072 INLET N52° 51' 30"E 13.76' RIM=686.46 IE 10" N=682.05 #21978 WVV RIM=680.10 243.32' N89° 44' 01"E T/PIPE 10" E-W, 8" S=680.10

CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT FACILITIES.

16. SEE LANDSCAPE PLANS FOR INFORMATION ON LANDSCAPE AND TREE PROTECTION, PRESERVATION, AND REMOVAL.

#3046 STM RIM=683.90 IE 48" N,S=673.13

30.95'

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

#21815 INLET RIM=684.46 IE 30" N=674.40 IE 36" S=674.40

ITEMS OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE REMOVED AS WORK PROGRESSES AND AS APPROVED BY THE OWNER. SALVAGED ITEMS MUST BE TRANSPORTED FROM THE SITE AS THEY ARE REMOVED. STORAGE OR SALE OF REMOVED ITEMS ON SITE WILL NOT BE PERMITTED.

PROJECT MANAGER: NO.

41 82. ' 02"E 00'

N24° 41' 02"E 42.14'

12. REMOVAL, ABANDOMENT, AND RELOCATION OF EXISTING UTILITIES SHALL BE COMPLETED AS GENERALLY DEPICTED ON THESE PLANS. CONTRACTOR TO COORDINATE RELOCATIONS WITH THE UTILITY OWNER. CONTRACTOR SHALL MINIMIZE DISRUPTION OF SERVICE AND SHALL WORK WITH UTILITY OWNER TO MAINTAIN AN ACCEPTABLE LEVEL OF SERVICE. EXCEPTION TO BLANKET

#3082 INLET RIM=683.53 IE 12" SW=678.79

#21839 SAN TREE TO BE RIM=685.32 REMOVED IE 8" N,E=679.07 (TYP.) #21840 INLET RIM=684.41 IE 12" N,SW=679.44 TRANSFORMER TO REMAIN

STRUCTURES TO BE DEMOLISHED SHALL BE VACATED AND DISCONTINUED FROM USE PRIOR TO START OF WORK. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF STRUCTURES TO BE DEMOLISHED. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSES WILL BE MAINTAINED BY OWNER IN SO FAR AS PRACTICABLE. HOWEVER, VARIATIONS WITHIN THE STRUCTURES MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF DEMOLITION WORK.

11. CONTRACTOR SHALL LOCATE AND PROTECT EXISTING UNDERGROUND AND OVERHEAD UTILITIES DURING CONSTRUCTION. UTILITY PROTECTION SHALL BE COORDINATED WITH THE RESPECTIVE UTILITY OWNER AND THE GOVERNING MUNICIPALITY. DAMAGED CABLES/CONDUITS SHALL BE REPLACED IMMEDIATELY. ALL EXISTING STRUCTURES TO REMAIN SHALL BE PROTECTED THROUGHOUT THE CONSTRUCTION PROCESS. ALL DAMAGED STRUCTURES SHALL BE REPLACED IN-KIND AND THEIR REPLACEMENT COST SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

PYLON SIGN

#4130 INLET RIM=686.02 IE 24" NE,SW=677.92 IE 12" NW=678.37

#22284 #21827 GREASE TRAP INLET RIM=685.57 RIM=684.25 IE 12" S=680.15 IE 12" NW=680.20

N04° 01' 06"W 74.98' (74.97')

12.00'

#3131 INLET RIM=683.54 IE 12" N,SW=676.39

10. ALL PRIVATE UTILITIES (ELECTRIC, CABLE, TELEPHONE, FIBER OPTIC, GAS) SHALL BE REMOVED AND RELOCATED PER THE UTILITY OWNER AND THE LOCAL MUNICIPALITY'S REQUIREMENTS.

#4135 INLET RIM=686.03 IE 12" SE,NW=680.33 70.00'

#4162 SAN RIM=686.30 UNABLE TO OPEN

#22285 GREASE TRAP RIM=685.58

N2 4°

A=74.99' R=375.00' CB=N30°24'49"E

#3345 STM RIM=684.54 UNABLE TO OPEN

#4814 INLET RIM=686.46 IE 12" SW=681.61

CONTRACTOR MUST RECEIVE APPROVAL FROM CIVIL ENGINEER AND GEOTECHNICAL ENGINEER FOR THE MATERIAL TYPE AND USE IF CONTRACTOR DESIRES TO REUSE DEMOLISHED SITE PAVEMENT AS STRUCTURAL FILL.

BRICK PAVERS TO BE REMOVED

785.34'

#22227 INLET RIM=685.80 IE 18" E=673.75 IE 18" NW=674.07

66. 02'

BRICK PAVERS TO ASEMENT ACCESS EBE REMOVED #4783 SAN RIM=686.80 UNABLE TO OPEN

#3852 INLET RIM=683.53 BUILDING HEIGHT IE 10" S=677.02 20.6'

#22283 STM RIM=685.99 IE 10" S=680.84 #22286 GREASE TRAP RIM=685.59

ROAD OLD CHECKER

121.50'

FOUND IRON PIPE AT CORNER

61.25'

11.52'

12.72'

61.36'

#22310 SAN RIM=686.11 IE 8" N,S=669.11 IE 6" E=669.11 #22245 IE 9" E=676.76 INLET RIM=684.20 IE 10" E=680.63

A=22.80' R=150.00' CB=N29°02'17"E

N38° 26' 06"E

#7256 WVV RIM=684.88 T/PIPE 10" N-S=679.68 #7255 WVV RIM=684.83 T/PIPE 10" N-S=679.50

#5064 #4806 INLET WVV RIM=686.37 RIM=686.78 IE 12" S=682.37 T/PIPE 12" N-S=682.28

9"E

16.03'

A=29.86' R=97.00' CB=N42°11'34"E

N53° 51' 25"W

#4932 INLET RIM=683.95 UNABLE TO OPEN

#4805 WVV RIM=686.78 T/PIPE 12" E-W=682.09

DEMOLITION PLAN - AREA 2

9.00'

A=24.01' R=25.00' CB=N23°29'45"E

S56° 37' 28"E

N85° 58' 54"E

487.58'

ACCESS EASEM

25.03'

ALL PAVEMENT TO BE REMOVED ADJACENT TO PAVEMENT THAT IS TO REMAIN SHALL BE SAWCUT FULL DEPTH AT THE EDGES PRIOR TO REMOVAL TO OBTAIN A "CLEAN" JOINT WHERE IT ABUTS NEW CURB OR PAVEMENT.

REVISIONS

N04° 01' 06"W

#22403 STM RIM=686.16 IE 30" NE,SW=675.10 IE 12" SE=675.43

#22552 INLET RIM=686.07 IE 12" N=679.23 IE 12" W=676.79

'2 S09° 16

#22550 INLET RIM=684.78 IE 12" E,SW=676.38

BUILDING CORNER 12.71' N.

#8584 INLET RIM=687.94 IE 12" E=685.72

ORIGINAL ISSUE DATE: APRIL 21, 2022

17.00'

#5016 INLET RIM=684.54 IE 10" N=680.61

SIDEWALK AND ON-SITE PAVEMENT BUILDINGS, FOUNDATIONS, AND SUPPORTING WALLS AND SLABS UTILITIES CONSTRUCTION DEBRIS

20360

ENT ACCESS EASEM

#22587 GREASE TRAP RIM=686.23

#5187 SAN RIM=687.30 IE 8" N,SW=680.40

TE 83 S ROU

S85° 58' 54"W

16.97'

I ILLINO

#5340 INLET RIM=684.50 IE 10" N=677.75 IE 12" E=677.87 IE 10" S=678.00 IE 8" NW=678.13

BUILDING HEIGHT 20.9'

1 STORY BRICK BUILDING

N49° 01' 06"W

THE EXTENT OF DEMOLITION WORK IS AS GENERALLY SHOWN ON THE CONSTRUCTION DOCUMENTS. SPECIFIC DEMOLITION PROCESSES OR PROCEDURES FOR DEMOLITION AND STRUCTURAL CONSIDERATIONS ARE THE RESPONSIBILITY OF OTHERS. DEMOLITION INCLUDES, BUT IS NOT LIMITED TO, REMOVAL AND DISPOSAL OFFSITE OF THE FOLLOWING ITEMS:

· · · ·

BUILDING FOOTPRINT = 22,692 SQ. FT. #270-314 McHENRY ROAD

312.36'

#22673 INLET RIM=687.28 IE 10" W=684.15

#5399 INLET RIM=684.56 IE 10" S=680.76

EXCEPTION TO BLANKET EASEMENT

#22795 INLET RIM=687.90 IE 18" S,NW=674.43

DEMOLITION PLAN

PROJECT NO.:

N04° 01' 06"W

#22755 WVV RIM=685.60 T/PIPE 10" N-S-W=679.80

C2.2

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C2.1 Demo20360 S03.dwg 5/10/2022

MATCHLINE SEE SEE C2.2 FOR CONTINUATION

STM RIM=685.94 #20526 #20598 IE 12" N,SW=678.74 INLET INLET RIM=685.64 RIM=685.62 FOUND DISK 0.10' E. & 0.14 N. IE 12" N=681.52IE 12" W=682.04 #20267 IE 24" NE=679.27 #20617 BOLLARDS INLET IE 24" S=679.30INLET TO REMAIN RIM=684.17 RIM=686.37 IE 10" N=680.22 IE 12" NE=677.74 N89° 35' 41"E 138.55' IE 12" SE=675.85 IE 12" W=675.97 TRANSFORMER TO REMAIN

DESCRIPTION

E E

#1076 INLET RIM=682.72 IE 12 E,W=678.42

#1063 INLET RIM=682.77 IE 12" E=678.87

#20392 48" FES IE=671.43

#8293 INLET RIM=684.05 IE 12" E,W=680.40

#11015 INLET RIM=684.04 INLET IE 12" NE=680.94 RIM=684.07 IE 12" E,W=680.67 IE 12" W=680.90

#8261 88.02' INLET S85° 58' 40"W RIM=683.80 #8360 IE 12" W=681.89 INLET RIM=683.94 IE 12" N,SE=681.14

#8307 FOUND CROSS AT CORNER

FOUND IRON PIPE 0.22 N'LY & 0.07' E'LY

0.76' E'LY & 0.07' N'LY

0"W 9' 2 3 ° 69

#10756 SAN RIM=682.05 IE 6" SE,W=676.25

AC SS

A =14

STORMWATER DETENTION EASEMENT 2 PER DOC 4248745

9.5 9'

#10564 STM RIM=679.13 IE 24" NE=671.22 IE 24" S=671.75 IE 12" W=673.71

PARCEL 3A STORMWATER DETENTION EASEMENT 2 PER DOC 4248745

N80° 3

0' 23"W

183.88

PYLON SIGN

N01° 19' 44"E 23.30'

NO. DATE

41'

#10672 INLET RIM=678.87 IE 12" W=675.77

10701 STM IE 48" N,S=673.91 6 31.8 2 = A

GRATE=675.56 IE 24" RCP=671.46

ILLINOIS

DRAWN BY:

MV/TK

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

PROJECT MANAGER: NO.

#23030 18" FES IE=672.58 P.O.B. PARCEL 3A #10291 INLET RIM=678.95 IE 18" N,E,W=672.55

7' 159.8

. S.L . B 5'

FOUND IRON ROD 0.54 N'LY & 1.12' E'LY

LOT 1 WALGREEN'S BUFFALO GROVE RESUBDIVISION

#10244 INLET RIM=678.92 IE 18" S,W=673.42

LOT 1 TOWN CENTER SUBDIVISION

87.69

" 13' 04 S13°

215.7

10431 INLET RIM=680.39 IE 12" E=676.02

#10435 INLET RIM=680.40 IE 12" E,W=675.90

R=14

56' 32

N11°

LOT 2 WALGREEN'S BUFFALO GROVE RESUBDIVISION

P.O.C. EXCEPTION TO PARCEL 3

.83' 159

N. FACE OF WALL 0.53' N.

A=19.17' R=1498.91' CB=S09°38'28"E

BUFFALO GROVE

#10076 SAN RIM=682.47 IE 8" N,W=678.45

#21411 INLET RIM=684.14 IE 10" N=677.07 FOUND DISK

#1050 SAN RIM=683.91 #1093 #8285 SAN IE 8" N,W=675.21 INLET RIM=684.40 IE 8" E=675.31 RIM=683.59 IE 8" E,W=677.62 IE 48" SE,NW=671.31

#8068 WVV RIM=682.99 FOUND IRON PIPE AT CORNER T/PIPE E-W=675.71 WATER FILLED

R =2

LAK

4' 47.2

D A O

ED T ICA .W. D DE R.O E OR IDTH F TO LE W E R HE RIAB VA

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

202.59'

#2279 GREASE TRAP RIM=685.26

THE CLOVE

TEMPORARY CONSTRUCTION EASEMENT PER 7487965

29.

#21344 SAN RIM=681.94 BUILDINGIE CORER 8" E=678.82 S. IE4.73' 8" W=678.85

E E

#7602 #7597 INLET GREASE TRAP RIM=684.95 RIM=685.55 IE 10" S=677.30

S86° 26' 20"W N21° 49' 45"W 72.15'

#2281 GREASE TRAP RIM=685.23 #2280 GREASE TRAP RIM=685.21

' 29"E S09° 16 138.23'

#21398 SAN RIM=684.52 IE 10" E,W=675.40 IE 8" S=675.40

62.38'

TRANSFORMER TO REMAIN

132.11' ' 17"W N07° 59

134.19'

P.O.C. PARCEL 3A #21308 SAN RIM=684.65 UNABLE TO OPEN

#2308 INLET RIM=683.85 #2282 IE 12" N=680.92 SAN RIM=685.23 IE 6" E,S=679.58

#1136 INLET RIM=682.46 IE 12" N=679.75

AD) RY RO ICATED D (McHEN E D OFORE .O.W. HERET LE WIDTH R VARIAB

LOT 2 NOT INCLUDED

DEMOLITION PLAN - AREA 3

' 43"E N82° 00 84.71'

15.9'

#21164 INLET RIM=684.52 IE 10" W=681.06

TE 83

FOUND IRON PIPE 0.41' W.

#2120 INLET FIRE LANE EASEMENT RIM=683.04 PER DOC. 4431048 IE 10" E=678.14 IE 10" S=678.34 #2132 #2131 IE 12" W=678.24WVV #2367 WVV RIM=683.82 INLET RIM=683.93 T/PIPE 10" N-S=676.62 RIM=684.20 T/PIPE 10" E-W=676.78 IE 10" E,W=679.80 IE 12" S=679.80 BUILDING HEIGHT

295.83'

93.88'

#2369 STM RIM=685.39 IE 10" NE=680.34 IE 10" SW=680.07

FOUND CROSS AT CORNER

' 29"E

CUT AND CAP EXISTING GAS MAIN

#8132 INLET RIM=683.28 IE 10" SW=680.65

S09° 16

#1582 STM RIM=683.92 IE 48" N,SE=671.88

IS ROU

FOUND IRON PIPE AT CORNER

MENT ACCESS EASE #2102 INLET RIM=682.96 IE 10" N=677.98 IE 12" W=677.92

ORIGINAL ISSUE DATE: APRIL 21, 2022

.L.

#1249 INLET RIM=684.51 IE 12" E=675.79 IE 10" W=680.31

BUILDING HEIGHT 49.0'

#21220 INLET RIM=684.01 IE 10"N00° E=677.01 34' 45"E IE 12" W=675.46 23.72'

ILLINO

35' B.S

MENT ACCESS EASE

427.88'

#2085 INLET RIM=683.19 IE 10" S=679.45

P.O.B. EXCEPTION TO PARCEL 3

20360

#2487 SAN RIM=684.33 IE 8" N,W=678.02

N01° 03' 14"W

#1666 SAN RIM=683.85 IE 8" E,S=677.19

REVISIONS

N80° 43' 44"E 11.00'

#2070 INLET RIM=683.17 IE 10" N=679.62

#21123 INLET RIM=686.24 IE 12" N,S=681.94

#21243 INLET RIM=685.62 IE 12" N=682.62

#7729 INLET RIM=684.58 IE 12" N=679.07 IE 12" E=677.34

125.00'

BUILDING TO BE REMOVED

THAT PART TAKEN PER CONDEMNATION CASE RECORDED AS DOC. 7487965

' 16"E

INLET RIM=684.86 IE 10" N=680.82

#20880 INLET RIM=684.86 IE 10" S=681.64

TRANSFORMER TO REMAIN

#7665 INLET RIM=684.89 IE 10" S=679.94

#7642 INLET RIM=684.90 #2680 IE 12" SW=681.30 INLET RIM=684.89 IE 10" NE=680.69 IE 10" SE=680.54 IE 10" NW=680.52 #7752

PROJECT NO.:

EXCEPTION TO BLANKET EASEMENT

#2608 STM RIM=685.16 IE 10" NE,SE=680.42 IE 12" W=680.23

#2057 INLET PARCEL 3 RIM=683.36 1 IE 12" LOT E=678.18 IE 10" S=678.26 IE 15" W=678.19

#20824 INLET RIM=684.84 IE 10" N=679.49 IE 12" W=676.66

BOLLARDS TO REMAIN

T 1 CH N O L BA IO N IS FIRBDIV SU

PYLON SIGN

S09° 16

#21048 INLET RIM=685.54 IE 24" N=679.64 IE 12" S=681.49

TRANSFORMER TO REMAIN

STRUCTURE/TREE TO BE REMOVED

S80° 43' 44"W 5.00'

LOT 1 TURNBERRY SUBDIVISION

#20807 INLET RIM=683.99 IE 12" E,W=675.49

CONC. CURB/GUTTER OR UTILITY LINE TO BE REMOVED

117.23'

#23129 INLET RIM=684.88 IE 10" S=679.98 #20799 WVV RIM=684.63 T/PIPE 10" N,S,W=679.23

BOLLARDS TO REMAIN

CONCRETE PAVEMENT OR SIDEWALK REMOVAL (FULL-DEPTH)

LOT 2 BUFFALO GROVE TOWN CENTER UNIT 7 NOT INCLUDED

155.91'

#20925 STM RIM=686.49 IE 48" NE,S=672.27

63.10' S85° 58' 54"W

#7555 SAN #11066 RIM=684.99 STM IE 6" N=679.04 RIM=686.11 IE 8" S=679.04 IE 6" N,E=681.21 IE 10" W=681.16

#2049 INLET RIM=683.42 IE 10" N=679.59

MILL AND RESURFACE OR FULL DEPTH REMOVAL AS NEEDED

' 16"E S09° 16

#20699 SAN RIM=684.97 IE 8" E=673.37 #20781 IE 8" S=673.57 WVV RIM=684.92 T/PIPE 10" N-S=679.62

S04° 01' 06"E 67.10'

#20249 INLET RIM=684.06 IE 10" N=679.31 IE 12" E,W=675.06 IE 10" S=679.61

#20268 INLET RIM=684.43 IE 48" NE,W=672.68 #20111 SAN RIM=684.44 UNABLE TO OPEN

ACCESS EASEMENT PER DOCUMENT 5593529

#2042 INLET RIM=683.38 IE 10" N=678.08 IE 10" SE=679.63 BUILDING HEIGHT IE 10" S=678.1317.3' IE 12" W=678.08

#20108 INLET RIM=684.81 IE 10" N=679.61 IE 12" W=676.51

64.32'

67.10' N04° 01' 06"W

FOUND IRON PIPE 0.54' N. & 0.04' E.

DEMOLITION LEGEND

R K O

O C E

#10733 WVV RIM=678.09 T/PIPE N-S=667.46 A=83.81' R=2356.83' WATER FILLED CB=S66°41'02"W

DRAWING NO. #10559 TEMPORARY CONSTRUCTION STM EASEMENT PER 7487965 #10544 #10535 RIM=678.86 INLET IE 24" N,NE=670.96 RIM=678.04 INLET IE 36" S=670.76 RIM=677.60 IE 12" E=673.94 IE #10491 IE 12" S=673.99 12" N=674.31 INLET

GRAPHIC SCALE

C2.3

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C2.1 Demo20360 S03.dwg 5/10/2022

MATCHLINE SEE THIS SHEET FOR CONTINUATION

N25° 58' 54"E 62.13'

S04° 43' 20"E

4"W N06° 35' 4

EXISTING RETAIL TO REMAIN LOT 9

151.30'

333.60'

2 STORY BRICK BUILDING

N04° 01' 06"W

' 16"E

EXISTING RESTAURANT TO REMAIN

155.91'

63.10' S85° 58' 54"W

MATCHLINE SEE THIS SHEET FOR CONTINUATION

312.36'

S09° 16

S04° 01' 06"E 67.10'

LOT 4

138.55'

67.10' N04° 01' 06"W

PROPOSED MIXED USE

5.14' ' 44"E N80° 43 86.11'

LOT 3 S80° 43' 44"W 5.00'

' 16"E

S09° 16 125.00'

N01° 03' 14"W

TE 83 AD) RY RO ED (McHENRE DEDICAT . OFO .O.W HERET LE WIDTH R VARIAB

295.83'

N21° 49' 45"W 72.15'

' 29"E S09° 16 138.23'

132.11' ' 17"W N07° 59

N00° 34' 45"E 23.72'

IS ROU

' 29"E

' 43"E N82° 00 84.71'

EXISTING RESTAURANT TO REMAIN

S09° 16

K ETBAC KING S

ETBAC

PROPOSED GROCER 43,365 SF

ILLINO

20' PAR

DING S

35' BUIL

427.88'

LOT 2

N80° 43' 44"E 11.00'

88.02' S85° 58' 40"W

S86° 26' 20"W

202.59' "W

A=19.17' R=1498.91' CB=S09°38'28"E

.83' 159

N11°

.5 9 ' A =149

' 20

° 39 S69

87.6 9'

1' 215.7

13' 04

R=14

S13°

"W 56' 32

LOT 1

N80° 3

0' 23"W

183.88

K ING AC ILD U TB B E ' S 5 3 ING RK PA ' 0 2

N01° 19' 44"E 23.30'

7' 159.8

T SE

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

PROPOSED RESTAURANT

453.55'

ILLINOIS

S09° 16' 16"E 48.27'

LOT 7

N85° 58' 54"E 63.10'

N89° 35' 41"E

N89° 41' 29"E

BUFFALO GROVE

PARK PROGRAMMING BY OTHERS LOT 5

DRAWN BY:

S80° 43' 44"W 8.97'

MV/TK

S00° 15' 59"E 15.13'

THE CLOVE

63.25' S89° 44' 01"W 50.00' S89° 44' 01"W N00° 15' 59"W 12.00'

MOBILE GENERATOR

N00° 15' 59"W 19.00'

215.41'

PROPOSED RETAIL 4,210 SF

OVERALL LAYOUT PLAN

67.42'

147.99'

S89° 44' 01"W

DESCRIPTION

A=22.04' R=77.00' CB=N82°04'08"W

A=30.58' R=210.00' N00° 15' 59"W 42.71'

243.32'

TBACK

R=425.00'

426.01'

A=119.00'

TBACK

13.76'

ORIGINAL ISSUE DATE: APRIL 21, 2022

11.10'

ING SE

K 20' PAR

N52° 51' 30"E

EXISTING RETAIL TO REMAIN (ENTERTAINMENT)

LOT 6

ING SE

S39° 36' 19"E

65.00' S89° 44' 01"W 201.50' S00° 15' 59"E 19.00'

30.95'

A=28.99' R=125.49' CB=N47°20'41"E

LOT 8

S89° 44' 01"W

PROPOSED PARKING DECK

PROJECT NO.:

N38° 26' 06"E

N89° 44' 01"E

N06° 34' 55"W 70.43'

12.00'

D TE ICA .W. D E R.O ED OR IDTH F TO LE W RE HE RIAB VA

41'

N53° 51' 25"W

N04° 01' 06"W 74.98' (74.97') N24° 41' 02"E 42.14'

29.

A=74.99' R=375.00' CB=N30°24'49"E

PROPOSED RETAIL 6,167 SF

D 35' BUIL

N06° 34' 55"W 43.45' N89° 44' 01"E 34.21'

S06° 34' 55"E 45.00' N89° 44' 01"E 40.17' S00° 15' 59"E 8.00' N89° 44' 01"E 14.60' S84° 33' 21"E 29.55' N00° 15' 59"W 10.94'

N2 4° 41 82. ' 02"E 00'

N83° 25' 05"E 14.00'

N47° 13' 38"W 35.42'

11.52'

A=22.80' R=150.00' CB=N29°02'17"E

3 TE 8

S56° 37' 28"E

9 S5

' 19

785.34'

A=29.86' R=97.00' CB=N42°11'34"E

3.2 14

N88° 58' 54"E 7.84'

NO. DATE

ROAD

LOT 11

' W 00 16" . 0 ' 4 8 °0 0 S5

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

OLD CHECKER

0°

REVISIONS

487.58'

TE 83

A=24.01' R=25.00' CB=N23°29'45"E

N85° 58' 54"E

' 29"E

25.03'

9.00' 16.03'

N04° 01' 06"W

EXISTING RETAIL TO REMAIN

6 '1

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID E TO HER RIABLE VA

17.00'

IS ROU ILLINO

S85° 58' 54"W

A=34.38' R=40.00' CB=S74°45'31"W

S09° 16

16.97'

LOT 10 COMMERCIAL WITH DRIVE-THRU

20360

312.36'

N49° 01' 06"W

6 4.

PROJECT MANAGER: NO.

DRIVE THRU

N04° 01' 06"W

A=68.52' R=1093.04' CB=S27°40'04"E

4 ' AD 47.2RO 3 2 R= OK

O ' 1.86 KE C 3 2 LA A= A=83.81' R=2356.83' CB=S66°41'02"W

DRAWING NO. GRAPHIC SCALE

C3.0

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.0 OvSite20360 S03.dwg 5/10/2022

PAVING LEGEND

DESCRIPTION

ASPHALT RESURFACING OR FULL DEPTH PAVEMENT AS NECESSARY

CONCRETE SIDEWALK

A=68.52' R=1093.04' CB=S27°40'04"E

MILL AND RESURFACE

A=34.38' R=40.00' CB=S74°45'31"W

6 4. 22

PROJECT NO.: BUILDING HEIGHT 32.1'

NOTES: 1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.

FOUND PK NAIL 0.40' NW. & 0.02' N.

FOUND PK NAIL 0.37' W'LY. & 0.14' N

2. ALL PROPOSED ON-SITE STRIPING SHALL BE PAINTED YELLOW UNLESS OTHERWISE NOTED.

THE CLOVE

BUILDING HEIGHT 28.3'

LAYOUT PLAN - AREA 1

EXISTING RETAIL TO REMAIN (ENTERTAINMENT)

3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED.

N89° 41' 29"E

N25° 58' 54"E 62.13'

4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESS OTHERWISE NOTED.

453.55'

ILLINOIS

ORIGINAL ISSUE DATE: APRIL 21, 2022

TE 8

N47° 13' 38"W 35.42'

BUFFALO GROVE

9 S5

DRAWN BY:

9"W

1 9' °1

MV/TK

4 3.2 14

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID ETO HER RIABLE VA

N88° 58' 54"E 7.84'

FOUND PK NAIL 0.35' NW.

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

PROPOSED MONUMENT SIGN LOCATION

PROJECT MANAGER: NO.

LOT 11

REVISIONS

W 0' .0 16" 0 4 8' 0 0° 5 S

20360

0 0° 5 N

NO. DATE

" 16 ' 8

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

BUILDING HEIGHT 32.7'

EXISTING RETAIL TO REMAIN 2 STORY BRICK BUILDING

LOT 9

DRAWING NO. 2

GRAPHIC SCALE

MATCHLINE SEE SEE C3.2 FOR CONTINUATION

C3.1

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.1 Site20360 S03.dwg 5/10/2022

MATCHLINE SEE SEE C3.1 FOR CONTINUATION

50 .

A=22.80' R=150.00' CB=N29°02'17"E

28'

N2 4° 41 82. ' 02"E 00'

64.

15'

PROPOSED RETAIL 6,167 SF

N04° 01' 06"W 74.98' (74.97')

PROPOSED PARKING DECK

9' TYP.

30.95'

PROJECT NO.:

N24° 41' 02"E 42.14'

12.00'

N38° 26' 06"E

18.5'

N53° 51' 25"W

25.1'

25'

FOUND IRON PIPE AT CORNER

A=74.99' R=375.00' CB=N30°24'49"E

32.7'

11.52'

15'

S56° 37' 28"E

LOT 6 24'

A=28.99' R=125.49' CB=N47°20'41"E

6 24.5'

18.5'

11.10' 6

R=210.00'

41.9'

A=22.04' R=77.00' CB=N82°04'08"W

FOUND IRON PIPE 0.09' W.

A=30.58'

18.5'

1 44.1'

N00° 15' 59"W 42.71' 65.00' S89° 44' 01"W

PROPOSED RETAIL 4,210 SF

63.25' S89° 44' 01"W

215.41'

25'

S89° 44' 01"W

N00° 15' 59"W 19.00'

50.00' S89° 44' 01"W

67.42'

147.99'

426.01'

243.32'

ETBAC

N89° 44' 01"E

R=425.00'

24'

A=119.00'

KING S

13.76'

SETBA

N52° 51' 30"E

20' PAR

10'

36'

19.5'

18.5'

LDING 35' BUI

24.5' 19'

S39° 36' 19"E

DESCRIPTION

ORIGINAL ISSUE DATE: APRIL 21, 2022

785.34'

A=29.86' R=97.00' CB=N42°11'34"E

44.2'

N00° 15' 59"W 12.00' 15.8'

24'

19.5'

10'

S00° 15' 59"E 15.13'

S80° 43' 44"W 8.97'

PARK PROGRAMMING BY OTHERS LOT 5

62.8'

14 1

18.5'

151.30'

333.60'

24'

25'

1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.

S04° 43' 20"E

4 N06° 35' 4

LOT 7

S09° 16' 16"E 48.27'

NOTES:

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

FOUND IRON PIPE 0.08 S. & 0.63' E.

OAD

ILLINOIS

R OLD CHECKER

16.03'

A=24.01' R=25.00' CB=N23°29'45"E

487.58'

BUFFALO GROVE

9.00'

N85° 58' 54"E

DRAWN BY:

25.03'

' 29"E S09° 16

N04° 01' 06"W

MV/TK

25'

17.00'

66.7'

60.3'

12 S85° 58' 54"W

THE CLOVE

3' 12.5' 10.5'

16.97'

EXISTING RETAIL TO REMAIN

NO. DATE

N49° 01' 06"W

54.8'

TE 83 IS ROU ILLINO

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

18.5'

30.5'

PROPOSED MONUMENT SIGN LOCATION

REVISIONS

BUILDING HEIGHT 20.9'

MAINTENANCE AS NECESSARY

PROJECT MANAGER: NO.

LOT 10 COMMERCIAL WITH DRIVE-THRU

CONCRETE SIDEWALK

LAYOUT PLAN - AREA 2

18.5'

312.36'

5.2' 43.4' 14.6'

3' 12.5' 10.5'

ASPHALT RESURFACING OR FULL DEPTH PAVEMENT AS NECESSARY

25'

8' 8' 8'

20360

24.5'

DRIVE THRU

N04° 01' 06"W

PAVING LEGEND

9' TYP.

1 10

5.14'

18.5'

' 44"E N80° 43 86.11'

N85° 58' 54"E 63.10'

EXISTING

GRAPHIC SCALE S04° 01' 06"

N04° 01' 0

MATCHLINE SEE SEE C3.3 FOR CONTINUATION

DRAWING NO.

C3.2

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.1 Site20360 S03.dwg 5/10/2022

MATCHLINE SEE SEE C3.2 FOR CONTINUATION

BUILDING HEIGHT 17.3'

CONCRETE SIDEWALK

155.91'

63.10' S85° 58' 54"W

18.5'

24'

18.5'

67.6'

MAINTENANCE AS NECESSARY

18.5'

25'

PROPOSED MONUMENT SIGN LOCATION

LOT 3

84'

DESCRIPTION

138.55'

ASPHALT RESURFACING OR FULL DEPTH PAVEMENT AS NECESSARY

' 16"E S09° 16

LOT 4

S04° 01' 06"E 67.10'

N89° 35' 41"E

PROPOSED MIXED USE

EXISTING RESTAURANT TO REMAIN

67.10' N04° 01' 06"W

FOUND DISK 0.10' E. & 0.14 N.

FOUND IRON PIPE 0.54' N. & 0.04' E.

PAVING LEGEND

36'

83.6'

23.8'

9' TYP.

FOUND IRON PIPE AT CORNER

88.02' S85° 58' 40"W

A=19.17' R=1498.91' CB=S09°38'28"E

FOUND CROSS AT CORNER

S86° 26' 20"W

202.59'

N21° 49' 45"W 72.15' FOUND DISK 0.76' E'LY & 0.07' N'LY

FOUND IRON PIPE 0.22 N'LY & 0.07' E'LY

0"W 9' 2 3 ° 69

.83' 159

S BUILDING CORER 4.73' S.

A =14

N. FACE OF WALL 0.53' N.

R=14

56' 32

87.69

" 13' 04 S13°

215.7

AC TB

G DIN

29.

UIL

B 35'

41'

7' 159.8

FOUND IRON ROD 0.54 N'LY & 1.12' E'LY

B ET

6 31.8 2 = A

0' 23"W

20 183.88

R =2

LAK

GS N I K

N80° 3

R ' PA

4' 47.2

D A O

ED T ICA .W. D DE R.O E OR IDTH F TO LE W E R HE RIAB VA

R K O

O C E NOTES:

A=83.81' R=2356.83' CB=S66°41'02"W

1. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL PROPOSED ON-SITE STRIPING SHALL BE PAINTED YELLOW UNLESS OTHERWISE NOTED.

N01° 19' 44"E 23.30'

3. BUILDING DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING UNLESS OTHERWISE NOTED.

PROPOSED MONUMENT SIGN LOCATION

ILLINOIS

MV/TK

9.5 9'

N11°

LOT 1

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

18.5'

10 9

BUFFALO GROVE

132.11' ' 17"W N07° 59

24'

10'

' 29"E S09° 16 138.23'

9' TYP.

EXISTING RESTAURANT TO REMAIN

AD) RY RO ICATED D (McHEN E D OFORE .O.W. HERET LE WIDTH R VARIAB

BUILDING HEIGHT 15.9'

FOUND IRON PIPE 0.41' W.

N00° 34' 45"E 23.72'

295.83'

DRAWN BY:

' 29"E

' 43"E N82° 00 84.71'

THE CLOVE

TE 83

S09° 16

FOUND CROSS AT CORNER

MOBILE GENERATOR

IS ROU

104

ILLINO

.3 '

PROPOSED GROCER 43,365 SF

TBACK

FOUND IRON PIPE AT CORNER

E KING S

LOT 2

SETBA

11.5'

49.3'

LDING

20' PAR

35' BUI

2 8.2'

LAYOUT PLAN - AREA 3

5.4'

427.88'

18'

24.5'

8' 8'

25'

ORIGINAL ISSUE DATE: APRIL 21, 2022

25'

20360

18.5'

N01° 03' 14"W

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

N80° 43' 44"E 11.00'

13.5' 7.2' 6'

13.9' 6'

6.1'

18'

PROJECT MANAGER: NO.

PROPOSED RESTAURANT

125.00'

6' 7'

' 16"E

18.5'

24'

S09° 16

9' TYP.

29'

REVISIONS

18.5'

24.5'

PROJECT NO.:

18.5'

S80° 43' 44"W 5.00'

NO. DATE

24'

4. ALL CURB AND GUTTER SHALL BE B6.12 UNLESS OTHERWISE NOTED.

DRAWING NO. GRAPHIC SCALE

C3.3

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C3.1 Site20360 S03.dwg 5/10/2022

686.90 686.90 687.13 686.79 687.10 685.55 686.97 686.48 687.29 687.29 685.70 685.58 686.10 686.36 687.33 687.44 686.27 686.10 685.50 686.10 LOT 10 BUILDING HEIGHT COMMERCIAL 20.9' WITH 686.27687.56 685.45 686.10 687.30 DRIVE-THRU R 687.00 687.20 685.51685.57 687.38 .03 686.36 0 687.37 69 686.10 687.01 685.40 687.33687.40687.22 686.90 689.15 688.43 BUILDING CORNER R 686.65 RR 687.12 687.16 685.60 686.60 685.50 686.75 12.71' N. 9 7.9 8 687.11 6 685.42 685.72 68 686.56 7.5 68 685.49 5 7 685.80 .44 684.96 R 686.37 686.60 487.58' 58' 54"E 685.34 R °683.95 N85 684.51 KER ROAD EC687.25 OLD CH 6 6 7. 684.38 68 687.20 685.22 685.70 687.18 684.70 684.46 R 686.50 R 685.18 688.09 R 683.85HEIGHT 687.40 685.25 BUILDING R 687.20 684.95 687.40 20.6' 687.90 687.50 687.50 685.70 R 686.90 687.40 686.20 687.40 70.00' 686.18

3.4

685.30 685.00

9 3.4

8 0 3.6 3 6 68 83.3 6

WATER 6

0 4 9 .9 .8 67 679

7 9.7

4 7 9.8 6 67 67 9.7 8

FF 686.00

R 684.30

684.60

684.40

684.78 685.30

FF 686.00

684.32

R 683.90 685.30 685.50 684.90

685.20

683.90 685.40 684.70 686.00 685.30 R 683.60

684.70

684.16

684.00 R 683.50

' 43"E N82° 00 84.71'

683.90

686.00 685.40

MOBILE GENERATOR

N21° 49' 45"W 72.15'

S86° 26' 20"W

683.25

684.50 684.10

684.15

7 8 9.7 81.6 67 .21 9 86 4 12.677 7 1.7 1. 1.8 78 7 7 6 6 67 67 67671. 1..786 6 6 7 4.16 71 .8 67 46.46771 1.82 67 67

85 .85 1. 71 8607 6 7 . 3 8 1. 71 71.9 5 67 6 6 1.8 7 6

202.59'

.76

WATER

1 67

FOUND DISK 0.76' E'LY & 0.07' N'LY

4 1.8

0 .5 4.8 676

4 1.8 80 67 1. .83

0 1.0

FOUND IRON PIPE 67.82671 0.22 N'LY & 0.07' E'LY67711.83

.55

.81 71

3 1.8 4 67 71.8 1 6 8 83 1.8 78 67 . 1.7 .81 16. 67 671 671 6677171.8 .78 0

7' 159.8

.06 75 .82 1.93 6 1 67 67 0 1.8 2 9 67.79 7 . 6.0 1 1 67 .62 67 67 6 7 1 6 7 5.6 6.52 8.8 6 67766577.555.5 67 6 9.1 42 7 6 679.

FOUND IRON ROD 0.54 N'LY & 1.12' E'LY

0' 23"W

183.88

1 67

87.6

1.7

.82

0 6.3

1' 215.7

.80 71

DESCRIPTION

R=14

.95

N80° 3

4 67

6 6 4 1.8 71.7 67 4 6 . 191 6771.8 1.79 6 67 7 1.7 67

1 67 4 1.8 67

.5 9 ' A =149

.62 5 1.8 673

13' 04

7 1.8 67 7 8 1. 67

HWL = 678.50 NWL = 672.00 LOT 1

.83' 159

' 20

° 39 S69

WATER

N01° 19' 44"E 23.30'

A=19.17' R=1498.91' CB=S09°38'28"E

.12 1681.35 36 4 . 1 580 82 82. 8.5 9.66 6 6 67 67

S13°

"W 56' 32

6 .80 6.1 67 5.84 671 7 6 7 1.8 67 8 9 . 7 647 36 0.49. 6 68 67 1.8 67

FOUND CROSS AT CORNER

1.7 67

FOUND IRON PIPE AT CORNER

88.02' S85° 58' 40"W

R 682.72 R 682.77

684.41

N11°

BUILDING CORER 4.73' S. N. FACE OF WALL 0.53' N.

684.20

683.60

684.08

684.99 684.81 R 684.14

684.68

685.00 683.80

684.49

R 683.20

685.20

685.40

684.33

684.25

D TE ICA .W. D E R.O ED OR IDTH F TO LE W RE HE RIAB VA

41'

685.10 T/C 686.00 E/P 685.50

15.9'

AD) RY RO ED (McHENRE DEDICAT . OFO .O.W HERET LE WIDTH R VARIAB

N00° 34' 45"E 23.72'

685.50

132.11' ' 17"W N07° 59

R 684.04

295.83'

684.00

' 29"E S09° 16 138.23'

685.00 BUILDING HEIGHT

684.75

2 0 5.45.4 68 68 2 .4 5 68 4 8 5.45.3 68658.552.39 6868

TE 83

FOUND685.00 CROSS AT CORNER

684.24 FOUND IRON PIPE 0.41' W.

NO. DATE

REVISIONS

684.92 684.91

' 29"E

BUILDING HEIGHT 49.0'

FOUND IRON PIPE AT CORNER

S09° 16

685.30 684.80

685.00 684.80

IS ROU

LOT 2

684.00

686.00

685.80

684.60

684.00 R 683.60

FF 686.00

685.69

684.60 684.80

684.00

682.00

686.00

684.40

684.80

684.50 685.50

N80° 43' 44"E 686.96 11.00'

ILLINO

427.88'

685.40 T/C 686.00 E/P 685.50

R 684.89 684.71 125.00'

N01° 03' 14"W

R 684.20

S80° 43' 44"W 5.00'

R 684.90 686.30 685.90 R 686.80 R 684.89

T684.20 FF 686.00 686.15 685.60

685.10 R 684.60 685.40

685.20

' 16"E

686.00 685.20 R 684.84

R 685.29 685.19685.22

684.70685.40

685.30

685.30 685.20 R 683.99

LOT 3 686.00

684.70 R 684.00

685.40 685.20

687.50

S09° 16

684.20

685.30686.30 686.10 685.50

685.80

R 683.60

684.65 685.30

MATCHLINE SEE THIS SHEET FOR CONTINUATION

685.93 FF 686.50 63.10' S85° 58' 54"W

LOT 9

155.91'

685.20

5.14' 685.403' 44"E N80° 4 86.11' 686.00

R 685.20 685.55 686.09

685.50 685.30

684.65

685.18

BUILDING HEIGHT 32.7'

' 16"E

685.10 BUILDING HEIGHT 684.80 17.3'

684.25 R 684.43

453.55'

S09° 16

684.69 684.50

LOT 4

S04° 01' 06"E 67.10'

R 684.30

138.55'

N89° 35' 41"E

67.10' N04° 01' 06"W

R 683.76 684.25 R 684.04

FOUND DISK 0.10' E. & 0.14 N.

687.50

684.90

686.40 684.80 686.10 685.55 685.00 684.70 N85° 58' 54"E 0' 63.1686.03

685.00 FOUND IRON PIPE 0.54' N. & 0.04' E.

687.15

686.10

685.10 684.50684.50 684.40 685.30

.8 79

3 9 6.56.6 68 668.695 6 8 . 66 68

2 STORY BRICK BUILDING

151.30'

5 9 .9 67

333.60'

685.00 685.40R 684.30

.8 79

N25° 58' 54"E 62.13'

S04° 43' 20"E

4"W N06° 35' 4

LOT 7

N89° 41' 29"E

R 685.20

R 684.30 685.00 684.66

S09° 16' 16"E 48.27'

687.70

LOT 5686.70

685.70

2 5 9.7 9.8 6 67 67 79.7 6 0 9.8 67

.73

S80° 43' 44"W 8.97'

R 685.20

R 684.30

ILLINOIS

5 3.3 68

3.3

FOUND PK NAIL 0.40' NW. & 0.02' N.

FOUND PK NAIL 0.37' W'LY. & 0.14' N

BUFFALO GROVE

FOUND IRON PIPE 0.08 S. & 0.63' E.

3.3

DRAWN BY:

S00° 15' 59"E 15.13'

FOUND IRON PIPE 0.60' W. & 0.30' N.

685.00

MV/TK

4 3.3 68

R 684.01

FF 687.00

686.35

685.00

FF 686.00

684.10

THE CLOVE

215.41'

685.00

685.40 R 684.30

684.55

67.42'

685.50

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

63.25' R 683.91 684.29 S89° 44' 01"W 50.00' R 685.65 S89° 44' 01"W .27 6 N00° 15' 59"W 83 2 6 6 683. 3 . 3 12.00' 68 2

BUILDING HEIGHT 32.1'

684.75

686.00

688.33

685.40

BUILDING HEIGHT 28.3'

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

686.00 A=22.04' R=77.00' CB=N82°04'08"W 684.62

R 685.12

147.99'

686.00

PROJECT MANAGER: NO.

A=30.58' R=210.00' N00° 15' 59"W 42.71'

N00° 15' 59"W 19.00'

FOUND IRON PIPE 0.53' W. & 0.12' N

685.30 R 684.50

243.32'

S89° 44' 01"W

201.50' S00° 15' 59"E 19.00'

R=425.00'

OVERALL GRADING PLAN

A=119.00'

686.20 686.50 R 686.00 686.20 686.40 686.20 686.35 686.50 685.80 686.85

PROJECT NO.:

13.76'

WATER

S89° 44' 01"W

686.40

685.80 R 685.00

FOUND IRON PIPE 0.09' S. & 0.51' E.

65.00' S89° 44' 01"W

686.10 R 685.65 R686.30 685.90

29.

LOT 8

R 687.20

LOT 6

685.30685.00 R 685.20 R 684.50

11.10'

FOUND IRON PIPE 0.09' W.

N06° 34' 55"W 70.43'

FF 686.00

R 687.25

30.95'

687.40 687.50 687.40

687.30

685.70 686.50

N89° 44' 01"E

R 687.00

N52° 51' 30"E

N47° 13' 38"W 35.42'

FF 688.00687.40

687.40

A=28.99' R=125.49' CB=N47°20'41"E S39° 36' 19"E

687.93

N38° 26' 06"E

12.00'

426.01'

N06° 34' 55"W 43.45' N89° 44' 01"E 34.21'

N53° 51' 25"W

70.00'

N04° 01' 06"W 74.98' (74.97') N24° 41' 02"E 42.14'

W. FACE OF SIGN 0.4' E.

A=74.99' R=375.00' CB=N30°24'49"E

685.80 685.20

N. FACE OF SIGN 1.2' S.

S06° 34' 55"E 45.00' N89° 44' 01"E 40.17' S00° 15' 59"E 8.00' N89° 44' 01"E 14.60' S84° 33' 21"E 29.55' N00° 15' 59"W 10.94'

686.20 687.96 686.90 686.40

685.40

N83° 25' 05"E 14.00'

684.35 G

FOUND IRON PIPE AT CORNER

N2 4° 41 82. ' 02"E 00'

686.37

1 9°

9"W

A=22.80' R=150.00' CB=N29°02'17"E

.2 43

ORIGINAL ISSUE DATE: APRIL 21, 2022

11.52'

' W 00 16" . 0 ' 4 8 °0 0 S5

3 TE 8

685.00

LOT 11

N88° 58' 54"E 7.84'

TE 83

S56° 37' 28"E

685.14

A=34.38' R=40.00' CB=S74°45'31"W 6 68 84.7 4.6 8 8

E 6"

785.34'

A=29.86' R=97.00' CB=N42°11'34"E

121.50'

12.72'

A=24.01' R=25.00' CB=N23°29'45"E

' 29"E

25.03'

9.00' 16.03'

N04° 01' 06"W

FOUND PK NAIL 0.35' NW.

20360

E E

17.00'

0°

' 08

6 .42 84084. 46.34.29 61 8 6 68

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID E TO HER RIABLE VA

16.97'

4 22

IS ROU ILLINO

FF 688.00

S09° 16

S85° 58' 54"W

A=68.52' R=1093.04' CB=S27°40'04"E

DRIVE THRU

312.36'

N49° 01' 06"W

686.72 686.62

686.49 686.29

N04° 01' 06"W

E E

MATCHLINE SEE THIS SHEET FOR CONTINUATION

4 ' AD 47.2RO 3 2 R= OK

O ' 1.86 KE C 3 2 LA A=

A=83.81' R=2356.83' CB=S66°41'02"W

DRAWING NO. GRAPHIC SCALE

C4.0

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C4.0 OvGrd20360 S03.dwg 5/10/2022

NOTES: 1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHIN OR ALONG CURB AND GUTTER REFER TO EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED.

8 4.059 66883.

7 4.394 66883.

DESCRIPTION

3 4.615 6688241. 1 9 . 4 4. 68 .97.9628 4.40 6 7 68484 68 4.7.35 0 . 6 5 66884 68 4.97 3 4.955 68 3 66884. 0 5.1 .6 7 4 68 6 4. 68 68 .07 3 5 66884. 68 4.671 4.7 8 68 4 68 6.5 6 6 8 8 6 6 6 845.05 5.804.5 .61 6 0 9 84.7 8 6 3 6884.6 5.0 6 . 8 .79 4 4 6 .601 68 35 684 68 63 1 6854. .848.92 .93 . 6 5 4 4 8 4..60628 5.2.84 68 68 68 4 1 6884 4.8 .762 6 7 68 8844.4 6 4.9 8 .323 6 2 3 . 7 68 ..30 8854.8 6 4 6 8 6 6 66884 9 9 4.2 40 5.0 7 68 684. .79 4 68 84.9 0 68 6 0 0 2 5. 2 5.0 5 5.1 66884.5 68 18 68 4.6 9 . 8 5 6 68 4.7 68 9 6 6 5.192 0 8 6 5 66884. 5.198 4.3 66885. 84..829 66884. 68 4.725 1 6 6 8 .523 68 5. 8 1 6 85 .1 6 4.1 4.607 5.385.5 .46 6685 68 4.8 8 8 5 8 8 1 6 9 8 5 6 6 6 4 5.7 685. 6 4.732 5 5.7 7 4.619 68 66884. 9 5.2 .39 66885.3 66884. 4.7 68 685 .67 8 5 8 6 4 5 4 68 4.6 5 6844..10 8 5.6 8 66884.1 68 68 44.4.07 3 5 5.4 8 68 0 8 . 8 4 6 8 5 6 2 5.6 5.8 6 68 68 5.850 3.8 68 .52 .85 68 4.1 66885. 68 85 685 46.82 5.95 8 68 .43 6 2 . 5 7 68 618 68 6 68 .15 6.7 4.1 5.6 687 87.3 6.82 8 0 6 68 6 5 4 3 7 5.1 9 7 .04 5.7 5.1 68 85 6.4 7 3 6.3 68 68 6 5 8 3 4 6 . . 7 4 6 .2768 . .08 4 4 5 . .9.49 6 4 8 8 7 5 4 8 8 6 6.11 8 6 6684 3 68 FOUND PK NAIL 66884 4.9 8 5 5.1 4.0 68 .32 68 9 68 .41 .17 6.1 68 31 86 686 .45 85 0.35' NW. 68 4.5 8 4 6 6 . 0 8 44.4 6 0 .1 6 . 8 8 5 5 668 6 3 6 84 8 4 68 5.058 5.9 .62 4. 6 .9 .34 .0 0 66884. 05 684 68 684.87 68 .78 68 85 4 8854.54 6 1 4 . 6 . 8 6 6 4 .80 686 8 4 9 5 4 7 84 .84 0 5 6 6 6 6 3 8 884.5 . 8 9 . . 3 8 8 . 6 4 7 . 1 6 1 5 6 6 68 4.8 .40 8 6 5 7 84 2 6 .0 68 68 7.0 4.3 3 3 6.7 68 4.548 4.5 2 68 5.2 685.0 4.99 8685 06 68 .04 68 8 66884. 6884.8.47 844..836 0 7 68 . 0 4 6 68 4.9 3 2 7 8 5 9 6 84 668 6. 9 1 66884.6 7.1 76 7.3 4.6 68 6 6.4 68 6 6.3 7.1 6887.1 68 68 0 68 68 68 7.14 9 .07 2 5.2 5.33 .0.568 6 4.7 9 5 3 5 3 . 6 8 1 8 687 8 8 5 3 6 4 6 6 68 5 87. 8 7.2 4.6 66 7.0 68 4 5.0 68 5.4 68 68 7.3 6 6.4 1 7.3 68 .519 5.391 68 4.64 68 638 68 68 8854.9 7.3 668844. 6 8 6 . 8 6 1 4 7 6 68 6 .0 6 .23 6.6 .53 68 7.7 4.8 5.49385 .68 .540 .39 87 68 87 66 68 .678 7 66884. 6 85 8844.5 87 6 .00 0 74 8855.1 02 6 687. . 6 6 6 8 . 6 6 . 4 8 8 6 61 68 6 6 6 68 2 68 9 35 68 5 6 68 4.9 84. 5 6.4 .817 6 87. .5 6868485.50.00 16 68 0 .74 .61 6.6 8855.2 8.1 7 7.4 6 71 688 6 4 8 8 6 . 8 . 5 8 5 8 8 6 8 6 . 4 6 8 6 6 6 5 685 .1198 8.3 68 68 7 66884.8 5.728 5.1 68 7.82 .12 .06 .07 5.735 66885. .76 68 68 4.548 8 87 .47 8 85 66885. .11 87 6 6 6 5 6 6 4 5 6 . 8 .75 84 .98 8 8 6 6 6 4 8 4 1 86 2 6 9 6885. .53 4.8 99 8.0 8 6 8.7 6.9 6 0 8 4 5.7 7 8 2 4 8 6 . 8 3 7 8 . 0 6 . 8 6 0 6 6 8 4. 5 5 2 . 9 5 6 0 .0 4.3 6.3 6 8 6 3687 4.598 4 . 98 66885. 2 6.7 68865.4 5.4 685 .15 2 68 68 84 .117 5.7 8.0 7.9 5 8.2 6 68 68 68 686 66884.9 4.2 .19 8854.6 68 68 68 4 6 68 8 8 6 8 6.1 4 6 . 8 .460 6 4 6 4 7 2 3 7 .00 68 5.1 .8 4 3 6.0 3 .381 1 6 8 8.1 688 7.90 68 68855.4 66885.6 8854.9 6884.9 4.2 .66 68 .8.332 5.2 6 5 .4 8 7 6 68 4 8 8 4 6 8 6 6 0 3 6 .469 6 01 66884 6 5 6.2 6 4.2 68 8. 8.00 1 1 55.9.48 1 66885.7 68 1 8 8 2 0 8 8 6 . . 7 4 1 9 6 6 . 6 . 84 .97 6 .5 .7 688 5 .5 68 .0.780 .46 0 684 68 85 87 47 68 84 6 3 6 6 1 . 6 6 8 . 7 84 5 6685 6 7 6 3 87. 5.5 4 68 5.845 .19 66885. 6884.9 3 68 6 66885. 7.3 6.67 86 6.2 8 4 . 8 6 8 8 7 . 5 6 6 48 7.1 7 2 68 .81 .04 4 5.7 68 68 .01 8.0 85 85 0 10 4037 68 5.1 6854.50 8 . 6 6 2 4 5 0 . 8 6 . 6 . 8 6 4 0 1 68 66886 .89 6.283 6.7 68 66884. 3 6.0 66885. 685 68 0 0 5.5 68 4 6.0 84 ..0692 .93 6 6 68 6.1 8 . 1 5 5 5 . 8 6 . 8 6 7 5 8 6 7 66884 68 6 9 66885. 68 8.7 6 3 3 3 .521 6.405 5.2 2 1 68 8.1 .6.248 8866.0 7327 66886. 6.0 7.18 68 8 4.5 6 . 4.3 3.6 6 8 8 6 8 8 6 5 8 8 6 6 6 0 8 6. 6 6 68 5 6.6 6686 5.164 6.1 668 68 4 0 5.6 6884. 0 68 .71 .915 68 7.9 3 7.7 .7.236 1 6 8 6 8 7.8 1 83 6 1 . 4 3 6 3 6 . 9 6 5 . 5 .5 1 5 68 7 66886 66883. 68 8866.4 8866.1 68 .1 9 6 8.8 6 6 0 8 6 6 68 3 .7568 52 5 .6 0 6.6 8 . 6 2 3 8 4 . 9 8 3 3 . 1 . 9 8 68 7 0 6 6 7 5 6 5. 66 3. 68 4.1 9 68 68 4.4 7.0 7 68 66884. 68 68 24 68 84.54 85.0 66886.6 ..8550 6 .97 687. 25 1 6 6 . 4 6 6 6 2 8 7 . 5 8 . 6686 6 6 68 6. 68 4 1 7.3 8 68 68 68 5.2 6 .69 1 68 78 87..283 5.7 4 7 66884.6 86 .94 6 .99 83.29 .69 6986. 68 7 6 6 . 5.4 8 2 6 6 9 8 6 .75 88 6 2. 6 68 68 6.0 73 0 .24 68 39 88 6 .45 8 4 8 . 2 . 8 6 . 6 8 6 6 3 6 4 8 88 6 7 1 . 68 66883. .51 68 5 68 66886.7 6.4 10 00 92 6 .06 82 5.8 52 . . 2 6 . 6 . 8 6 6 . 8 4 6 5 6 7 8 8 3 5 6 6 67 8 8 .95 6 2 6. .1 4 68 6.06 0 68 68 2 4 5.5 68 68 8.6 6 68 3.1 8 854.6 6.0 .89 685.62 6.7 3 .80 4.0 68 68 86.1 68 68 685 5.4 668 .44 82 68 1 68 2.8 .6.116 3 6 68 6 7 8 3 68 . 2 8 7 7 6 6 6 66883 3.1 5 6.2 2.9 68 4 68 68 68 6.8 .37 3.1 68 0 1 6 3 9 0 8 68 2 . 6 7. 6 2 83 .75 6.3 3.2 6 68 9 68 6.886 66882.7 .596682 68 .83 0 2 3.0 2 5 8 8 . 9 9 1 6 6 2 5 6 2 2. 0 .6 1 8.792 6.1 .0 685. 68 68 5 82 0 68688. 68 686 .82 682.6 4 4 6 2 0 . . 5 6 6 3 68 2. .2 87 .6 .69 4 68 68 .60 682 8.7 6 .348 686 6686 .42 68 88.9 8865.9 68 82 3 6 0 6 8 6 3 6 8 6 .08 2.9 5.169 2 68 7 66884. 8.8 2.9 68 9.01 68 8 6 3 2.7 66885.2 4 68 4.7 5 34 78 4.2 0 .863 . . 9 8 2 6 2 . 6 6 6 4 68 9 68 68 66886. 4.280 30 7 66883. 683. 6.1 82 6 8 6 5. 8.9 66885. 68 68 .13 20 5.062 7 . 9 4 3 7 68 66884.

2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL THICKNESS OR PAVEMENT SECTION TO ESTABLISH SUBGRADE ELEVATIONS. 3. PROVIDE 1.50% CROSS SLOPE AND 4.00% MAXIMUM LONGITUDINAL SLOPE ON ALL SIDEWALKS AND PEDESTRIAN PATHS UNLESS OTHERWISE INDICATED. PLEASE NOTE THAT THE ILLINOIS ACCESSIBILITY CODE REQUIRES A MAXIMUM CONSTRUCTED CROSS SLOPE OF 2.00% AND LONGITUDINAL SLOPE OF 5.00%.

A=68.52' R=1093.04' CB=S27°40'04"E

A=34.38' R=40.00' CB=S74°45'31"W

6 4. 22

5.4

6.6

9 7 5.7 6.282 68 66885.

1 6.278 66885.

6 1 7.0 7.1 68 68 3 0 0 . 7 7.1 68 68 8 6.0 68

.1 85

8.9

2 .14 6.3 68 .30 686 6 68

5.9

68 68

7 6.172 66885.

6 50 6.387 6. .02 66885. 66886 2 6.507 7 2 66886. 6.4 2 865.3.80 8 6 .3 668 6 4 68 6.4 0 66886.0

6 6885.8 5.3 4 1

5.5

7 9 687.09 FFE 7.0 7.0 68 68 67.11 0 . 3 8768 6.0 1 6 6885.6 6

4 5.4 .905 5 3 66885.

2 5.9 68

0 6.402 66886.

.5 86

687.09 FFE

6 0 7.0 7.0 68 68 0 3 7.1 7.0 68 68 3 6.9 68

.68

9 68

9 9.5 4 68 89.8 6

7 5.7 1 68 685.9

.25

9 0 95 .9 68 1 89. 689 0.0 6

6 7.0 .12 68 6872 2 0 . 7 7.1 68 68

7 5.8 68

5 2 6.2 .7 4

6 3 6.840 68HEIGHT BUILDING 66886. 66886. 4 28.3' 0 . 7

687.14 FFE

5.7

4 9.0

6 2 5.9 .3 4 6868865.8 6

8 6.396 66885.

6 6.619 66886.

BUILDING HEIGHT 32.1'

.15

7.1

7 68

7.1

.12 04 .10 687 7. 68

7 68

3 7.1 68 0 4 68 6.9 6.842 68 66886.

8 42 6.9 26876. .969887.4.906 0 . 8 6 7 6 668 68

6 6.731 66886. 3 6.717 66886.

6.8

68 68

6.7

5 4 9.7 9.8 68 68 0 3 5 9.8 9.3 68 9.8 68 68

.684 86 .2 .156686 6 8 7 6.492 66885.

.94 1 0.0 689

.75 .77 .91 89 689 88 6 2 6 .5

1 8 4 .68 9.5 9.0 9.7 689 68 68 68 73 14 68 .2.885 3 7 6 7 . . .60 68 2 6 1 66886 4865.9 0 6 68 6.6 66886. 6.500 8 79 5.9668 8.8 6.9 8 6 66886. .76986. .716.74 .8.488 2 68 68 0086.9 2737 66886.4 . . 6 6 7 5 . 4 7 7 7 8 8 3 8 7 2 6 6 .47 86 6 6686 4 68 7 68 6 6.7867.9 4 7. 83 2 6886. 6.0 2 7.3 687.02 6.720 6866.1.71 68 686 66886. 1 86 46 6 6.847 68 86.6 6.489 68 68 66.6 7.279 6 .00 .281 6 66886. 6.9 .7 68 66886. 66885. 2 68 6.7 6686. 8 5 00 87 6 10 66886. 996 8865.8 8 55.8.41 6 8 6 6 6 2 6 6 6 . 3 6 6 . . 6 8 8 8 6 4 3 86 7 8 6 668 4 6. 9 7.0 2 4 6.226 866.268866. .72 6.1.647 66886. 7.6 66886. 66886.4 6.0 4 68 6.9 26 6.62368 6. 68 6.849 6 68 6.499 .14 .14 4 68 .6.264 1796 6152 66886. 68 66886. 2 8 7 . . 0 6 . 5 6 7 66885. 8 6 6 8 7 9 6 68 6686 7.0 88.7 0 5 66886. 7.1 5.868 5. 68 .30 .869 6.1 68 6 68 68 6.9 68 6.411 .02 8866.3 16 7 68 7 . 6 6 7 8 68 .02 66886. 6 . 8 2 9 6 6 39 89 .90 6 4 68 5 6.1 3 68855.3 86 1 9.26789. 6 5.9 5.7 6885.6 04 6 6 3 1 6 . 8 . 8 6 4 8 8 9 6 6 9 6 6 6 6. 8 5. 6.218 6.1 68 68 66886.3 68 4 66886. .331 68 .09 6 2 6 66.4.00 84 4973 7 8 86 . 5 0 .8364 . 5 . 66886. 6 6 6 8 6 5 8 6 0 5 8 4 6 7. 6.4.97 66885. 1 6886. 68 66886. 5.8 6.498 6.1 68 6 6.608 66885 .408 .406 68 66885. 68 66886. 7 8865.8 8865.9 .00 5 6 7 6 6 9 . 6 6 9 8 8 5 6 .3 7 6 5. 68 6.26866.62 2 6 8 6.1 68 .37 6 8 68 .0 68 .14 8 0 68 6.497 6865.91 7 6.508 6.506 558 .093 66885. 4 .428 8 66885. 66886. 668866. 8866. .06.6124 66886. 9.1 689 .6.1307 1 29 68865.6 5.6 6 395 9 6 5 . 4 6 . 6 2 5 0 . 6 6 3 8 6 9 5 . 6 68 . 66885.1 . . 6886 886 . 9 68 6. 6 6 86. 8 6 8 8 1 8 . . 6 5 6 6 5 1 8 6 6 6 2 5 9 8 6.051 6 6 .1 6 6 68 68 6 68 8 68 .699 3 6.722 6.3 9 8 6 .217 9 6.4 4 866.1 .61 66886. 0 6885.8 0 5 68 53 86 .7 .93 6.2 8 66886.0 8866.14 6 85 6.5057 75 6.2.1467866. .11 6685 8 668 .8.26 62 66885.8 65.4.94 6.2 6 6 4 0 6 1 8 8 0 . . . 8 8 668 6 66 6 0 86 6 6 7 6686 3 66886. .09 1 6.1 2 3 66886.3 66886. 668 6 66886. 68 66885. 6.1 9.1 689 68 6.388 5.9 2 6.722 6 5.826 6.387 68 68 66885. 66886. 66885. 7 86.2 0 0 1 0 4 1 4 . 0 7 0 6 6 6. 97 6. 6. 28 0 2 4 8.9 .67 68 66885. 68 66886. 05 66.4.06 3 8866.19 66.7.25 ..1782 9.2 68 2 8 3 6 . 8 6 . 8 6 5 6 6 7 6 8 668 6 668 6 6 4 40 8 .7 6 66885 1 6.281 5.8 68 1 68668.6. 856.18 6685 5.4 5 66885. 9.0 68 4 .71 68 6.8 68 8.9 3 .58 8 6.61.12 686.78 5 3 1 1 5 6 8 9 . 8 8 2 8 6 68 5. 4 5.841 .2 865.1.66 6.1 6 68 4 68 6.2 0 4.9 68 68 668 66885. 686 6.510 68 7 68 66885.8 .46 .63 .73 5.8 .0 7 566886. 29 86 5 . 1 9 1 9 0 . . 6 8 687686.16 686 6 9 6 6 6 5. 6.2 6.5 68 .7 6 68 68 68 68 68 85 686.02 27 0 2 6 2 2 FOUND PK NAIL 9 . 0 0 2 3 . 7 3 8 3 . 6 6 6 5 5. .8 6.616 5.7 6 84 66885.8 6886.2 6.2 66885. 68 684 66886. 68 0.40' NW. & 0.02' 5.7 2 .375 68 2 6 FOUND PK NAIL 0 0 . 6 4 4 85.8.41 8 .14 .88 666885.9 9 9 6 5 . . 5 0.37' W'LY. & 0.14' N 68 8 6 8 5 5 6 6 68 8 9 68 68 1 .65 .57 5.5 5.848 0 5.6 .73 88 688 68 .2.811 66885. .09 .15 .74 .20 8 68 85 6 6 9.1 6 6 6 5 1 6 5 6 8 3 . 7 8 8 8 6685 . 68 .2 7 6 6 6 72 68 9 6.5 .66 85 09 4 98 68 687 . 0 4 8 5 6 . 9 7 8 2 5 . . . 6 8 6 0 6 3 5 4 5 5 4 6 .9 2 6885.7 .74 5.7 68 6.5 6 66885. 66885. 6.3 1 68 6 85 .7570 68855.6 68 68 6.0 68 5.8 .79 6 8585. 6 83 66886. 68 8 . 6 .52 6 5 8 6 6 5 66 6 6 68 1 68 66886. 8 .167 .173 4.045 5.7 5.835 865.6 68865.7 6.2.777 6.6 5.550 6.500 68 68 2 66885. 8317 66886. 6 6885 .17 668 . 2 6 2 5 3 0 . 6 68 6. 66885 9 6.6 00 90 70 6.3 6 .00 .37 68 68 3 9 86 686. 6856.85. 66885.7 9.0 86 4 .12 1 68 06 6 8404 5.7 6.1 6 . 1 4 3 1 8 8 . 8 . . 5 5 0 6 6 6 2 6 6 1 .7 6 4 9 0687 687 7.1 85. 66885. 66885.9 6.13 68 5.7 6.5 7.9 687. 688 6.0 2 7 7.3 5 68 6 .24 68 68 68 68 686.16 55.9.54 6.5 68 86 6.4 64 287.26 6 5.7355 .89 8 8 . . 9 6 8 6 6 6 6 7 8 3 1 2 6 BUILDING HEIGHT 68 6 2 68 6. 68 .66 68 68687. 66885. 2 6.301 6 68 6.5 .6 4 87 1 6 6.6 66886. 32.7' 68686 7.6 6 87.6 6.1 32 68 .53 6.69 .70 8 5 3 6 . 6 68 6 8 66.0 68 68 5 .1 6 6 8 . 5 7 8 1 . 668 7 6 6 7 68 1 5 68 6.72768 68 3 8.8 66886. 6866.0.42 5.5 6.6 ..5181 8 8 8.8 68 5 6 6 7 6 .69 2 7 8 2 68 1 . 6 . 6 0 6 8 7 7 6 . 1 8 6 0 8 9 7 8 7 5 . 4 3 0 6 6 6 6 6 2 8. .1 .1 686.69 68 7.8 5 2 6.621 6.7 68 68 6990 90 0 5.7 5.392 68 6886. 9 6.622 7.9 68 .78 FFE 68 66884. 9 88.2 6 89.6 66886. .168 68 21 5.5 .20 86 3 7 6 6 . 4 8 5 6 . 6 2 9 6 8 4 7 96 6 9 8 6 .8 68 6. 96 68 7.80 88.839.5 .56 6.727 68866.0 .152 .732 7.3 .30687 7.32 86 66885. 85 8 6 6 66886. 6 8865.7 00 68 8866.3 .32 68 687 6 . 6 .22 66.95 6 5 3 6 5 7 6.6 6 686.67 6 .756 6.7 68 5.295 68 6 0 68 7 7 6 2 68 .92 66884. 5.625 9 7.3 FFE 66886. 5.9 85 66885. 68 87.1 858 6 . 68 5 0 3 6 .1 1 . 8 6 5 6 . 9 7 7 6 1 68 7 68 0 6.2 68 7.5 5.1 4.4 6 .12 68 6.054 6 68 7.32 68 68 2 87 84 5.9 66885. .94 . 4 6 7.8 8 . 8 5 5 1 6 5 6 0 68 68 68 6.3 .69 .43 68 1 66885. 0 6 7.1 4 1 8 5 5 9 8 2 . 8 6 6 .2 4.816 5 6 3 7 6 0 68 4. 6.3 6.6 68 7.41 687 87.2 .63 88.4 3 68 5.8 7 6.161 68 .29 68 6885.2 6 686.68 66885. 68 4 84 .85 87 6 6 .90 5 3 6 3 0 6 6 5 8 7 5 8 3 . 7 6 FFE 0 6. 68 1 7.4 1 6. 4.3 5 4.3 854.8 1 68 5.398 6887.4 868 1 68 4.8 68 5.7 686.70 .76 668 8.4 34 66884. 4 68 6 6.9 5.9 91 68 . 7 85.80 8 7 .20 68 688. 7.44 8 . 8 8 17 5 6 3 7 6 6 4 5 . FFE 4 86 5 8.5 68 68.46 87.7.2807.9 68 5.9 68 68 4 6865.9 5.2 .40 68 .79 68 68 68 .50 877.476 68 6 .80 30 .38 5 .06 60 6.4 68 39 68 685 . . 6 7 8 6 8 6 4 7 6 6 .86 . 1 6 .5 6 68 68 68 68 1 9 5 4 68 68 0 865.9 5 68 .99 0 4.2 5.4 5.7 5.8 68 6.5 668 6.6 85 68 4 7.72 5 68 68 68 0 55.5.07 .12 6 68.44 8 6 8 4 . 6 2 8 1 7 . 668 7 .8 6 68 5.0 68 6 687 5.8 6.0 3 85 68 68 .721 68 6885.9 4 6 .94 8866.2 .1.548 8 6 85 85.7 .46 6 .456 6 5 5 . 6 6 8 6 8.1 6 6685 6 686.73 68 8865.9 68 68 8.03 1 0 6 .48 5 2 1 8 8 2 FFE 6 8 8.5 6 6. 2 9 .23 7.2 .52 68 1 5.8 5.6 0 68 68 0 55.6.15 85 68 6.5 687 68 8.3 6885.2 .80 65.3.86 2 STORY BRICK 3 8 6 4 . 8 8 4 8 3 6 2 8 6 6 6 68 5 68 .23 87. 668 68 88.1 7 3 BUILDING 7.4 6 5 6.1 0 687 6 6 5.5 3 68 23 68 7.3 3 66885.0 1 6.5 . 3 8 3 . 8 0 6 6 6 3 65.8 6 1 8 . 8.5 8 . 0 4 8 6 4 . 8 668 7 .4 6 68 88.4 68 68 .67 01 .62 687.11 . 85 855..732 4 6 6 6 6 8 2 668 6 68 68 4 0 5 68 686.72 5.7 9 4 6.9 0 8.6 3 7.2 68 2 .03 66886.5 6 7.5 FFE 68 88.5 6.0 68 87 5 6.9 0 8 8 . 6 9 8 6 6 2 7 7 6 6 5. 50 6 68 7.1 0 5.4 66885. 6.9 68 68 .43 7.0 4 8 68 8865.95 68 87.0 4 6 8.7 6 . 8 6 6 68 1 05 3 .02 8855.3 . 5 8 0 . 7 6 8 . 4 5 3 7 6 68 2 6. 68 68 6.1.606 8 2 5 68 6.93 91 4 8.8 68 6 6. 7 .30 3 6.1 68 5.8 4.6 4.6 66885 68 68 686. 854.80 7.4 68 5.2 68 68 68 6 .20 8 7 2 8 7 68 0 2 6 6 68 6.55.9 7.1 6.166 3 6868 68 668853. 86.0.56 9 5 6 5 4 . 8 0 9 0 4 2 0 5 6 6.2 6. 4.7 4 6.3 6.54.9 68 7 7.5 .07 68 68 68 7 68 6868 6.0 5.85 68 7.2 687 .68 5.9500 6 7 5 8 . 8 5 8 0 6 . 5 8 6 . 6 5 6 7 5 68 .59 6885. 5 68 6.1 68 68 6 5.4 5 6.400 68 0 3 .58 68 68 66886. 46 5 85.8 .14 85 8.2 8 . 6 6 3 . 6 5 6 68 6 68 5 .9 66885.4 76.0.5656887. 68 9 86 8 7 8 6 . 668 .93 6.728 7 8 .100 4 .50 7.170 3 .48 88 .88 8 68 4 6.9.48 8876.6 87 66886. 24 85 6.7 84 9.2.15 04 6 3 8 6 6 2 9 .18 6 8 4 7.4 7 6 8 6 3 6 7 7 . 6 . 8 2 6 5 8 4 6 6 89 9. 7 7 6 6 6. 6. 9 68 9 6. 1 6. 68 6.6 07 2 66886. 68 6 68 68 66886.1 78 5 68 66886.0 6.3 0 68 6876..50 0 5.2 66885.9 6.2 99 .9.445 8 63 48 66. .29 .7.382 6 8.5 68 .63 . 8 5 6 5 6 8 5 7 8 9 6 6 . 8 . . 9 4 3 6 8 7 6 .3 . 1 5 1 6685 6 4 6685 9 6 68 9.18 68 .62 4 86 68 8 7.1 4 68876.9 66885. 8 66886. 5.9 0 5.6 5 5 5.400 .71 6 6 66886.6 5.6 2 .28 2 68 68 6 66885.5 68 86.3.88 66885. 37 .2.716 86 68 4 66885.3 8876.81 0588 65.0.58 9 86.4.92 . 7 6 5 0 6 8 . 3 5 7 8 6 . 3 8 . 4 6 1 5 6686 6 5 8 6 6685 8. 6 68 66886. 68 3 2 68 85.6 6.6 5 66884. 68 68 6.5 9.0 5.6 66886.1 6 68 68 68

2 5.8

0 6.1 68 68

5.7

687.11 FFE

687.09 FFE

9 7.0

N89° 41' 29"E

7 7.3 1 66886.9

THE CLOVE

4 6.058 66885.

GRADING PLAN - AREA 1

5.7

0 8.8

9.3

ILLINOIS

1 .52 9.3 689 68

453.55'

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

N25° 58' 54"E 62.13'

BUFFALO GROVE

8.6

2 6.2 6 11 6886.2 686. 6 5 5.4 0 66885.0

PROJECT NO.:

9 .637 5.9 86 .1 68 6686

1 6.6 9 66886.1

DRAWN BY:

6 8.5

MV/TK

2 7 5.1 .0 682685 8 7 2 . 5 4 .0 68686. 687 10 0 87. 8 . 5 6 68

.67 3 84 5.1.66 .94 6 66884 4 68

8.3

8 2 6

8.6 68

7.8

TE 8

N47° 13' 38"W 35.42'

3 5.836 66885.

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

9 S5

PROJECT MANAGER: NO.

9"W

1 9' °1

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID ETO HER RIABLE VA

4 3.2 14

ORIGINAL ISSUE DATE: APRIL 21, 2022

LOT 11

N88° 58' 54"E 7.84'

REVISIONS

W 0' .0 16" 0 4 8' 0 0° 5 S

20360

0 0° 5 N

NO. DATE

" 16 ' 8

LOT 9

686.29

686.49

MATCHLINE SEE SEE C4.2 FOR CONTINUATION

686.72

686.62

DRAWING NO. GRAPHIC SCALE

C4.1

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C4.1 Grd20360 S03.dwg 5/10/2022

686.10

687.29

6.2

686.36

685.50 68

3 BUILDING HEIGHT 5.6 6 66885.1 10 20.9' 3 . 6 8

5.9

2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL THICKNESS OR PAVEMENT SECTION TO ESTABLISH SUBGRADE ELEVATIONS.

687.33

687.44

LOT 10 COMMERCIAL WITH DRIVE-THRU FF 688.00 3

687.13

2 9.7 68 9.53 8 6

5 7.9 7 6887.4 6 7 48 4 7.4 687. 7.3 68 68

.9 86

.32

8 68

6 9.5 68 9.42 68

687.29

8 8.0 9 66887.5

0 7.944 66887.

686.10

7 4.6

7.4

9.3

68 .76

6 7.5 68.61 87

8 8.3 8 66887.8

8.9

7 9.3 68 9.25 8 6

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3 .17 3 60 4 . 6 4 6 1 3 . . 3 . 8 5 8 5 5 7 6 68 3 5 68 8.2 68 68 98 4 7 5.5 4.490 68 3 .52 5.6 6.1 6. 81 66886. 2 68 66883. 3 7.6 8855.00 . 68 68 68686. 5.937 4 1 3 6 9 . 3 5 68 0 .30 6 6 0 3 64 88 23 4.9 68 42 84 06 6.2 686.2 .3840 . . .23 8 . 5 0 5 6 8 3 8 . 6 . . 3 6 4 5 7 . 7 8 5 . 0 6 6 4 7 4 4 1 5 9 3 8 FOUND IRON PIPE 3. 66885. 6.4.90 68 68 68 6.0 68 6.1 9 68 68 68 68 1 6.5 68 5.6 68 4. 68 3.9 68 68 W. 66885 6.7 68 0 7.0 68 .44 68 5 68 0.09' 68 68 4 3 6 6.9 4.6 1 5 9 1 8 8 . 8 . 3 9 6 6 6 6 668 7 68 1 6. 80 6 68 68 6.1 3 6.954 6.8.344 66885. 8.4 0 1 2 4 .398 4.4 3 .424 68 66886. 68 88.3 0 6.280 6.5 8865.8 5.9 6.2742 07 66883.9 3 .69 5.3 33 8 . 8865.9 . 6 2 6 8 3 8 66885. 5 68 6 4 . 4 4 7 6 8 6 3 6 6 9 66885 6 5. 7 6. 4. 96 68 68 68 5.3 6.493 6.274 7.7 6.3 8 66884.7 6883. 68 .912 68 66885. 66885. 68 .96 66885.8 .06 .4.070 8866.4 66 7 41 1509 85 2 865.61 . 4 6 4 3 9 6 5 . . 6 . 6 . 8 6 7 6 .945 8 5 5 6 01 6684 684 42 2 71 3 68 0 66885. 6 4 68 4.5 .53 66885. 66886. 4.4 7.0 5.6 4.8 4. 4 3 5.9 66886. 68 684 68 68 68 68 33 084 9 7 6884.49 52 81 22 .80 68 5.1 4 6 5 1 6 6 0 3 5 . . . 7 . . . 8 4 2 67.4. 3 8 6 4 5 6 6 5 ..75 . 54.5 65.8 68 5.9 6 6 3 0 . . . 6 . 8 8 8 6 1 4 8 8 5 6688 4 4 5 6 6 6 8 9 8 6 6 8 . 5 8 8 8 8 8 6 6 6 68 3 6 3 8 6 6 6 6 6 3 2 3 6 8 2 4. 6 68 4.4 45 668 .30 6.718 8.3 8.6 66883.8 5.835 9 685.56 68 4 6 . 1 7 856.7.20 85 .82 66886. 68 .37 .12 68 66885. 8843.99 5.5 4 6684 4.3 68 6 4 .6 7.2 65.0.70 99 84 85 6 . 8 8 8 8 FFE 8 6 6 8 6 6 5 4 6 6 668 6 7 6 6 3 . 7 68 .96 0 1 8 85.8 .84 06 7 .9 5.843 5.5 85 4.3 8 .601 8.4 4 .05 7. 68 6.5 1 6.7 66885. 68 6 68 .32 68 8855.1 .50 68 6 12 7 68 .22 67 66886.0 68 6 8 6 8 5 3 8 7 1 7 1 5 8 3 3 3 4 . . . 7 3 6 8 6 5 5 6 8 6 6 5 .1 9 6 68 4. 9 4. 1 .4 1 6884.237 .259 4.622 4.332 4.510 844..12 4.7 5 8 68 68876.6 66885.1 68855.0 6.5 8 6. 16 66884.2 66884.2 68844.1 3 668 66884. 66884. 66884. 6 66884.6 6 . 4 7 .80 6 5.5 66886.066886. 9 .42 6 .33 .3 6 23684 66883. 84 7.8 68 1 0633 87 3 6.6 6 . 87 687 2 . 0 6 . 8 5 6 68 7 43.8 4 . 3 5 6 8 0 . 8 . 6 2 4 8 6 . 6 6 5 6 5 68 5 68 3 5 3.6 68 57 .51 68 68 9 0 68 68 6 5.0 6 87. 687 7.54 5.8 6 .0 6.2 8 6.5 7.6 0 6 68 68 .73 .02 68 8 .82 43.2.75 .57 0 7.6 6 10 4 68 .03 7.7 3 4 68 6 . 2 6 . 7 6 8 5 8 1 7 8 2 8 8 8 6 . 3 5 . 5 8 6 8 6 8 8.6 6 9 . 6 6 8 5. 6 6 6 68 5 68 68 5 6.85 68 85 87 68 68 .8.497 87 65.0.58 6.1 5.0 27 31 4.5 7 74 3 .70 9 67.42' 6 6 . . . 9 6 6 6 8 8 2 147.99' 8 1 7 9 4 8 5 7 0 0 7 7 8 8 . . 4 6 6 9 6 . 1 3 1 5 6 9 6686 6 5 6 4 .6 7. 68 68 3.9 68 68 648 6 87 601 7.1 7. 34 3.8 8 3.6 5.386 68 68 8 5.8 068 .2 4.3 68 6.9 4 7.8 687 3.5 68 8 68 68 8 6 687. 34 .26 0 .54 6.9 68 .68 2 87. 68 66884. 7.4 66885.3 5.734 68 7 .8 66886.4 68 68 47 6.9 .2.763 . 87 88 .40 86 .28 7.12 2 .1 0 04 68 0 5.6 4 9 7.2 6 8 6 7 .59 68 6 . 5 9 68 6 .36 . 7 0 7 5 8 0 8 . 6 . 8 8 2.30 6688 7 7 2 8 . 3 7 6 6 8 8 4 0 8 97 6 . . 6 46685 7 . . 6 6 5 8 5 4 7 8 8 6 6 9 4 6 6 . 7 . 5 2 2 8 6 . 7 . 8 68 6 2 8 8 6 6 . 5 4 8 9 8 5 8 7 6 3 6 97 6 6 8 6. 5 .1 7. 68 68 84 .2 8 6.6 0 68 68 .25 7.2 6 68 6 68 68 0 . 66885.7 7.0 87 7.3 68 87.5 .29 6684 68 .62 .08 1 .41 8 68 9 .420 4 4.373 68 686 68 85 76 4 83 48 6.3 468866.01 87 6 1 68 0 68 8876.9 66883. 77.7.4087.5.32 6 2 9 8..062 6 5 8 6 4 . . 6 . 8 2 . 4 0 . 8 0 6 2 3 7 6 7 . 6 668 6 8 8 6 6 87 6 6 6 6 5.9 43.3.76 7.5687 68 68 .5.189 7.8 6 66885. 8 76.1.65 68 5.1 6 8 3 8 8 4 68 8 8 6 8 6 6 8 2 68 8.5.36 6 . 6 56 8 4 605 8 6 6 8 . 6 7 .3 3 6 8 6 6 4 8 6 . 7 6 8 8 2 7 6 5.6 4 8 1 6 86 6 9 2 4 3. 5 4 66886. 6.7.108 6 2 68 2 1 3 68 79 5.3 1 6.9 7 7 1 66883. 1 684.67 6.944 86.2.20 68 6.8.49 668 7.4 7 4.6 .91 686. 6.2 6884.8 .42 7.594 66886.4 7.1 8 7 .3 7.159 7.2 7.1 5.2 66886 4 7.6 66886. 684.21 2 66886.9 2 68 6 68 66886. .50 68 .33 66886.6 5 66886.55 .58667.3.0004 66886. 4 68 68 .26 685 3887 36 68 8 68 .41 5 6 5 . . 9 0 5 3 3 1 1 3 7 . 9 . 8 7 4 . 0 . 7 . 2 6 7 6 3 . 8 6 5 6 . 0 7 6 6 6 7 9 4 6 9 . 5 6 68 68 7 7.5.99 4.9 7.182 68 68 688769.8 68 1 8 .69868 3 68 68 66884. 6.0 686 5.6 66886. 68.36 7.0 7 68 66886. 68866.4 6 0 4 68 0 5 66886. 2 66884. 7.720 87 .0 6877..60 66886 6 4.164 6.1 4.1 68 7.380 68 6 66886.4 83 4.9 6 8.5 4.042 66887. 6687 00 6 8.050 7.832 43.3.80 6.2 68 68 66886. 6 8 2 9 5 8 8 8 6 68 8 5 . 66887. 66887. 4 6 6 1 . . 8 ..97 8 4 4 3 7 7 4 0 4 6 8 . 6 8 1 6 6..25 .193 1 2 3 68 8968 0 66883 6. 86 7.2 7 66887. 66887 6886.9 0 8 7.8 3 7.9 87.9 687. 87.877.55 68.756 .31 66886.6 6.733 6..03 6.4 1 2 8.5 7 .15 6685 68854.7 6887.8 68 6 6 6 47 0 2 68 88.3 86 685 86 3.3 6 6 6 6 8 6 6 6 .47 2 34 4 7 6.7 .48 83.34 4 . .58 85 5.8 7.2 6 5 4 68 7.6 9 86 85 6 43.3.77 68 6.66785.51 6886.7 .30 65.1.25 66887.1 6 3 76.2.80 6 .28 6 8 4 8 8 3 6 6 8 668 668 5 6 6 9. 68 686 68 .88 68 68 .56 9.04 4.389 8 3 .09 .16 .72 686 66883. 2 87 65 6865.39 64 3.4 .7.8038 9 6.7 686 .7.118 689 68 8 . . 6 8 6 8 7 9 5 5 . 8 6 7 7.7 6 6 686886.77.8.72 42 66887 68 68 85 .3.833 9 88.2 68 1 5 6 8 4 3 2 1 6 4 . . 5 68 66886 6876..67 . 8 6 .3 5 6 66883 1 8 6. 6.4 6 68 68 68 68 68 0 686 6 6 9 7.5 3 4.3 68 3.7 66886.9 68 3.7 9 7 8.1 3.4 .54 53 68 2706 8 5 8 6.6 . . 8 3 5 2 6 6 8 . 5 5 8.2 68 2 8 8 . 6 . 7 1 7 .9 88 90 62 8 0 0 8 8 6 6 4 . 4 . 3 8 7 6 6 8 6 6 1 . 8 0 4 6687 3 1 4. 30 68 5 68 86. 86. 86. 5.3 4 6 6.0 68 5.1 68 684. 66884. 6 6 6 8 7.5 7 68 85.2 68 68 685.65 66886.9 6.4 6 8 1 5 1 6 6 .79 5 FFE 6. 3. 2 3 4.377 7 88 89 .249 .24 68 66883. 6.9 .9 66 68 7.9 88 688. 6 9.45 8865.44 68865.2 3 7 . 6 . 68 686 68 7.84 43.7 8 7 2 8 6 . 6 8 6 8 5 8 7 668 0 0 668 6 5. 7.607 4.488 3 68 9 .22 66887. .91 .1 .84 66883. 0 5 0 26 6.7 87 6 86 687 867.6016 2 6.7 6.4 6.5 6 9 6 6 . . 8 68 8 6 8 6 2 5 6 6 6 66887. 8 .94 66885. 7.0 8 35 68 .02 66887. 6.8 86 68 85.2683. 8 85 .1.463 .41 6.829 68 6 0 6 6 6 3 0 1 8 3 . 8 7.8 3 66 5 2 .703 4 6 6887.7 7.5 43.3.83 8877.1 5.6 68 .29 0 68 20 8 6 8 4 4 1 68 6 6 6 . 6 6 8 7 1 6 8 4 8 . 5 6 . 6 6 9 4 6 7 . 6 7 5 . 8 . 1 4 8 86 .33 8 6 4 68872. 6 7 1 68 66883. .8 4 68 66887. 5.1 68 7.368.3829 68 66886.0 7 .56 8 1 5 5 0 7 8 4 6 7.6 7 6. 9.4 .86 7. 74 5 6.8 0 6887.0 68 68 689 7 66886. 68 64 6.4 .8226 17 4.8 . 6 .49 3 8 7 . 8 8 6 5 3 . 6 8 4 6 9.2 68 68 .169 87 6.9 5 .56 1 4.9.54 66883.7 3 89 68 87 6 68 ..3877 3 .06 686. 6.7 686 86.1 66884 6 2 4.7 .60 4 8 7 8 6 . 8 8 . 8 6 3 6 6 8 6683 2 1 5 6 86 3 68 68 68 5.6 5.9 3.5 3 7.0 8 3.3 8 68 68 68 .86 6869 68 85.4 .68 43.2.79 76.2.78 4 5 6 8 8 8 . 6 8 6 668 668 6 4 5 8 6 6. 6 4.0 7.496 7.506 68 68 9 68 66886. 66887. .77 .59 6.3 1670 2 . 3 3 7 6 5 2 5 8 8 6 5 68 . 6 . 6 6 4 3. 7.6 3 6. 5.3 2 66884 68 68 66887.1 7 68 68 85.2 9 4 5 1 . 9 0 . 7 5 . .53 6 6 6 6 5 .7 7.497 8 7.6 687 68 68 .20 68 8 86 .200 6.1 0 66886. 68 3 43.2.78 87 54 6 6 8865.4 66885.2 3 1 9 . 8 6 . . 6 5 6 6 . 6 5 6 68 68 6.2 68 68 0 683 85 68 3 7 .60 .29 87..28 4.266 85 7.2 66883. 77.6.18 687 6687 .30 6 8 5 9 1 6 68 668 8 9 0 2 2 6 . . . 6 6 9 8 . 1 7 6 4 7 9 6 8 5 4 7.497 66885. 66883. 68 81 7 2.1 68 1.7 2.8 66886. 5.6 . 68 5.316 68 68 68 88 0 763.68 .83 66886. . 6 6 4 . 3 9 5 8 68 68 68 .17 8 6 68 .0.666 6854.2.79 1 4 7 3 0.1 9 . 5 5 8 . 4 8 7 8 . 3 4 6 3 62 6 5 66884 7. 19 5 68 5.1 3 4.276 68 3.74 68 68 0.0 66887. 5.174 8 68 9.7 9.8 66883. 3 4.2 .395 68 66884. 67 68 67 68 843..390 8854.8 8 8 76.5.99 50 .76 6 . 0 0 3 8 . 2 0 6 . 9 5 668 6 5 1 68 7.5 0 67 6 71 68 6.6 86 5.2 68 85.4 6887.4 68 6 68 36.783. .34 6 8 0 4 6 8 67 6 0 68 7.5 7 7. 12 9.8 4.2 2 66887.0 66887. 8 67 66883.7 66885. 76 1 7 3 5 . 4.730 7.3 6.242 86 .2 7.2 68 4.278 6 9 .08 685.64 8 7 7 7 66885. 6685 . 66883. 6 4 9 6 2 68 6. FFE 68 3.4 5.8 68 6 2 3 68 68 5.6 5.3 43.2.72 .87 8 5 0 8 68 6 2 6 1 6 88 . 7 . .686 68 ..9489 6 .99 8854.7 84 8877.1 7.4 1 99 7 4 6 6 6 . 8 5 3 8 68 . 8 7 6 6 9 6 7.0 8 8 5 3 4 1 8 8 5 2 6 . 6 5 . 2 1 7 6 . 3 68 68 .6.174 83 .33 5.6 6865..51 68865.2 .41 4.86 83 38 5 0.4 682. 7 6 . 4 8 6 685.61 8 8 1 7 8 5 6 8 6 68.06 68 9 6687 6 6 6 6 68 87.2 9.8 6 .8 5 FFE 7.6 8 8 18 67 5.7 6 68 0 684 29 66887.1 . 4.9 68 78 6 3 .1 52 5..83 3 0 . 68 685 . 0 5 7 4 8 6 68 85. 3 66884 66883. .33 683. 9 7.0 68 0 2 5 6 3 . 3 5 2 . 0 2 68 . 3 9 . 4 2 8 8 4 6 3 4 5 . 7 . 8 5 . 8 1 . 0 8 7 5 6683 3 68 068 68 5. 4.3 68 6887. .52 69.02 .953 8 6.9 9 68 68 68 .12 68 4.9 3 844.4 68687.4 4.389 68 68 68 76.1.61 .4.913 .68 1 668 85 66883. 8 7 5 6 6 . 668 886 8 4 5 5 6 6 7 1 8 . 6 5 . 6 6 4 .6 9 5 . 8 5 9 6 68 5 68 3 67 1 3.8 2 .52 7.3 4 68 .559 43.3.88 3716 839 0.2 7 . 5 1 66886.8 8 3 6 8 6 5 8 4 6 8 4 . . 8 884. 6 85. 3 5 4 4 9. 6 6 . 6 8 8 8 4 7 5 2 6 6 6 6 4. 94 8 4 6 68 686. 66883. 6.837 5.3 66886. 68 5 0 .834 7.052 6.9 8866.3 66886. 68 7 18 3 6 0 7 4 . 7 . 2 . 6 9 4 9 7. 4 6 8 67 0.45 66883.8 67 68 8 0 9.6 8 4 80. .02 7.1 25 43.3.91 68 6.8 .28 82 68 7.04 0 9.8 .460 432679 6 8 . 8 9 6 8 6 4 7 6 8 6 9 8 5 0 6 1 8 6 6 80 .5 .5 6 .7 8 . . 4 . . 8 6 9 3 6 6 0 7 . 8 5 5 6 . 6 1 1 9 4 8 0 68 2.49 68 68 5.1 68 79 0.2 68 681.72 80.83 67 3.5 5 4.594 68 .67 68 68 2.440.87 71 .75 .649 68 66883. 68 4.2 84 32 0 83 8 6 8 7 . 4 . 6 . 68 68 680. 681 680 7 6 7 3 2 86 .0 0 66886.3 7.1721 7 7 3.1 3.5 68 4.0 2 6686 3 3 3.7 68 3.8 68 .47 52 854.2.77 68 66886. 2 .5291 5.6 68 65.0.54 68 14 84 7 685. 4.7 668 4 8 3 8 . 5 6 5 8 4 . 6 . . 5 6 8 5 2 6 4 85 ..00 884 5 8 5 0 3 8 1 . 0 9 8 5 9 .028 6 . 8 6 . 8 0 4 . . 6 5 .465 8 5 668 5 6 5 6 6 5 5 .8 1 7.368887.5 6 .60 6 6.3 6.4.95 8876.9 68 07 6685 68 .5.048 0671 68 66885. 8844.5 8 8 6 5 5 9 8 8 687.40 6 . . . 5 5 . 6 6 6 6 5 8 . 6 6 6 6 3 5 5 6 6 5 6 4.953 66885 68 4.4 5 66885. 6.1 68 68 3 6 68 39 66884.9 66883.9 68 5024 86.4.98 6865. .86 8366 5076 66884. ..4966 66.9.36 0 1 . . . 5 6 8 0 1 4 6 4 7 . 5 . . 0 668 668 2 5 5 0 68 66885 66886. 66884 66887. 4.4 0 6.5 1 4 5 66885. .00 6.5 8 4 68 66883.9 66886.0 6.056 7 5.4 66886.0 5 5.7 66885. ..6235 66886.5 66885. .20 685.43 43.4.95 68 5 68 5 8 8 5 8 6.0 2 668 .4 2 6685 5 68 68 5 96 3 1 6 1 66885. 1 5.5 5 5.882 68658. 6.06865.0.62 68 5.985.9 606885. .25 68 65.4.98 .49 .2.799 8 9 .6.186 6 8 5 5 4 6 8 1 1 6 6 4 7 5 8 6 8 2 6 5 6 6 7.735 6 866.6 66884 4 .98 6 66886 2 68 6.4948 6 9.2 .014 5.8 5.0 .172 .43 6.7 4.0 6.494 66887. .158 68 43.3.83 68 89.2 6866.80 8854.5 68 68 68 885. 6.4.95 4 87 68 68 ..504 66885. 8 6 3 0 6 4 5 6 . 6 . 6 2 6 8 8 1 . 8 5 7 6 . 8 4 97 6 6 85 6 5 29 66886 3 9 68 5.8 66884. 7.1 68 84.4.92 6 686.15 0 66885. 5.68 8.9 68 68 6 6683 6.490 6.7 68 68 7 5.36 FFE 9 66885. 6.3.898 68856.4 68 9 4 0 . . 2 6 3 8 . 5 68 .956 8 85 8 5 6 6685 . . 6 8 5 5 . 5 5 8 6 5 5 6 9 6. 05 6 68 68 5.8 0 68 66886. 5 5.9 4 68 4 5.2 68 68 5.060 4.381 0 .11 59 84.9.52 1 .72 68 5 2 7 5 4 66884. 8 . 66883. .56 8 0 .59 8 7.167 43.8 6684 5. 5 6 6 8 7.4 5.6 8 66886. 668 6 68 68 68

.9 84

686.10 686.27

685.45

685.51

685.57

687.56 687.30

686.36

16.97'

BUILDING CORNER 12.71' N.

N49° 01' 06"W

17.00'

684.96

684.51

R 686.37

ROAD OLD CHECKER687.25 687.20

685.70

685.14

687.18

684.70

121.50'

12.72'

685.22

684.46

R 686.50

R 685.18

685.00

688.09

R 683.85

685.25

687.40

684.95

11.52'

R 687.20 687.50

687.40 687.50

687.90 685.70

R 686.90

686.37

A=22.80' R=150.00' CB=N29°02'17"E

785.34'

16.03'

684.38

A=29.86' R=97.00' CB=N42°11'34"E

S56° 37' 28"E

687.11

686.60

487.58' 685.34

7.9

29"E

9.00'

A=24.01' R=25.00' CB=N23°29'45"E

N85° 58' 54"E R 683.95

687.16

685.72 686.56 685.49 685.80

685.42

25.03'

686.75

' S09° 16

N04° 01' 06"W

R 687.12 R 686.60

688.43 689.15

R 686.65

3 OUTE 8

S85° 58' 54"W

685.60

687.01

687.22

687.40

687.33

686.90

685.50

687.20

687.38

687.37

686.10

685.40

R 687.00

IS R ILLINO

4 3 6 6.46.3 .2 6885. 68 68 686 6 9 0 .033 6.4 86.3 8865.8 8 6 6 6 6 2 6.4 03 . 31 68 86 6865..84 5 6 0 68 6.7 68 686.4

.4 85

9 8.2 9 6887.7 6

0 6.6

3. PROVIDE 1.50% CROSS SLOPE AND 4.00% MAXIMUM LONGITUDINAL SLOPE ON ALL SIDEWALKS AND PEDESTRIAN PATHS UNLESS OTHERWISE INDICATED. PLEASE NOTE THAT THE ILLINOIS ACCESSIBILITY CODE REQUIRES A MAXIMUM CONSTRUCTED CROSS SLOPE OF 2.00% AND LONGITUDINAL SLOPE OF 5.00%.

686.20

687.40

70.00'

N2 4° 41 82. ' 02"E 00'

684.35

685.80

686.40

687.40

N24° 41' 02"E 42.14'

686.50

LOT 6

30.95'

685.30

FF 686.00

R 687.20

685.00

R 685.20

686.10

R 685.65

686.30 R 685.90

R 684.50

686.40

685.80

11.10'

R 685.00

686.20

686.50

A=119.00'

R 686.00

R=425.00'

N89° 44' 01"E

426.01'

686.20

685.30

243.32'

686.40

686.00

A=30.58'

N00° 15' 59"W 42.71'

65.00' S89° 44' 01"W

686.35

688.33

686.50

685.80

685.40

686.85

684.75

R 685.12

684.75

686.00

684.62

685.50

63.25' R 683.91 S89° 44' 01"W

S89° 44' 01"W

R 684.50

686.00 A=22.04' R=77.00' CB=N82°04'08"W

R=210.00'

686.20

684.29

685.00

R 685.65

685.40

50.00' S89° 44' 01"W

215.41'

684.55

FF 687.00

R 684.30

686.35

685.00

684.10

N00° 15' 59"W 12.00'

FF 686.00

R 684.01

685.00

S00° 15' 59"E 15.13'

S80° 43' 44"W 8.97'

R 685.20

WATER

S09° 16' 16"E 48.27'

685.30

687.70

685.00

LOT 5686.70

685.70

R 685.20

R 684.30

LOT 7

685.00

S04° 43' 20"E

N06° 35' 4

684.66

4"W

685.00

R 684.30

151.30'

333.60'

685.40

687.15

686.10

685.10

WATER

684.50

687.50

684.90

684.40

686.40

685.30

5.14'

684.80

FOUND IRON PIPE 0.08 S. & 0.63' E.

R 684.30

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

N00° 15' 59"W 19.00'

THE CLOVE

13.76'

687.40

687.50 687.40

687.30

685.70

A=28.99' R=125.49' CB=N47°20'41"E

N52° 51' 30"E

70.00'

FF 688.00

687.40

R 687.25

S39° 36' 19"E

R 687.00

685.20

N04° 01' 06"W 74.98' (74.97')

12.00'

N38° 26' 06"E

687.93

686.90

GRADING PLAN - AREA 2

N53° 51' 25"W

687.96

PROJECT NO.:

A=74.99' R=375.00' CB=N30°24'49"E

686.20

685.40

8 7.945 66887.

4 7.2 68 7.8.344 66887

.99

1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHIN OR ALONG CURB AND GUTTER REFER TO EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED.

ILLINOIS

685.70 .70 85

685.58

686.97 8 686.48 6.5 3

687.10688

3 7.9 5 66887.4

NOTES:

8.5 68

686.90

BUFFALO GROVE

686.78 FFE

2 7.7 9 66887.1 0 7.9 9 66887.3

686.7968877.7.286

686.10 686.27

4 5.6 3 66885.1

7 5.6 1 66885.2

.81

7 8.1

9.0

DRAWN BY:

4.9

8 5.2

.99

6 68

686.90

685.55

MV/TK

6.8

66886 686.62

.1 86

686.18

3 4.8

0 5.6 9 66885.0

1 2 5.4 .8 2 68 68855.3 6

6.3

5 7.3.91

4 7.1 4 66886.6

0 8.725 66888.

3 6.3

6.1

5 6.8

686.72

DESCRIPTION

.342 887.9 .62 668 8 68

9 8.1

.70

5 5.611 66885.

2 5.727 66885.

6.6 5 66886.1

8 7.281 66886.

1 7.276 66886.

NO. DATE

3 8.273 66887.

686.75 FFE

.3 85

0 5.0 68

686.294

9 6.949 66886. 8 7.0 8 66886.5

.83

6 6.509 66886.

8 6.7 9 66886.2

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

8 8.0 5 66887.7

.5 88

3 6.4.04 .144 8865.6 66886 2 6 4 3 0 9 . 6.616 8.5 87.8 686 6 .42 66886. 6 68 6 .53 8 6 86 6 6 6686 8 2 6 1 6 0 7. .8 9885 .1 85..945 6 68 686686.0 .654 6.8 68

68 6586 6 1 6.4.4 .34 6.3 6 68 .446 66885.48 6 9 . 68 2 5 6.2 68 95 68 .17 685.6.2860 6 8 66885. 6 68 686 686. 6.3 .28 17 3 867 3 6.5 68 6.58686. 3186.98 7 68 6. 6.9 68 68 286.266.206.17 . 1 6 6 6. 68 68 68 68 68

0 5.4 6 66884.29 4.8 68

4 68

1 5.721 66885.

5 6.5 68 6.55 68

4 5.618 66885.

6 5.9 9 6885.4 6

2 5.833 66885.

6 5.6 5 68 86.3.88 6 85 6 4 6.4 5 6885.9 6

PROJECT MANAGER: NO.

9 8.734 66888.

686.77 FFE

2 5.5 2 66885.0

4 6.0 1 6885.5 6 4 3 5.2 5.5 68 68

4 5.0 1 68 85.6.13 6685

4 5.945 66885. 99 5. 0 66885.5

8 5.7 2 66885.3

REVISIONS

.3 87

7 8.387 66887. 2 8.496 66887. .6 2 88

2 .95 5.7 685 3 68 6.3 68

5 6.058 66885.

4 5.618 66885.

ORIGINAL ISSUE DATE: APRIL 21, 2022

4 7.6

8 8.519 66888.

.62 0 6.1 8 66885.5

5 68

.37 36 5 86 86. 86.2 9 .458 6 6 66 6 3 8 .0 .0 6865.2.78 6.6 6 87 6 87 68 68 6.59686.3 2 6 6 68 6 86.4 87.0 6 6 41 3134 .27 2686.68668. 6.686 6 . 6 68

312.36'

8 8.281 66887.

.959 3 .44 .1 85 .4 .32 687 687 4 6685 8 68 6.3 68

3 8.616 66888. 2 8 .6 2 0 66888.16888..616 68 2 0 8.0 7.9 68 68

68 6 6.7 68

4 5.400 66885. 37 5. 88 66884.

8 5.6 2 6885.3 6

DRIVE THRU

8.1

8.3 68

6 8.4 68

N04° 01' 06"W

5 8.7 5 6888.2 6

9 8.7 5 66888.3

9 8.7 7 66888.3

MATCHLINE SEE SEE C4.1 FOR CONTINUATION 686.49

3 6.6 68 .62 6 .422 68 .39 86 .9 86 6685 6 9 .54 6.5 686 .4642 42 68 6 . . 8 6 686686 6

6.7

1 68 6.7

20360

0 8.5 68 .37 8 68

3 9.6 68 9.18 68

FF 686.00

R 684.30

685.00

686.10

685.55

685.40

' 44"E N80° 43 86.11'

684.70

N85° 58' 54"E 63.10'

685.00

S04° 01' 06"

N04° 01' 0

MATCHLINE SEE SEE C4.3 FOR CONTINUATION

686.00

686.03

R 685.20

DRAWING NO. GRAPHIC SCALE

C4.2

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C4.1 Grd20360 S03.dwg 5/10/2022

7 4.8

68 685.30

5 68

.14

7 4.2

7 68

7.0

.36

7.2

5 68

685.30 8 4 .2 68

6 4.2 68

4.4

.6 84

R 684.84

.40

4.5

5.6

R 684.60

4.7

6 .02 86

.03

.0 86

6 6 5.3 8 7 6 6 5. 9 68 5.5 68

0 5.270 66884. 7 5.1 0 66884.7

6 68 .18

66884. 4. 59 0 04 4.052 66884. 5 4.509 66884. 5 4.620 66884.

685.20

685.40 0 4.726 66884. 4 4.728 66884.

.46

3 68

.3 84

.16

0 5.379 0 68 4. 4.7 .72 68 68 .294 4 5 8 68 .295 66884. 5 7 66884.

3 68

685.40

684.70 68

3.9

684.20

.33

3.4

4 68

685.50

684.90

5 4.384 66883.

66884. 3.948 9 4 4.489 66883.

3.6

4.1

684.40

683.90 2 3.3

685.30

.3 88

8.3

6.9

5.9

4 68

5.1

4.4

4.5

4.7

686.00

1 5.1 68 5.14 8 6

FF 686.00

685.00

4.4

4.4 68

4.5

4.8

.99

.87

3.4

54 4 9 3. 2.5 83.5 68 68 6 3 2.9 68

3.4

3.9

4.3

8 .9 2 6 84

2.8

2.6 68

3 68

0 3.0 68 2.3

.32

5.9 688 2 . 84

0 4.728 66884.

5 3.0

68 68

7 2.5

4.8

.92

4.6

4 68

685.00

683.90

4.6

684.81

2 5.052 66884. .46 1 4 68 5.050 3 66884. 44.9.52 8 668 4 4.5 68 5 4.9 9 66884.4 4 4 6.1 4.1 68 68

684.49

685.40

R 683.20

685.20

684.68

685.00

684.08

684.99

R 684.14

9 5 53 5.9 4.4 684. 68 1 9 .654 .47 .4 2.1 6.28 82 .2 3 84 4684 68 84 82.4 6682 4.2 684.2 6 8 19 8 8 6 84 6 2.3 82. 82.6.363 2.2 8 68 .11 0 2.0 68 8282.1 68 01 .03 68 6 6682 .2 6822.8 68 68 6 2 1 . 6 .314 2 2.0 2.0 68 2.1682 68 .068 7 9 8 0 7 6 2 8 2.116 3 .1 7 66881. 668828.1.968822.1 4 6 26 6 0 . 9 2.166 2 7 1.4 68 1. 66881. 1 .943 68 1.58 68 8811.56 .0.70 6 8 2 81 6 66881 .47 6 2 4 .43 1.5 2.0 1 8 8 68 0 6 6 3 . 2 1 68 1.3 9 68 11.9.41 8 668 BUILDING CORER 9 0 1.6 2 2.1 4 66881.1 68 4.73' S. 11.9.36 8 6682 7 1.499 2.0 66880. 68 6 .3 9 6 810.8 N. FACE OF WALL 0.8 668 68 4 0.53' N. 3 1.150 66880. 11.9.11 8 668 0 2.0 7 68 682.11 .697 0.7 8 6880.2 .695 68800.0 FFE 6 800.1 6 68 6

S86° 26' 20"W

684.50

683.25

684.15

684.10

88.02' S85° 58' 40"W

R 682.72

684.41

3 1 4.7 0 4.621 66884.3 66884.

684.20

683.60

683.80

N21° 49' 45"W 72.15'

.4 84

1 4.0 9 5 68 .28 5.054 5.2 7 .803 4 4 4 84 .3 66884. 6884.6 5.0.435 0 3. 6 8 6 68 4 6 5 6684 3.8 68 2.18 7 . 8 4 4 68 68 6 8 668 68685. 4. 30 5.3 7 3.45 82.1 8 4 4 66884. . 6 0 . 3 8 6 86 5 68 6 6 2 . 3 84 2.0 6 68

684.33

4 2.7 68

685.40

6.0

.89

4.4

T/C 686.00 E/P 685.50

3 68

3.5

' 43"E N82° 00 84.71'

684.25

686.00

9 4.5

685.40

2 68

4.3

6.3

685.10 1

MOBILE GENERATOR

8 3 .0 68

2 4.3 68

0 .689 844.2 7.1 68 5.09 668 68

2 4.4

3 68

2 6.3

684.00

' 29"E S09° 16 138.23'

684.16

132.11' ' 17"W N07° 59

685.30 684.80

684.75

685.50

N00° 34' 45"E 684.35 23.72' .29

685.00

684.00

R 684.04 6.1

684.92

684.24

1 .28 6.9 87 68 6 2 2 5 7.2 .9 68 686 4.5 68

684.80

AD) RY RO ICATED D (McHEN E D OFORE .O.W. HERET LE WIDTH R VARIAB

.7 85

LOT 2

R 683.50

4 2 6.7 68 686.6 3 0 . 87

6 5.384 66884. 5.3852 8 6684. 2 .4 9 66885. 68854.8 5.280 6 8

5 5.944 66885.

684.60

684.00

4.6

.5 85

2 6.0 9 66885.6

TE 83

682.00

FOUND IRON PIPE.35 0 6 6.5 68 0.41' W. 68

3 6.1 9 0 66885.6 0 5.8 0 68 5.4 6.1 4 66885.65.9554 84 68 668856.855. .41 68 .56 85 6 5.7 5.65 6 8 6 68

295.83'

7.0 68

686.96

.04

6 68

856.1 .552 685.69

0 6.154 66885.

N80° 43' 44"E 11.00'

' 29"E

3 5.8 68

668

4.6

684.71

R 684.89

5.3 4 8 5..624 8 6685

S09° 16

4 5.0 6 66884.6

6 0 .340 5.176 .001 04 4 5.499 85 .9 68 4. 68854.6785. 66884. 6684 68 4.775 6 66884. 6 84 31 0 . 5. 9 4.7 4.7 684.75 6787 3 684 6884.8 . 8 6 8 4 . 6 4.768 84 86 6 .12 0 4 3 . 5 6. 86.5 68 .686684 68 68 6 5 4 8 2 68 5.06 85.0 2 5.4 6.8 8 . 8 6 485 3 68 6 6 3 . 6 5 6 7 7 68 6.9 8 68 5.05.0 .28 85 5 68 68 6.8 .81 6 8 6 6 1 0 . 68 1 04 85 4 5. 68 685. 50 9 65.1 5.6 68 5. 505 8 1 68 8 . 6 .6 5 5. 85 6868 .112 .706 .14 .47 8865.5 .0.571 85 685 6 6 6 85 6 66885 0 5.243 6 4 . 8 1 0685 6685. 3 5.4 0 68 5.4 .4 5 5 68 5.3 9 68 8 2 6 6685. 6.3 68 8 2 4.9 44 5.1 68 6854..90 68 8 6

684.91

9 7 4.8.46 6.366884 8 8 0 7. 6 4 0 68 5. 68

0 .47 6.0 686 68

3 6 .8 68

1 5.724 66885. 5 5.4 1 68 85.8.37 6 85 6

6 5.7 4 66885.4

1 6.046 66885.

R 683.60

685.50

8 6.6

684.70

684.00

684.50

.7 2 86

686.00

9 4.942 9 66884. 4.9 3 66884.5 2 0 . 0 5 66884.4 3 4.4 4 68 6854..048684 .48 68 7 4.5 .27 68

R 683.60

684.00

4 4.8 68

5 7.3 .02 0 68 68785.5 .27 6 .92685 6 5 5.3 68 46 68 . 5 .118 68 66884. 68854.6 4.598 6 2 1 6.9 68

5.3

1 5.935 66885.

1 5.4 0 6884.9 6

7 5.4 4 66885.0

6 5.498 66884. 1 5.4 2 66884.9

6 4 .09 4 .08 2 .67 .64 4.7 6 8854.75 68 84 83683 68 44..719 6684 0 6 6 6 66885. 8 4 . 1 3 .2.838 84 .66 668 3 6 9 3 2 5 6 3 . . 4 8 . 885 .11 5 3 50 7.1 3 6 6 8 1 5 8 6 5.1 5.177 68 6 6 54..161 .63 8522 8 8 6884. . 8 7 4 1 6 2 5 6 . 6 4 0 68 68 3 0 4 6 3. 66885. 6.7 67 6.267 5 68 4.5 5.1 2 68 68 66885. 54.2.69 4 5.2 6. 39 .71 68 84.9 684.83 68 6 8 8 5 0 6 68 6 686. 85.544 8 5 1 0 6 . 6 . 3 68 4 5 3 684.88 5 6 85. 4. 68 8 66884.5 .182 5.8 68 6 2 68 .215.1 68854.7 4 .5194 79 685.1 685 68 6 5 6 . 7 . 4 1 5 5 . 7 4 8 . 68 1 68 . . 4 8 7 6 4 0 5 5 9 5 8 8 6 7 6 7 8 4 84 .64 6 3 6 68 .99 685. 5.385 5.6 85.2 68 4.9 4.507 .21 5.162 0 66884. 68 68 4 66884. 6 66884. 5 68 54.1.59 8 3 16 .51 . 8 6 9 . 4 6 4.7 0 . 1 4 6 4 9 4 5 8 7 5 .696 8 4 .7 6 .9 68 3.9 6884.2 9 54.1.646.662 .0.651618 68 85.6 68 8866.2 5.6 6284 4805 3.8 . 8 8 85 .69684 8 . 6 6 8 . 8 6 6 4 6 6 6 5 6 8 6 . 7 6 6 2 6 4 5 6685 85. .27 .9 6 85 6884. 68 68 5 66884 4.9 5.062 73 3.6 5.1 68 5.13 684 6 5.734 6 3 .17 68 66884. 68 68 66885. 85 68 3.9 0673 .3.847 .96 6 . 8 5 7 5 8 4 5 7 6 0 5.402 3 884 . . 8 2 .9 68 1 2 6 . 4 6 0 5 . 6 0 6 4 5 6 5 6 8 5. 47 0 68 68 66886. .13 8 5.164 5.1 .46 66884. .34 68 76 66884. 84.8.32 .66 .04 68 85 .37 31 6865.75 5.1 66884. 18 685 76 85.7 3 . 5 4 6 . 5 8 6 . 8 5 8 8 8 5 6 9 8 5 5 6 6 6 9 6 6 68 68 66886.1 5.6 6 5 96 .76 5.2 3 8 0 68 66884.8 .18 5 5.7 4. 5.1 2 44.8.25 83 0 628 684 628 3 8 2 8 6 6 . 6 6 . 6 668 5 1 FOUND IRON 3. 3 PIPE 5 84 .0 2 .839 68 5.2 5.1 5. 68 .12 .0 .62 6 84 5.1 68 68 68 4.5 844.3 86686 83 7 6 AT CORNER .92 .67 68 74 70 .2.718 6 6 2 68 668 . 4 4 6 2 4 0 5 . 0 3 4 4 1 8 8 9 6 5 8 6 6 4. 3. 66884 3.6 3.1 3.5 68 5.7 5.6 66884. 4.7 0 6 84 68 68 68 68 68 1 .20 68 68 .541 6884.3 84..272 8854.70 .67 5.9 9 7 .3.902 .279 8844.1 7 .22 6 1 6 4 5 6 5 . 3 3 85 68 4 . 8 5 5 44.6.10 6 8 54.8 . 4 6 6 4 5 6 8 . 8 6 8 2 6 5 8 8 6 4 6 668 7 0 6 68 8 3.9 68 4 6 66883.9 6.6 5.389 68 0 5.1 7 .95 6 5.288 68 66884. 6.7 68 84 85.4.99 4.4 88 66884. . .19 8 4 6 8 3 5 6 2 4 6 668 8 5. 1 68 68 6 5 5.4 66884.9 3 5.064 3.2 .32 68 4.6.18 66884. 68 8854.93 .159 92 0 5.085.08 8 .74 8 6 0 8 4 8 6 . 9 . .08 5 6 . 9 .60 85 5 4 6 68 54.1.82 .3.704 .170 84 8 05 66884. 8844.4 .27685 687468 .07 .13 85 6 66884.6 .63 . 6 8 2 5 6 6 5.0 5 5 6 4 4 8 6 6 1 8 5 . 5 8 6 1 . 7 6 4 5.2 68 845.0 6 68 68 6884.8 68 85 685 5.05 68 85 85.2 668 668684. 44.9.37 68 .22 .46 5..6466 4 6 . 6 4 8 4 4 FOUND CROSS 4 3 5 8 9 9 2 2 3 6 9 . 5 3 6 6 5 43 686 2 5. 0 4. 9 3. 4 68 3 4.668 5.064 68 4.5 5 3 68 6884.8 68 68 4.8 6 3.3 5.7 6 4.9 66884. 3 68 3.5 AT68CORNER 5.1 6 5.7 6884.3 68 68 7 768 85.7 680 .08 6 11 95 5.1.66 6884.6 68 . 9 1 5 9 8 6 3 . . . 4 8 6 4 6 6 3 5 0 4 6 68 4.4 68 68 8 1 68 .19 5. 66884.4 98 .14 1 68 5 .040 1 85 68 . 3 5.3 4 5.8 4.5 .72 .20685 .11 8854.6 94 31.936 8844.5 66884.9 34 684.8 0593 68 5.66 . 8 4 5 . 5.5 6 . 7 0 6 6 4 4 6 8 8 4 8 5 7 5 0 . 6 6 .2168 6 6 6 4 68 5. 1 5 5. 9 68 68 68844.3 66884. 5.1 98 .20 85 5 66885.0 1 66884.5 5.0 4 4.5 7 68 .54 1 85 6 5.77 684. 6 .271 .61 68 66884.5 66884.1 8844.16 .9.583 8854.8 55.1.012 1 85 .32 .59 685.4 6 68 6 4 6 8 6 3 5 8 1 668 .1 .4 0 6 .93 8 4 0 7 6 6 5 8 68 6 8 3 8 . 0 2 2 . 5 5 . 84 0 6 4 .7 85 8638 56.485.1 685 66885. 5.4.944 85 10 6884.14.17 34 5.0 01 6 85 6 . . 8 8 6 2 2 . 8 7 6 4 5 8 6 3 5 8 9 6 BUILDING HEIGHT .186 6 5. 4 6 2 5. .8 36844.6 845..13 4. 3 68 1 68 68 3.8 6 8 .40 668 5.1 5 68 5.4.95 66884.4 68 61 3.5 68 5.274 68844.6 68 85 .42 .3 6 68 5.0 66884.6 6688449.0' 68 66884. 85 685 9 6 ..3984 6 0 68 1 3.2 2 6 5 3 4 6 1 8 5 . 9 . 4 8 1 6 . . .67 8 4 6 . 4.941 4 3 5 6 .4 6 4 5 9 3 4 8 5 . 8 8 1 . . 4 5 8 8 5 6 6 4 4 6 6 5.396 68 6884. .06285 .40 5.3 8 68 8 4 5.5 68 6 685 68 6 .909 5.3 4 68 6 8 66884. 66885. 5.4 85.4 4 5.0 685 685 68 1 66884.9 6 .06 5.14 68 68 5.2 4.729 6 8844.3 4.0 683.8 3 5 4.8 8 6 8 5 8 . 6 7 4.4 6 68 08 68 6 .26 6 3 83 8441 4.7366 1 68 4 .93 6 6 . . . 6 8 5 5 4 . 0 5 08 4. 68 4. .7 4 6 8 5 8 4 68 6 6 8 . 6 6 4 8 2 8 68 68844.2 8 5 3 685.46 68 6 5.1 4.1 4.7 5.283 6 .664 4.1 6 68 68 66884. FFE 67 68 44.2 6167 68 3.9 .42 932 .97 2 . 8 . . 8 4 3 4 6 7 4 9 5 6 7 68 68 68 68684. 66884.4 66884.7 4.7 4 5.5 3.7 1 2 .25 9 68 85..170 68 5.52 68 84 3.9 4.6 66884. .4.809 683.8 6684 6 4 8 68 4 6 6 5 68 4 83 6 3. 6 6884.6 .115 668 .353 68 .86 0 5.1 4. 4 4 8 685.50 4.9 684 68 7 .944 67 7 66883. 8 9 .6.37169 7 . 1 . 6 . 4 4 BUILDING HEIGHT 4 3 4 5 FFE 66884 2 68 66884. 68 4.3 68 7 9 0 5.4 0 15.9' 68 0 44..632 66884.9 54.0.69 6255 .3285.5 . 3 8 8 9 . 2 5 4 6 668 4 6 9 685.106 3.2 68 66884. 4.7 8 68 4.3 3 4.273 68 4.835 4 .3432 68 68 3 4 66883.9 66883. . 66884. 5 6884. 68 6 2 40 6 9 .598 84 .376 . 5.4 8844.1 34 720 68844.7 4.1 8854.8 6844..87 1 74 . 6 0 8 6 68 685 25 7 . 4 . 3 6 .366 8 54.5 . 6 3 8 6 3 4 . 6 . . 8 2 4 6 8 5 5 668 4 6684 68 66884.8 68 4.3 .09 0 68 85 685.57 85.42 685.01 .9.433 54.0.44 0 6 9 4 8 5 2 . 668 8 4 5 4. 75 66884 TCF FFE 6 9 66884.0 4 6883. 5.3 3 2.6 68 4.3 44.4.014.2982 6 09 68 . 8 2 8 3 5 6 9 6 . 2 3. 68 66883 7 4.943 4 6388 5.6 68 66884. 3.3 .18 5.4 5. 68 68 84 68 68 9 7 74 .59 2.67 6 9 . 1 8 . 2 2 2 0 3 5.068 68 68 5.1 3683 68 0 5.5 5. 5.3 .97 68 .2.748 86 66884. 1 .98 3.6 68 68 5.1845.0 4.942 68 8844.48 5 0 . 8 6 8 0 4 5 6 8 6 68 4. 5 2.6 82 6684 . 4 8 6 6 . 4 4 6 1 68 68 6 2 3 8 8 9 9 3 .345.46850 . 2 6 6 3 8 . 2 . 5 2 7 5 8 .46 6 4 68 85 5.285 68 85.4 5.280 7 2.6 68 684. 6684. 3.5 2 3.728 2 66884. 6 9 68 85.0 6 680 6 76 0 68 6 5.171 5 6883.1 .57 66883. 4.9 .029.945.0 5.06885 3.8 4.4 66884.62854..393 6 5.1 68 68844.53 85 8 8 6 . 6 6 5 1 95 84 68 68 38 6 6 68 .15 1 68 96 5 4.7 .519 6 . 8 9 3 6 8 4 0 . . . 5 6 3 6 5 4 6 . 2 5 . 3 6 6 8 3 4 5 84 .44 9 61 5 6 1 09 .30 85. .11 5 .9 0 68 4.2 3 6885. 2 66883. 66884.8 68 4.63 .9 66884. 844.49 5.1 5. 12 685.56 68 6685 4.834 5 0 5. 5 3 5.281 6 .394 68 5.2 2 4.6025 68 66885. .61 66884. 99 7 66884. 685. 68 68 39 .0.791 5 668 5 8854.9 9 54.1.70 43.5.98 26 .4.845 6884.7 5..334 85.5685 .90 2864 68 2 5 9 6 2 6 2 . 4 8 8 . 2 . 5 8 3 3 . 1 . 8 3 4 . 5 5 9 7 0 6 5 8 6 6 5 6 6 . 1 3 . 7 8 . 8 6 85 6 8 6 2 1 275 . 8 43.7 6684 84 2 37 5 885. 5.500 6854.9 8 . .4.01 4 . 8 8 . 8 5 2 8 1 3 6 6 5 . 4 6 8 0 . 1 8 6 6 4 8 5 6 . 6 5 9 8 6 . 4 8 3 5 8 668 5 6 2 5 6 5.2 .45 6 6 3 5 6 6683 6 8 . 68 6 4. 1 68 8 66884. 68 66883. 4.949 68 .36 6 68 66884.6 4.933 6 6685 4.620 .3 7 2.6 68 6 5 9 .69 4.7 9 68 685 66884. .671 66884. 66884. 685 4.9 2.03 68 .62 8844.22 64 5.2.78 685.25 66884.3 4.8 .33 85.3 38.090 8844.2 8 4 6 7 8 . 8 9 5 . 6 68 6 6 8 4 6 4 8 2 6 6 7 8 3 5 6 3 6 5 6 7 6 6 2. 4. 38 68 68 6884. 4.9 66883. 4.80 7 68 68 5.3 4 66884. 6 2 68 684.4 6 .18 .16 6684 4.851 6884.8 9 33.8.37 3 .0875.08 6854.69 854.63 82 68 66884. .5.196 84.4.93 54.0.55 42 7 8 0 5 6 1 6 8 FOUND IRON PIPE 4 8 8 8 . 3 684.29 0 8 6 . 5 8 7 8 8 7 . 9 . 668 5 7 6 6 1 4 4 6 6 8 4 4. 08 4 9 6884 68 683.91 3. .48 .949 3.9 2 4.837 9 4.7 .53 80 5 4.610 66884.4 .038 .9 7 .489 66884.4 68 66884. 66883.3.97 84.1.78 66884. .0566884 68 71 846844..4830 6 1 66883 68833.4 6883.5 84.1.69 66884. 54.1.75 68854.5 68844.4 AT CORNER 8843.9 1 .3.989 4 1 9 3 6 6 2 8 0 6 6 . 0 . 1 . 8 5 . 8 8 4 . . 8 6 8 9 8 6 3 2 6 4 5 6 3 5 6 3 668 6 6 6 . 1 6 84 6 .402 66884 68 .35 68 4.2.756834..32 1 6 66884. 5..0568 68854.5 66883. 68 46 8854.8 1 6 4 7 8 2 . 8 6 5 6 8 4 . 4 8 3 6 8 . 6 6 8 6 6 1 6 43. 6 6684 4 0 84..51 4.1 1 7 4. 39 684 8 68 7 1 83 9 66885.2 4.5 5 66884. 13 68 4.3 4.3 66884. 3.9 9 68 1 3.626 .45 4.54.6 6 4.40 .18 4.7 2 7 6 66884. 4.1 68 4.0 .55 6188 68 68 83.9 66883. 84 5.3 8 68 68 .25 5 4 9 4.160 68 2 09 68 44.7.26 21 6844.12 4.9 28 6 8 6 .47 4 0 4 6 . 0 . 8 7 8 . 6 . . 8 8 6 4 9 3 8 8 4 4 6 2 3 9 6 5 4 6 668 4. 6 4 3 1 7 6 6 9 2. 682 2. 68 4. 7 68 68 68 8 68 2 3 68 4.1 .14 89 5.3 .67 4.718 84.1.68 .77 5.162 1.3 0 68 68 68 3.2 4.3 68 4 4 3.517 3.7 68 84 683. 68 83 66884. 4.831 4.3 83 .40 9 66884. 68 83.0 68 68 .13 66883. 44.8.34 68 4.2 94 2 683.68.666 66884. .31 78 6 .2.700 6 72 8832.89.41 4 2 8 8 6 8 3 3 4 6 8 3 8 7 . 8 . 6 1 68 4.24 . 8 8 3. . . .17 8 83 7 0 6883 6 3 4 8 3 0 4 . . 2 6 . 3 6 . 6 0 9 1 4 6 8 8 8 0 6 1 1 7 4 8 4 4 7 8 6 8 4 4 668 0 6 .35 6 6 6 8 4. 6 2. 68 68 3. 5 6 6. 68 68 4 66884.8 5 4.832 2 0.9 668 1.0792 6 4.837 68 0 66882.883.068 0 668 67 1 5.3 .97 4.4 5 0 3 .840 0.4 66884. 86 68 2.9 3.493 66884. 68 2.8 78 676 68 76. 67 2.1 4.730 8844.3 68 82 1 9 4 .36 4.3.90 683 2 5 44.8.34 6844. .31 68 . 8 6 45 66882. 6 .89 8 68 .02 6 9 0 8 1 . 8 . 6 5 4 6 . . . 0 66884. 5 1 . 2 3 8 3 6 3 . 8 3 668 05 6 0 . 7 6 6 1 68 6 6 5 .54 94 8 .06 8 . 8 2 8 .33 . .9 3 6 7 8 7 6 6 1 6 6 1 . 8 6 4 3 6 6 6 6 2 6 67 2 0 4 67 8 68 82 9.1 68 .207 4.4 67 83 68 7.9 .85 382.1 0 .93 6.04 6 .25 95 8 6.3 67 .74 8832.8 67 5.6 .11 .14 0 6 8 7 2 1 9 6 5 9 2 5 4 2 7 7 4 6 . . 8 6 2 . 3 . 6 7 7 5 8 0 7 7 . 6 6 7 . . 3 4 3 6 . 3 6 6 8 2 2 6 6 6 0 6 0 4 84 4 68 67 67 67 .39 6 81.5 67671.8 2.8 3.0 67 68 5 68 12 68 67 68 3..706 9 2 679 3 9 6 9 78 67 683.25 FOUND CROSS .55 79.6 681. 4.3 686833.5.619 7.3 5.6 2 73.5 5 7 .05 .86 73.9 6 4.83 0 8 7 7 7 2 6 4 3 6 6 8 7 6 . . 6 3 6 4 6 6 . 7 3 9 1 1 67 68 83 .56 9 67 6 6 4 82 AT CORNER 4.0 3 0 4 9.7 6 6 2 67 8.8 67 .99 1.8 67 3.8 2.28 56 6 67 2.4 67 67676.42 .11 6 68 3. .57 1.9 .41 5.3 4.2 67 3.6 2.3 2.2 2.31 677 74 .18 67 67 6771.6 .88 68 2.3 82.3 72 68 68833.73.5521 67 80 67 67 68 67 4 . 77 67 7 8 6 .8.306 6 8 1 3 6 6 6 6 4 6 5 2 . 3 8 9 7 83 .6 .400 1 4 1 9 4 86 5 67 6 66882 6.5 2 3.6 1.8 1.7 .307 3.7 67 4.80 2.7 7.2 5 8.5 79.6 1.7 671. 71.8 78 67 6 67 .55 67 67 8 3.373 0 67 67 67 6.4 67 67 6 6 73 67 8 2 1.7 66882. 1. 8 3.2 .89 0.61 67 6 3.8 6 7 7 4 7 1 5 . 7 . 0 . 2 6 1 6 9 2 2 6 2 . 68 3 . 6 7 9 2 . 0 8 2 68 68 7 2 7 8 . 9 7 1 68 . 8 4 68 1.9 .3947 7 6 . .43 6 7 7 4 . 7 .86 3 6 4 3 4 2 6 7 . 7 . 1 6 . 7 1.9 6 6 8 2 2 2 6 6 26 71 68 83 63882 67 2.268 67 7 .229 67 6 2.0 9.6 67 2.5 6 .11 6 66881. 6 4.1 2. 6 .86 67 67 9 2.1 68 72 .78 8821.9 6 84 67 67 21.2.69 .6.483 . 71 6 .1.59 6 4 8 6 7 . 8 1 . 1 1 6 2 2 7 7 9 1 6 881 1 6 7 4 4 2.2 6 6 2 8 . 6 . 7 9 6 8 66881 82.1.64 6 68 8 8 . 8 6 4 2 6 3 8 6 1 2 1. 6 81 67 67 66882. 9.9 3.0 6 1. 67 1.80 67 2.183 6 3 67 67 .060 8108 7 66881. 31 67 FOUND DISK FOUND IRON PIPE 81 80.9 .02 68 1.8 8 .87 . 1.7 6 7 2 1 4 8 7 6 1 68 1. 0 1 6 68 1 66881. 86 81.8.51 68 0.908 0.76' E'LY & 0.07' N'LY 3.3.30 4 0.22 N'LY & 0.07' E'LY 2 88 1.1 7 .29 6680 . 1 8.3 3 68 80 .8 686833..221 668836833.3.37 8811.42 668 0.2 680 67 .8 71. .56 6 8 6 0 .40 . 3 1 7 2 6 8 9 1 2 6 68 4 3.0.19 6783 6672 0 67 0.3 7 .907 7 2.1 3.657 686 .9.7883 1. 8800.5 800.9.61 68 16 72.915 2 0 . 7 6 4 6 2 0 9 66883.91 8 8 6 6 6 9 388 7 80 6 2. . 0 2 8 7 6 9 0 . 6 . . 7 . . 5 1 8 6 7 . . 1 7 8 2 6 0 3 . .66 7 6 3 1 9 66880. 67 67 2.033 68680 68 467 2.8 8 906 68 67 7 8 68 66881. 1 5.8 6772.1671. 1.2 0.5 2 0.4 68 3205 67 0.6 .10 8 . 68 .17 6 6 8 5 2 6 0 3.8 0 8 6 8 . 1 0.5.54 68 .1.813 68 68 7 ..3388 6680 2 3 0 2 7 8 6 66181 .3 .9 .62 66880 1.0 0 1.0 3 5 72672 673 5 8 4 68 0.5 1.9 68 0.4 1.8 6 9.6 68 10.0.47 81..046 68 43 8 7 7 1 . 8 6 7 6 6 1 4 0 7 6 6 80 2. 80 68 1.8 6 0.6 0.941 68 .28 66881. .33 68 .68 68 0. 72 96 67 80 77 4 3 68 2 .306 671. 6 6 8 2 3 . . 2.9 5 0 7 2 8 8 67 66882.5 6880.2 68 681.06 6 2 7.794.4 6 .41 .9.400 680.51 5 3 7 . 0 0 . 6 6 0 0 0 68 66880 8 6 68 7 68 680.68 0.414 .01 0.2 .44 9.3 .4 66880. 81 68 FFE 19 80 67 80 8 6 6 .57 6 . 0 00.3 6 8 8 5 9 6 668 7 6 1.8 4.5 0.9 0.2 4 74 2.1 0 67 3 .84 67 4 68 68 72 00 7 672. 6771.9 5 0.5 9 1.6 0.4 8 6 0 7 5 8 8 8 . 8 . . 5 . 2 6 6 7 .5 9 6 0 8 1. 26 6 1 674 6773.6 68 68800.0 4 67 668811. 1.8 6 0.949 5 .00 67 .5.292 6 .50 .30 1.3 9 0 66880. 0 . 0 8 8 8 9 7 9 6 6680 6 68 67 67 6 9.8 .541 67 668 0.2 8811.2 68 800..247 68 6 5 6 1 6 3 7 6 3 0. 99 8 0. 5 4 9. 0. 21 7 6 8 .35 66879. 800..3184295 0.606 66880. 67 5 1.6 0.3 79 4 99 .86 66880. 6679 0.0 68 68 6 .87 71 671. 1.7 7 1 68 6 7 6 7 7 6 3 6 0. 6 0.413 .160880.0 2.9 4 9 66880. 67 .96 8 6 680 6 1.9 1 2 7 . 9.8 7 .91 0 .8 6 72.9 67 .81 67 78 67 68 0.06 71 6 1 8 9 6 4 6 7 1 3 7 .99 68 1. 5.66. 04 6 67 68 67 66777. .47 29 .01 67 10.0 .46 7.81 79 76 673 08.6.01.81 .86 6 . 0 2 2 . 8 1 8 1 7 5 . .77 1 5 6 860 8 10 6 7 67 95 67 9 71 2 660880. 67 9 .31 73.5 67 680.50.0080 0 9.3 8.87 1. 9 6 9 9.821 8 6 7 7 . . 8 3 7 6 6 8.7 . 0 6.3 . 6 8 7 6 0 0 0 6 5 66779. 6 80 67.10 67 74 66880. 52 73.8 67 .54679. 9849 68 7 .89 2.8 9 . 6 6 . 1 6 9 7 2 0 6 5 7 6 0 . 0 6 .0 6 6 8 9.6 67 6880. 0.6 68 68 3 1 .70 3 9.4 67 0.0 67 .80 4 679 69 67 74.7 67 9.7 .1700 6 0.96 68 1 68 5 7 1 1 . 7 . 6 6 4707 68 1. 6 9 6 9 .7 2 68 6 67 67 80 .35 6. 6.3 68 9.7 0.0 .66080 .56 67 77.5 862 6 67 68 80 6 79 9.9056 7 0 . 6 . 8 1 6 6 7 1 0.1 4 9 67 66779. 5.2 78 0.738 67 4 2. 67 1.8 8.3 67 6 .14 67 66880. 1.9 67 67 4.3 67 34 678 . 3 2 9 2 7 4 .72 0 1 46 1.8 6 8.7 678 9.945 0.8 67 .13 3.1 72.2 67 66779. 68 .87 75 67 3 0 5 9 6 8 . 67 9.8 2 71 .01 6 4 67 9 9.8 9 67 1.8 5 67 .06 78.0 67 75 09.0.58 5 5 6 7 8 1 7 6 5 . 7 6 667 6 9 3 67 9. 2. .1 8 1.8 66779. 67 67 67 .80 67 0.1 6 8 1.8 672 1.9 .78 68 1 671.71.7 0.92 .93 673 .82 6 .83 3 8 .26371 71 1 1 1 6 6 . 1 1 . 2 6 7 1 87 1 67 8 0 0 6 67 .95 67 6.8 67 3.4 6 9 67 2.9 67 67 1.9 2. 67 67 3.0 1.8 5 1 67 67 9 .86 67 62 1 99.8.36 .60 1 . 7 . 7 7 7 7 67 6 75 67 674 67 7 4 6 3 5 6 .80 .54 96 0.2 3 9 4 9.488 71 2.22 0.2 6809.0.5679.6 .9.699 66879.8 8.6FOUND IRON ROD .5778.7 72 6 8 4 . 9 9.566778. 7 7 6 6 0 9 7 7 7 7 6 6 6679 3 6 6 2. 67 6 67 1 6 9 67 3.6 2 0.54 N'LY & 1.12' E'LY .0 9 0.0 8.7 .85 .08 .04 67 68 .79 8709.71 6.0 68 67 677 94 79 1.7 72 1 . 6 7 6 7 6 7 6 6 6 9 6 .941 6 68 0.16 67 4 0.0 0.0 9 .39 7 2 9 . 8 7 2 . 6 6 6679 5 . 2 4 67 0 5.4 76 .787 5 67 6 .41 5 .82 7799.2 2 41.9 67 5.561 6 7.5 .30 2.8676 0 9.0 6 72 2 7 7 2 7 1 7 6 . 6 9.2 3 6 6 .6 .5667 .8 7 6 6 5 9 1 6 . 2 7 5 7 1 5 5 2 7 6 76 .581 66779. 2.1 8.8 5.5 67 5.567675.5.526 67 16 .612 79 .1 3 67 .50 .48 67 067799.2 6679 08 867 6675 1 9.1 79 9.58 79 50 79.3.83 0 7 9 4 9 . 7 6 . . 6 . 3 6 9 6 7 . 6 9 4 5 6 6678 8 3 79 6 2. 8 0 77 67 66779. 7 67 9.1 2 79 .6 2 .7 672.588 2.5.06 6 5.2 7 6 .22 67 79.4 6 78.9 6788.78 .9 667711. .7.96356772.52 2.41 .39 67 77.8 6779.0 0 8 .82 9 72 7.76 7799.539 2 6 6 6 6 . 6 8 6 2 2 7 6 9 7 6 7 6 7 6 1 9 634 995 7 .045 6627 67 6 67 6 . . . 1 9 8 1 7 8 7 6 6 . . 3 . . 4 2 8 8 7 7 7 6 0 . 9 . 9 5 9 . 678 .7 1 6 .0 9 6 .6 0. 79 67 6 .59 67 66779. .003 67 78 66778 8.8 667 867788.7 6 67798.6 68 6 6778.8 2.8 9 672 672 0 5 .07 .986 6 .01 67 8.8 5 67 .1318 .6 6 8.844 6 .90 66879. 4.5 31 78 7788.5 .56 8709.51 9 8 8 7 2 6 6 4 8 6 1 . 7 7 . . 7 7 6 7 76 . 6 4 6 6 6678 67 8.7 .87 6 7 6 679 .07 72 7 98 8 67 2 8 1 8 09.1.62 1 809..052 . 8 . 6 6 7 5 6 2 2 8 8 4 4 7 . . . 8 6 6 7 667 0.156 667 3 7 6 6 8 8 3 7 . . . 0 4 7 3 6 9 6 7 7 7 6 6 8 8 2 78 6788.4 6 3 3 6 5 8.8 67 0 66879. 66777.9 8.4 6 66778. .59 .4 4 4 6.0 67 7.8 6 9.1 1 67 8 7.8 1 67 66777.8.938 .37 9.8 67 4 67 8.1 8 7 .28 6799.8.33 6 7 4 7 7 . 6 9 7 7 7 8 4 6 39 6 8 .7 .7 7. .7647 7.9 6 9 1 7 7 . 67 .14 67 . 6 7876 7 67 77 .767 8.170 4 8 6 9 . 6 7 7 0 9 6 77 67 7. 6 8. 75 6 1 6677 3 8. 65 7 67 67 . 6 8.1 7 6777.83 6.1 67 8.8 3 67 78 8.3 .58 66777.6 7..7636 .098 67 67 0 8.7 5 68.764 .55 667777. .41 79 91 7 8 . 7 2 7 8 6 6 . 66778.1 0 3 7 9 7 7 6 .5 6 .6 78 777.6 . 7 4 6 7 1 6 6 . 7 7 7 6 2 7 7 6 6 9 8 6 .787 6 4 7 6 7 7 67 9. 2 .433 67 59 5 67 0.0 9. 7.5 6 67 6 67 7. 8 777.0 9.0 .71 .98 68 67 9. 3 67 6777.5 7.6609 67 78 66478.2 6677..1795 .11 79 74 67 679. 6 7 7 6 7 . 2 . . 7 7 6 9 50 . 0 8 6676 .64 6 9 67 799.1 67 9 76 9.8 .20 8.9 48667 .90 67 .65 .556 78 67 6798..96 6 79 6 7 6 7 .846 6769 36 4 76 66776.8 9.4 4 .586 .52 676. 6 6.8 9 9 6 .79 6 66778.9 . 7 6 3 9 3 9 6 76.45 6.848 7 1 5 . 7 0 6 6 4 8 6 . 7 6. ..496 7 7 6 6 9 8 6 6 7 67 66778 0 6.3 55 .38 6 7 6 0 6 . . 9 6 7 9 6 6776.3 4 5 76 .15 66778.5.503 6.2 2 6.2 .25 36 6676 8.7 2 67 8 0 4 67 67 4 676 676. 6.0 6 6 66778. 1 7 7 9 . . 8 6 4 6.006 6 9 .8 . 7 5 8 5 8 6 6 7 1 . 8 7 . 4 8 6 5 8 6 7 4 6 5. 66777. 6776.0 5.7 67 67 5.6 2 67 6 .62 5 67 5

6 6.8

.12

5.4

9 5.411 66885.

8 5.4 4 66885.0

4 5.718 66885.

686.15 .6 84

S80° 43' 44"W 5.00'

IS ROU

2 5.168 66884. 2 0 4.7 5 5.161 68 5.3 66884. 8 6

5 5.7 6 66885.2

684.80 .82 84

684.80

7 4.947 66884.

0 5.829 66885.

684.60

684.70

686.00

R 684.89685.46

0 5.505 66885. 4 5.5 68

6 5.621 66885.

4.8

5 .5 5 26884 84. 1 4.5 6 6854.1.60 68 .069 668 5 5 66884.

4 5.054 66884.

3.7

685.22

685.60 .169 7

685.30

1 74 5.831 5. 66885. 68 4 6.6 1 68 14 6.0 . 4 .47 8 6 4 5 . 6 8 1 6 68 668.26 6 5.726 66885. 6 15 68 0 . . 6 68 686 .618 2 .02 5.4 68855.1 8 86 6 6 9 .056 6 6 . 8 5 6 68 .34 6 5.510 5 3 66885. 68 85.4 6 9 6 5.4 5.4 4 68 7 66885.0 0 5.404 5.4 2 66885. 66885.0

5 5.407 66885. 7 5.4 68 2 5.400 66885.

R 686.80

5 5.284 66884.

.90 2 4 6.0 685 5.9 68 6 5.8 68 5 8 5 . 7 5 . 5 6885.5 7 685 22 6 5.3 5. 68.315.24 56.8205.305.38 568 68 68 68 8 6 7 5.1 6 68 6 85 6 1 8 5. 85..117 6.4 16 686855. .062 6 14 9 6885.0 6885.0 5.1 8 6 1 68 5.3 1

7.5

R 684.90

5 5.712 66885. 2 5.710 66885.

6 4.5 68

.09

8 3.5

0 4.8

5 5.278 3 66884. 5.167 66884. 6 . 5 4 84 4.6 0 6 68 854.2.68 668

6 R 683.90

0 4.597 66883. 7 4.493 66883.

3.7

.4 83

3 68

.3 84

FF 686.00

9 3.3

5 5.275 66884.

3.5

6 3.7

5 66885.1 686.30

685.90

685.19

6 5.5 6 66885.1

.670

R 684.00 0

4 4.5 8 66883.9 2 4.5 7 6883.9 6

1 5.721 66885.

6 5.7 6 66885.1

685.20

684.70

8.2

R 685.29

.87

6 68 5.374 6845..835 66884. 7

9 3.6 68

1 5.726 66885.

4 68

9 5.391 66884.

0 .626 4.7 7 66884.1 68844.0 6

66884. 4.056 4

6 5.830 66885.

7.8

6 6.062 66885.

685.80

.6 84

3 5.6 7 68 85.6 6

T/C 686.00 E/P 685.50 3 4.6 68

6.0

468 5.5

685.40

5 4.842 66884.

1 5.6 68 68

68 68 5.6 5.6 4 5

5.6

68 5.6 4 0

4 68

7 5.5 58 5. 8 68 .59 5.499 5 68 4. 68 .58 68 5 68 0 .50 5 5.3 6 68 66884.8 .32 85

684.60

4 4.4 9 66883.9

4.5 68

3. 684.40 68

R 684.20

1 5.476 66884.

4.2

9 3.7

7 5.8 3 66885.4

686.00

LOT 3

684.20

0 4.587 66883.

7 3 4.5 7 4.379 6884.0 66883. 6 60 4. 4 66884.0 .594 3 4 0 66884. 4.381 66883. 7 2 4.0 68 3.6 68

685.20

5 68

0 5.6

1 5.6

685.10

.21

685.20

.09

8 4.506 66884. 2 4.612 66884.

9 5.378 66884.

0 3.6

685.40 685.20

0 4.501 66884.

.49

3 4.722 66884.

66884. 3.937 4 .5.056 4 66884

6 3.9 68

8 5.283 66884.

2 5.3 68 2 5.4 68 3 5.382 66884. 3 2 5.1 68.12 854.3.79 5 68 668

5 68

4 4.9 68 .91 4 6 68 4.6 .75 6 68 6844.20 8 4.6 .04 6 8 6 85 6

3 6.2

.48

4 4.402 66884.

2 686.00 5.6

2 7.4

6 68

9 6 .19 6.7 8.5 688 68 8 6

0 7.5

5.6

5 68 1 2 . 5

9 4.389 66883. 5 4.3 0 6883.8 6

.52 85 .03 3 .5826 6685 85.5.03 5 6 85 47 6884. 6 5. 02 6 66885. 7 5.4 4 66885.0 5 3 5.3 2 5.498 6884.8 66884. 6

4 6.052 66885.

6.1

ILLINO

4 5.8

.2 85

68 685.6 5.6 2 8

427.88'

5 .23 8.4 688 .70 6 68

1 4 .6 68

0 4.5

R 683.99

6 6887.0 6.4 0 8

1 7.1 9 6886.4 6

685.59 FFE

2 .13 8.4 687

.53

.09

4.3 9 685.30 6883.8

R 683.60

685.80

1 4.2 68

3.6

2 6.4 68 6.32 68

125.00'

1 4.9

5 .42 5.5 68 .58 6855.40 5 8 6 68

684.65

3.7

68 .86

1 0 6.0.42 5.2 66885 68 1 5.0 68 0 5.935 66885.

9.5

' 16"E

.9 85

N01° 03' 14"W

7 68

7.1

.63

FF 686.00

68 5 .14 5.1.586 5 68 68 68 2 5.5 3 5.1 85.27 8 6 6

3 5.281 66884.

3 6.005 66885. .10 85

1 6.017 66885.

1 4.7 7 66884.2

68 2 5.6

8 5.5

0 4.5

4 2 6.963 6.829 66886.8 66886. 66886. 6 6 6886. .690 7 6.999 6.612 66886. .6.006 2 7 66887 1 6.2 68 7275 1 . 6 2 7 6 7.4 686. 66886. 7.8 4 0 68 66887.2 6.3 6 .53 6.7 5 6 68 84 .09 66886.2 86.4 9 .9 6.35 3 6684 6 5 68 68 5.5 68

5.1

685.30

9 6.4 68 8 6.0 68

6 6.0 68

1 6.4

.08

8 5.0

5 4.9

68 5.3 3

S09° 16

0 6.0 .79 68 6866.3086.66 68 6

9 5.1

66883.

0 5.269 66884.

6 6.1 0 66885.3 .66 4 5 8 6.136 68 5.2 66885. 68 8 .91 5.12 2 1 . 6 5 84 68 1 5. 685.62 68 6 5.276 66884. 68 4 2 0 6 8 4 5. 5. 5.5 68 68 4.9 5 68 6885.0 .0092 5 2 6 . 8 0 6 86 6. 32 6 66885.

5.6

684.78

.80 9 .30 84 .31 6.5 86 6684 68 6

5.6

685.304.496

9 5.5

684.32

9 8 1 7.0 7.0 .02 68 68 687 86.9 6 4 6.938 8 66886. 6.7.29 8 6 86 5 6 6.839 66886. 7 9 4 6. 38 6.9 5 66886. 66886.4 7 6.4 9 66886.3 6.799 66886.4

4 68

9 6.132 66885.

4.9

687.50

686.10

685.50

A=19.17' R=1498.91' CB=S09°38'28"E

R 682.77

202.59'

WATER

0"W 9' 2 3 ° 69

.83' 159

WATER

A =14

9.5 9'

N11°

HWL = 678.50 NWL = 672.00

R=14

56' 32

87.69

LOT 1

" 13' 04 S13°

215.7

7' 159.8

6 31.8 2 = A

N80° 3

0' 23"W

4.6

6 5.729 66885. 5.284 66884.7 2 5.278 66884. 0 2 1 . 4.8 7 68 3 271168 . 6 . 5 6 66884. 68 .43 4 8 6 6.56 5.172 68 6886.5 66884. 6 4 5.1 6 66884.6 6 6 0 68844.9 68845.1 .326 .643 6.6 68

1 7.0 9 66886.4 5 7.055 66886.

4.9

68 685.63 FFE

.96

685.30

6.3

R =2

LAK

183.88

ILLINOIS

4 .8 68

0 6.596 95 66885. 9 . 6 66886.4

685.20

6 8 4.5 .5 68 684

.84 84

5.5

1 5.6

6685

686.30

3 61 9.8 68 65 686. .46 . 7 1 6 68 86.4 68 6 6 9.4

BUFFALO GROVE

685.18

8 6.5 68

684.65

1 5.7 8 66885.1

7 .185 6.5 0 66886.2 68865.7 6

.6 86

5 68

6 4.7 5 66884.3 1 4.8 7 66884.3

6 3.6

2 5.6 6 68 .568855.6 5 . 5 685.44 52.3042 68 6885.5.06 4 6685 5.387 66884. 1 5.3 16 6884.8 68845.3 6 .927

5 9.5

DRAWN BY:

9 7.063 66886.

2 68

.63

1 5.494 66884.

3 4.948 66884.

63.10' ..6222' 54"W S85°8558

MV/TK

0 7.8 5 68 7.2 68

7 4.492 66883.

3 685.50 4.607 6884.

685.93

2. ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE UNLESS OTHERWISE NOTED. SUBTRACT TOPSOIL THICKNESS OR PAVEMENT SECTION TO ESTABLISH SUBGRADE ELEVATIONS.

THE CLOVE

.26

2 5.267 66884.

9 5.4

65 5.61845 66885. .63

6 3 68 8 2 3 6.850 6.06.0 5.9 66886. 68 68 468 .876 5.9 68855.4 68 1 6 6.3764 6 5 68 66885.68866.6 7 55..975 855.6.8.518 .053 8 6.730 668 66886. 41 685 6 9 2 9 6 9 . . 2 2 5 4 6 2 5.5 6..69 66885. 66886. 68 66885 .10 87 .8.359 6 5 6 66885 10 5.844 4 86..52 66885. 2 .43 5.4 6685 7.1 8 5 865.94 6 68 5.839 .2.886 28 .96 668 6 0 5 . 66885. 8 16 5 6 5 68 66885. 6.8 68 68

7 68

8 5.2 0 66884.8

9 07 4.1 6854..64 68 68

1 3.9

4 .91 4.4 0 66883.9 683

9 4.400 66884.

FF 686.50

BUILDING HEIGHT 17.3'

684.80

5.4 68

66885.3 4.8 6 1

3 7.6

3.6

0 8 9.5 .31 7.166 68 689 676886. .5

.67

5 68

41'

8 7 .2 68 3 8 3 4 7. 9 7. 68 68 676887.33 7.5 7. 6 .4 668.87 68572 . 7 6 6887.3 68 68 6877.63 6 6 7.9 8 6 66887.5 .81 2 7.0 4 6189 687 6687 1 . 0 8 7 66887.6 .74 .5687.3.69 6 4 7 0 7. 68 6.9 68

R 684.43

684.50

66884.

6 68

6684

2 5.168 66884. .192 5 8 6684.7 3 5.0 9 66884.5

6 7.063 66886.

1. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHIN OR ALONG CURB AND GUTTER REFER TO EDGE OF PAVEMENT ELEVATIONS UNLESS OTHERWISE NOTED.

29.

684.695.2619

.30

8 6.9

685.10 .568 84 .0

LOT 4

0 5.836 6 66885. 85.8 6

7 7.499 66886.

R 684.30 4 4.4 0 66883.9 7 4.384 66883.

2 3.8 68

.53

3 68

66886.

6 6.631 66886.

4' 47.2

D A O

ED T ICA .W. D DE R.O E OR IDTH F TO LE W E R HE RIAB VA

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

8 6.3

.51

4 68

686.09

.68

5 685.55

DESCRIPTION

684.25

7 6.4 01 68 6876..58 68

6 7.054 66886.

9 7 5.3 9 5.4 68 5.5 68 8 2 6 0 0 1 6. 50 85.212 68 5.5 685. 6 85. 68 6 66884. 02 .858 4.259 9 . 44.3 0 4 4 2 8 0 . 8 . 6 6684 68 5 6 6884.5 6

3.6

9 6.070 66885.

686.11 FFE

NOTES:

NO. DATE

2 5.0 5 66884.5 4 5.0 6 66884.5 7 4.5 68

3.5

R 685.20 0 7.167

155.91'

4 1 4 6.6 .5 6.4 68 686 68 9 9 6.76.6 68 68

0 8.075 66887.7.79 7.45 4 68 68 87.5 9 6 7.400 66887. .66 7 68 .58 4 5 7 6 68 687. 7.1 4 66886.6 03 7 87..54 7.2 6686 8 8 24 6 7.2 7. 68 68

4 77 . 7 6.2 68 68866.2 6

1 4.8 7 66884.3

7 4.383 66883. 2 3.8 68

5 5.0 0 66884.6

6.7

4 6.8 6 6886.2 6

6 4.388 66883.

0 5.4 4 66884.9 8 5 4 85.0 68 68 5.4 5.5 68 5.61 6 .12 6 5 683 68 .449 5 8 5.4 9 68 85.3 .55 66884. 6 85 8 3 5 6 5. 5.6 68 68 5 5.3 2 66884.8 0 5.6 68 685.58 5 2 FFE 5.4 5.6 68 68

.59

R 684.04 684.25 .8 84

4 4.381 66883.

8.9

6.7

8 96

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

138.55' 8 .16 6 .4 86

1 6.0 .02 6 68

5.5

.56

7.3

PROJECT MANAGER: NO.

6 6.494 66885.

66886.3 5.8 4 9

618 7.1

GRADING PLAN - AREA 3

4 6.4 0 66885.9 0 6.2 68

1 5.1

.98 4 9.2 6866.80 68

REVISIONS

R 683.76

N89° 35' 41"E

9 8 5.6 .7 68 685

2 4.7 68 4.72 68

7.4

ORIGINAL ISSUE DATE: APRIL 21, 2022

686.15 FFE

20360

5.8

68 5.9 686.03 7

PROJECT NO.:

0 5.0 68 ..8209 8 5 66885 5.6 68

1 5.054 66884.

2 6.502 66886. 0 .82 7 . 5 5 0 21 68 68 6.186. 7 60 5.6 68 66 9 6866. .06 8 6 .78 6.086.1 68 5 8 8 6 6 6

6 5.5

4.0

6 4.3 3 66883.8

4 7 4.4 68 84.4.92 6683

' 16"E S09° 16

.582 1 86 .0 .6 6 66886.3 668668866.065 5.9 4 6 6..10 4 66886 2 65.0.90 8 7 668 9 . 5 5 68 62 3 6.597 686. 6.8 8 66885. 66886.2

5.9

9 09 6 6.3 5.58685. 6.505 68 68 0 68 66886. 5.2 94 68 .259 4..52 1 6 8843.8 66884 854.0.56 1 . 6 5 668 .008 6 1 FOUND DISK 68 5 5 .9 8 66884. 5.4 684 0.10' E. & 0.14 N. 68 2 5.8

6 5.388 66884. 6 7 .3 5.4 685 68

67.10' N04° 01' 06"W

FOUND IRON PIPE 0.54' N. & 0.04' E.

MATCHLINE SEE SEE C4.2 FOR CONTINUATION

4 6.498 6 66885. 865.4.95 668

S04° 01' 06"E 67.10'

5 6.494 2 66885. 66..504 8 668 3 6 6.490 66885. 6.3.898 68856.4 .956 66885

68 6.1 5

1 5.8 68 2 8 . 5 68

R K O

O C E

N01° 19' 44"E 23.30'

A=83.81' R=2356.83' CB=S66°41'02"W

DRAWING NO. GRAPHIC SCALE

C4.3

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C4.1 Grd20360 S03.dwg 5/10/2022

125.00'

ILLINO IS ROU

FOUND IRON PIPE AT CORNER

A=19.17' R=1498.91' T/PIPE E-W=675.71 CB=S09°38'28"E WATER FILLED

MOBILE GENERATOR

.5 9 ' A =149

7' 159.8

10701 4 ' AD 47.2RO STM 3 2 R= OOK IE 48" N,S=673.91 #10564 #23030 ' C 6 8 STM 31. AKE 18" FES 2 GRATE=675.56 = L A RIM=679.13 IE=672.58N80° 30 #10733 IE 24" RCP=671.46 ' 23"W IE 24" NE=671.22 183.88 WVVR=2356.83' A=83.81' ' 24" S=671.75 #10291 IE RIM=678.09 CB=S66°41'02"W INLET IE 12" W=673.71 T/PIPE N-S=667.46 #10559 RIM=678.95 WATER FILLED #10544#10535 N01° 19' 44"E STM IE 18" N,E,W=672.55 INLET INLET 23.30' RIM=678.86 FOUND IRON ROD 0.54 N'LY & 1.12' E'LY

DESCRIPTION

ILLINOIS

MV/TK

D TE ICA .W. D E R.O ED OR IDTH F TO LE W RE HE RIAB VA

41'

#10672 INLET RIM=678.87 IE 12" W=675.77

87.6

13' 04

1' 215.7

#10435 INLET RIM=680.40 IE 12" E,W=675.90

R=14

S13°

"W 56' 32

10431 INLET RIM=680.39 IE 12" E=676.02

29.

N11°

HWL = 678.50 NWL = 672.00 LOT 1

NO. DATE

AD) RY RO ED (McHENRE DEDICAT . OFO .O.W HERET LE WIDTH R VARIAB

295.83'

' 29"E

TE 83

S09° 16

' 29"E S09° 16 138.23'

132.11' ' 17"W N07° 59

#8068

WVV IRON PIPE FOUND AT CORNER RIM=682.99

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

#8132 INLET #2102 RIM=683.28 PROPOSED INLET #21123 IE 10" SW=680.65 GROCER #2369 FOUND CROSS RIM=682.96 INLET 43,365 SF STM AT CORNER IE 10" N=677.98 RIM=686.24 RIM=685.39 IE #2120 12" W=677.92 IE 12" N,S=681.94 3"E INLET IE 00' 4NE=680.34 N82° 10" IE8410" ' #2132 #1582 .71SW=680.07 #2131RIM=683.04 #2367 IE 10" E=678.14 #21243 WVV STM WVV INLET INLET RIM=683.82 RIM=683.92 RIM=683.93IE 10" S=678.34 RIM=684.20 BUILDING HEIGHT FOUND IRON PIPE IE 12" W=678.24 RIM=685.62 T/PIPE 10" N-S=676.62 IE 48" N,SE=671.88 T/PIPE 10" E-W=676.78 EXISTING 15.9' 0.41' W. IE 10" E,W=679.80 IE 12" N=682.62 #21220 RESTAURANT IE 12" S=679.80 #2281 INLET #2308 #1136 TO REMAIN N00° 34' 45"E #2280 GREASE TRAP RIM=684.01 INLET#2282 INLET 23.72' GREASE TRAP RIM=685.23 IE 10" E=677.01 RIM=682.46 RIM=683.85SAN #2279 RIM=685.21 IE 12" W=675.46 IE 12" N=679.75IE 12" N=680.92 RIM=685.23 GREASE TRAP IE 6" RIM=685.26 E,S=679.58 #1050 #1093 #8261 SAN #8285 #21398 #8307 #21308 #8293 SAN INLET 88.02' RIM=683.91 INLET SAN INLET SAN INLET RIM=684.40 RIM=683.80 IE 8" N,W=675.21 ' 40"W RIM=683.59 #1076 S85° 58 #8360 RIM=684.07 #11015IE 12" W=681.89 RIM=684.65 RIM=684.52 RIM=684.05 IE 8" E,W=677.62 IE 8" E=675.31 IE 48" SE,NW=671.31INLET FOUND CROSS IE 10" E,W=675.40 INLET IE 12" E,W=680.67 #1063 UNABLE TO OPEN IE 12" E,W=680.40 INLET #20392 AT CORNER RIM=683.94 IE 8" S=675.40 RIM=682.72 INLET 2.59' RIM=684.04 48" FES ' 20"W 20#21411 26 6° S8 IE 12" N,SE=681.14 N21° 49' 45"W IE 12 E,W=678.42 RIM=682.77 #10076 3' IE 12" NE=680.94 IE=671.43 INLET 59.8 1 72.15' IE 12" E=678.87 SAN FOUND DISK FOUND IRON PIPE IE 12" W=680.90 #21344 RIM=684.14 0.07' N'LY 0.22 N'LY & 0.07' E'LY 0"W #10756 RIM=682.47 0.76' E'LYIE& 10" SAN 9' 2 N=677.07 3 BUILDING CORER ° IE 8" N,W=678.45 RIM=681.94 SAN S69 4.73' S. IEN.8" E=678.82 RIM=682.05 FACE OF WALL 0.53' N. IE 8" W=678.85 IE 6" SE,W=676.25 LOT 2

BUFFALO GROVE

' 16"E

S09° 16

S80° 43' 44"W 5.00' #7665 #2608 #7642 #2057 INLET STM INLET INLET #2680 RIM=684.89 RIM=685.16 RIM=684.90 RIM=683.36 INLET IE 10" S=679.94 IE 10" NE,SE=680.42 IE 12" SW=681.30 IE 12" E=678.18 RIM=684.89 IE 12" W=680.23 PROPOSED #7729 #7752 IE 10" S=678.26 IE 10" NE=680.69 RESTAURANT INLET INLET IE 15" W=678.19 IE 10" SE=680.54 RIM=684.58 RIM=684.86 IE 10" NW=680.52 43' 44"E #2070 IEN80° 12" N=679.07 IE 10" N=680.82 11.00' INLET IE 12" E=677.34 RIM=683.17 IE 10" N=679.62 #2487 SAN #2085 RIM=684.33 INLET IE 8" N,W=678.02 RIM=683.19 IE 10" S=679.45

THE CLOVE

155.91'

#20824 INLET RIM=684.84 IE 10" N=679.49 IE 12" W=676.66

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

MATCHLINE SEE THIS SHEET FOR CONTINUATION

' 16"E

DRAWN BY:

#5786 INLET RIM=684.24

LOT 9

#6128 INLET #5793 RIM=685.83 INLET IE 12" N=677.23 #6025 RIM=684.09 IE 30" E,W=676.33 INLET IE 12" N=676.71 IE 12" S=677.43 RIM=685.65 IE 30" E,SW=675.69 IE 10" SW=681.48 IE 10" NE=683.13

#8524 STM RIM=688.36 #8543 IEINLET 24" E=682.86 IERIM=686.08 10" S=681.48 IEIE30" 10"W=676.73 N=682.08

#6843 STM EXISTING RIM=686.09 #6196 RETAIL TO IE 8" NE,W=682.54 INLET REMAIN RIM=684.90 #6860 2 STORY BRICK IE 12" N,S=680.40 STM BUILDING #5749 RIM=686.06 STM IE 12" S=681.88 RIM=685.86 IE 6" NW=682.61 IE 12" N,S=680.42

0.40' NW. & 0.02' N.

PROJECT MANAGER: NO.

S09° 16' 16"E 48.27'

#6095 INLET RIM=684.91 IEFOUND 12" N,S=679.56 PK NAIL

S09° 16

#5948 INLET #6415 RIM=685.60 INLET #5773 #6897 IE 12" W=682.89 RIM=685.36 INLET SAN IE 10" SE=682.63 RIM=685.79 #6791 RIM=686.17 IE 12" E,S=681.54 #6320 WVV FOUND PK NAIL #6381 IE 8" N,S=667.82 INLET #6800 RIM=686.09 0.37' W'LY. & 0.14' N INLET IE 8" W=668.27 41' 29"E 453.55' N89° RIM=685.21 INLET T/PIPE N-S=679.47 RIM=685.19 RIM=686.16 WATER FILLED IE 10" E,NW=682.29 IE 12" S,W=681.14 N25° 58' 54"E IE 12" NW=682.19 BUILDING HEIGHT 62.13' 32.7'

S80° 43' 44"W 8.97'

S04° 01' 06"E 67.10'

67.10' N04° 01' 06"W

BUILDING HEIGHT 32.1'

#6773 WVV RIM=689.85 T/P N-S=682.40

OVERALL UTILITY PLAN

#2882 INLET PARK RIM=683.31 PROGRAMMING IE 10" N=679.57 BY OTHERS LOT 5 #2840 INLET RIM=683.38 IE 10" S=679.70

#6743 INLET RIM=685.40 IE 12" S,W=681.05

BUILDING HEIGHT 28.3'

#7070 INLET #6943 RIM=685.07 STM IE 24" NE,SW=676.32 RIM=685.89 IE 10" E=679.42 IE 6" E=680.34 IE 12" S=680.24 IE 10" W=680.31

#3159 STM RIM=684.52 UNABLE TO OPEN 5.14' #2743 #2746 INLET 44"E WVV 80° 43' N #20241 RIM=683.43 "E 54 N85° 58' RIM=683.77 86.11' INLET IE 10" S=679.72 0' .1 T/PIPE N-S=677.72 63 RIM=683.76 WATER FILLED IE 10" S=680.21 EXISTING PROPOSED RESTAURANT #2042 MIXED USE LOT 4 TO REMAIN INLET RIM=683.38 BUILDING HEIGHT 63.10' IE 10" N=678.08 17.3' S85° 58' 54"W IE 10" SE=679.63 #20249 #7555 IE 10" S=678.13 INLET #11066SAN IE#2049 12" W=678.08 RIM=684.06 STM RIM=684.99 INLET IE 10" N=679.31 RIM=686.11 LOTIE 3 6" N=679.04 RIM=683.42 IE 12" E,W=675.06 IE 6" N,E=681.21 IE 8" S=679.04 IE 10" N=679.59 IE 10" W=681.16 IE 10" S=679.61

#10244 INLET RIM=678.92 IE 18" S,W=673.42

REVISIONS

#7103 SAN RIM=677.24 IE 8" NE,SW=667.24

PROPOSED RETAIL 4,210 SF

#2926 INLET RIM=683.45 IE 10" N,S=678.40 IE 12" W=678.40

EXISTING RETAIL #6739 TO REMAIN INLET (ENTERTAINMENT) RIM=685.40 IE 12" N,E=681.50

ORIGINAL ISSUE DATE: APRIL 21, 2022

N2 4° 41 82. ' 02"E 00'

#2976 INLET RIM=683.52 IE 24" E,W=674.52

427.88'

#20807 INLET RIM=683.99 IE 12" E,W=675.49

#3993 INLET RIM=685.57 IE 12" NE,NW=679.19

#2789 INLET RIM=683.35 IE 10" N=678.15 IE 12" W=678.15

#20799 WVV RIM=684.63 T/PIPE 10" N,S,W=679.23

N01° 03' 14"W

#21048 INLET RIM=685.54 IE 24" N=679.64 IE 12" S=681.49

#4198 INLET RIM=685.52 UNABLE TO OPEN

LOT 6

151.30'

333.60'

#20478 FES IE=679.79 #20525 #20598#20526 STM RIM=685.94 INLET INLET FOUND DISK FOUND IRON PIPE IE 12"#20617 N,SW=678.74 0.10' E. & 0.14 N. 0.54' N. & 0.04' E. RIM=685.64 RIM=685.62 IEIE 12" W=682.04 12" N=681.52 INLET 35' 41"E 138.55' N89° IE 24" NE=679.27 RIM=686.37 IE 24" S=679.30 IE 12" NE=677.74 IE 12" SE=675.85 #20268 IE 12" W=675.97 #20699 INLET #20111 SAN RIM=684.43SAN IERIM=684.97 48"#20781 NE,W=672.68 RIM=684.44 WVV IE 8"UNABLE E=673.37 #20925 TO OPEN IE 8"RIM=684.92 S=673.57 STM T/PIPE 10" N-S=679.62 RIM=686.49 IE 48" NE,S=672.27

#8782 STM RIM=687.90 IE 24" E=682.95 IE 24" SW=678.72

PROPOSED RETAIL 6,167 SF .00' 70

S04° 43' 20"E

4"W N06° 35' 4

#20567 24" FES IE=679.58

3 TE 8

N06° 34' 55"W 70.43'

70.00'

426.01'

N06° 34' 55"W 43.45' N89° 44' 01"E 34.21'

SAN RIM=686.80 UNABLE TO OPEN

785.34'

W. FACE OF SIGN 0.4' E.

' 29"E

N. FACE OF SIGN 1.2' S.

#22310 SAN S56° 37' 28"E 11.52' RIM=686.11 #22245 IEINLET 8" N,S=669.11 A=22.80' R=150.00' IE 6" E=669.11 CB=N29°02'17"E RIM=684.20 IE 9" E=676.76 IE 10"IRON E=680.63 FOUND PIPE #22227AT CORNER INLET #21827 S06° 34' 55"E RIM=685.80 INLET A=74.99' R=375.00' 45.00' IE 18" E=673.75 RIM=684.25 N04° 01' 06"W CB=N30°24'49"E IE 18" NW=674.07 N89° 44' 01"E IE 12" S=680.15 74.98' (74.97') 40.17' N24° 41' 02"E IE 12" NW=680.20PROPOSED N53° 51' 25"W 12.00' PARKING #21840 42.14' #21815 S00° 15' 59"E INLET DECK 8.00' INLET N38° 26' 06"E 30.95' RIM=684.41 N89° 44' 01"E RIM=684.46 A=28.99' R=125.49' IE 12" N,SW=679.44 14.60' IE 30" N=674.40 #22080 CB=N47°20'41"E S84° 33' 21"E IE 36" S=674.40 INLET #21881 29.55' RIM=686.95 SAN S39° 36' 19"E 11.10' N00° 15' 59"W IE 12" #22072 N=680.27 RIM=685.19 10.94' N52° 51' S,W=680.27 30"E 13.76' INLET IE 10" 8" N,SE,S=669.56 A=119.00' IER=425.00' RIM=686.46 #21978 243.32' N89° 44' IE 01"E 10" N=682.05 WVV RIM=680.10 FOUND IRON PIPE A=22.04' R=77.00' 0.09' W. T/PIPE 10" E-W, 8" S=680.10 CB=N82°04'08"W A=30.58' R=210.00' LOT 8 N00° 15' 59"W 65.00' 42.71' 63.25' FOUND IRON PIPE S89° 44' 01"W S89° 44' 01"W 50.00' 67.42' 147.99' 0.09' S. & 0.51' E. #21559 S89° 44' 01"W S89° 44' 01"W 215.41' S89° 44' 01"W 201.50' SAN15' 59"W N00° S00° 15' 59"E N00° 15' 59"W #20093 RIM=684.83 #20406 12.00' 19.00' 19.00' SAN IE 8" N,S=669.68 INLET FOUND IRON PIPE #21715 RIM=684.36 0.53' W. & 0.12' N RIM=686.37 S00° 15' 59"E INLET UNABLE TO OPEN T/WATER=682.37 FOUND IRON PIPE 15.13' RIM=686.34 0.60' W. & 0.30' N. BOTTOM=678.37 FOUND IRON PIPE T/WATER=682.24 #21764 NO VISIBLE OUTLET 0.08 S. & 0.63' E. BOTTOM=679.52 INLET NO VISIBLE OUTLET RIM=686.29 #21763 T/WATER=682.19 SAN BOTTOM=679.29 RIM=686.53 #21784 IE 6" N,E,W,NW=679.28 SAN NO VISIBLE OUTLET RIM=687.36 IE 8" N,S=670.76 LOT 7 IE 8" SW=670.86

121.50'

N83° 25' 05"E 14.00'

12.72'

9.00' 16.03'

#7256 WVV RIM=684.88 #7255 WVV 10" N-S=679.68 T/PIPE RIM=684.83 T/PIPE 10" N-S=679.50

A=29.86' R=97.00' CB=N42°11'34"E

#4806 #5064 #4805 ' 58 7. 48 "E 54 INLET ' 58 WVV WVV ROAD #4932 N85° OLD CHECKER RIM=686.37 RIM=686.78 RIM=686.78 INLET IE 12" S=682.37 T/PIPE 12" N-S=682.28 T/PIPE 12" E-W=682.09 RIM=683.95 UNABLE TO OPEN #4783

TE 83

#22403 STM N04° 01' 06"W 25.03' RIM=686.16 A=24.01' R=25.00'IE 30" NE,SW=675.10 CB=N23°29'45"E IE 12" SE=675.43

20360

17.00'

#8584 INLET RIM=687.94 IE 12" E=685.72

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID E TO HER RIABLE VA

S85° 58' 54"W

#5187 SAN RIM=687.30 IE 8" N,SW=680.40

IS ROU ILLINO

EXISTING RETAIL TO REMAIN #22587 GREASE TRAP RIM=686.23 #22550 #22552 INLET INLET RIM=686.07 RIM=684.78 IE 12" N=679.23 IE 12" E,SW=676.38 IE 12" W=676.79

RIM=684.50 IE 10" N=677.75 IE 12" E=677.87 IE 10" S=678.00 IE#5016 8" NW=678.13 INLET RIM=684.54 IE 10" N=680.61

S09° 16

16.97'

LOT 10 COMMERCIAL WITH DRIVE-THRU

BUILDING HEIGHT #5340 20.9' INLET

#9862 ' A=34.38' R=40.00' 61 INLET . 4 2 CB=S74°45'31"W RIM=683.80 2 #8892 IE 12" S=680.50"E STM 6 0' 6"W '1 #10005 0 RIM=685.29 8 . 0 #9114 0 '1 4 ° LOT 11 INLET 8 IE 15" N=681.45 0 INLET 50 ° #9990 N RIM=683.60 0 FOUND PK NAIL RIM=684.94 S5 INLET IE 12" SE=679.97 0.35' NW. ' IE 10" NW=680.63 4 RIM=684.74 #9174 IE 6" W=680.62 N88° 58' 54"E 3.2 4 1 IE 12" NE,SE=679.79 #8878 STM 7.84' IE 12" W=679.64 RIM=685.069"W WVV '1 IE 12" NW=679.74 IE 12" NE,SE,SW=678.91 9 RIM=687.52 1 9° T/PIPE 10" N-S=679.72 5 #9327 S WVV #9139 RIM=684.58 #9001 INLET #9358 T/PIPE N47° N-S=678.91 13' 38"W INLET RIM=685.49 INLET WATER FILLED #9372 35.42' RIM=685.44 IE 12" S,NW=680.21 #8993 MHRIM=684.02 PER ATLAS SAN IE 12" N=680.34 IE 12"INSW=679.76 SAN NOT FOUND FIELD RIM=683.92 #9407 IE 12" S=680.44 RIM=686.48 IE NE=667.72 INLET RIM=682.47 #6950 IE SE=679.73 IE SE,SW=667.52 IE 12" N=678.42 INLET IE W=678.28 IE SE=673.22 #9406 IE 12" E,S=678.05 #6707 IE SW=675.01 RIM=683.98 INLET IE 24" E,S=677.53 INLET RIM=682.40 #8845 RIM=684.46 IE 24" N,W=677.70 WVV IE S=682.45 IE 10" S=677.95 RIM=688.97 T/PIPE 10" N-S=682.82

PROJECT NO.:

E E

312.36'

N49° 01' 06"W

A=68.52' R=1093.04' CB=S27°40'04"E

E E

N04° 01' 06"W

#22755 WVV #22795 RIM=685.60 INLET T/PIPE 10" N-S-W=679.80 RIM=687.90 IE 18" S,NW=674.43 #22673 INLET RIM=687.28 IE 10" W=684.15

DRIVE THRU

RIM=684.24 IE 30" NE=675.20 IE 48" S=674.60 #5399 IE 12" NW=679.94 INLET RIM=684.56 IE 10" S=680.76

MATCHLINE SEE THIS INLET SHEET FOR CONTINUATION

DRAWING NO. GRAPHIC SCALE

C5.0

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C5.0 OvUtl20360 S03.dwg 5/10/2022

NOTES:

2. UNLESS INDICATED OTHERWISE, FRAME AND OPEN LID STORM STRUCTURES IN PAVEMENT SHALL BE NEENAH R-2502 WITH TYPE D LID OR APPROVED EQUAL, AND FRAME AND CLOSED LID STORM STRUCTURES IN PAVEMENT SHALL BE NEENAH R-1772 OR APPROVED EQUAL. FRAME AND OPEN LID STORM STRUCTURES IN OPEN SPACE SHALL BE R-4340-B OR APPROVED EQUAL. ALL FRAME AND GRATES SHALL CONFORM TO LOCAL MUNICIPALITY REQUIREMENTS. FRAME AND CLOSED LID STORM STRUCTURES LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE “NEENAH R-1772 WITH TYPE C LID (OR EQUIVALENT) WITH PERMA-GRIP SURFACE. DRILL 1 - 1” DIAMETER LIFT HOLE INSTEAD OF A STANDARD PICK HOLE.”

A=68.52' R=1093.04' CB=S27°40'04"E

PROJECT NO.:

#8845 WVV RIM=688.97 T/PIPE 10" N-S=682.82

#6743 INLET RIM=685.40 IE 12" S,W=681.05

#6739 INLET RIM=685.40 IE 12" N,E=681.50

UTILITY PLAN - AREA 1

EXISTING RETAIL TO REMAIN (ENTERTAINMENT) #7103 SAN RIM=677.24 IE 8" NE,SW=667.24

BUILDING HEIGHT 28.3'

#7070 INLET RIM=685.07 IE 24" NE,SW=676.32 IE 10" E=679.42

#6897 SAN RIM=686.17 IE 8" N,S=667.82 IE 8" W=668.27 FOUND PK NAIL 0.37' W'LY. & 0.14' N

#5948 INLET RIM=685.60 IE 12" W=682.89

#6415 INLET RIM=685.36 IE 10" SE=682.63

#6791 WVV RIM=686.09 T/PIPE N-S=679.47 #6800 WATER FILLED INLET RIM=686.16 IE 12" NW=682.19

N25° 58' 54"E 62.13'

#6773 WVV RIM=689.85 T/P N-S=682.40

#6095 INLET RIM=684.91 IE 12" N,S=679.56

#5773 INLET RIM=685.79 IE 12" E,S=681.54

FOUND PK NAIL 0.40' NW. & 0.02' N.

#6320 INLET RIM=685.21 IE 10" E,NW=682.29

#6381 INLET RIM=685.19 IE 12" S,W=681.14 N89° 41' 29"E

453.55'

BUILDING HEIGHT 32.7'

#6843 STM RIM=686.09 IE 8" NE,W=682.54

EXISTING RETAIL TO REMAIN

#7186 WVV RIM=687.04 T/PIPE 2" E-W=681.54 #22877 STM RIM=688.63 IE 30" NE,SE=675.43 IE 12" NE=678.93 #22859 INLET RIM=686.45 IE 8" S,W=674.95

#5793 INLET RIM=684.09 IE 12" N=676.71 IE 30" E,SW=675.69

#6196 INLET RIM=684.90 IE 12" N,S=680.40

#6860

2 STORY STMBRICK BUILDING

#5749 STM RIM=685.86 IE 12" N,S=680.42

#22755

#8524 STM RIM=688.36 IE 24" E=682.86 IE 10" S=681.48 #8543 IE 30" W=676.73 INLET RIM=686.08 IE 10" N=682.08

LOT 9 #5786 INLET RIM=684.24 IE 30" NE=675.20 IE 48" S=674.60 IE 12" NW=679.94

RIM=686.06 IE 12" S=681.88 IE 6" NW=682.61

#6128 INLET RIM=685.83 IE 12" N=677.23 IE 30" E,W=676.33 IE 12" S=677.43 IE 10" SW=681.48 #6025 INLET RIM=685.65 IE 10" NE=683.13

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

#22896 INLET RIM=684.76 IE10" NE=680.86 #22895 SAN RIM=686.74 IE 8" NE,S=668.19

BUILDING HEIGHT 32.1'

#6943 STM RIM=685.89 IE 6" E=680.34 IE 12" S=680.24 IE 10" W=680.31

#6707 INLET RIM=684.46 IE S=682.45

ILLINOIS

#9001 INLET RIM=685.44 IE 12" N=680.34 IE 12" S=680.44 #8993 SAN RIM=686.48 IE SE=679.73 IE W=678.28

THE CLOVE

#9139 INLET RIM=685.49 IE 12" S,NW=680.21

BUFFALO GROVE

ORIGINAL ISSUE DATE: APRIL 21, 2022

TE 8

#9327 WVV RIM=684.58 T/PIPE N-S=678.91 WATER FILLED

DRAWN BY:

#8878 WVV RIM=687.52 T/PIPE 10" N-S=679.72

MV/TK

OU S R AD) ED NOI Y RO ICAT ILLI HENR DED O.W. (Mc FORE TH R. WID ETO HER RIABLE VA

#9174 STM 4' RIM=685.06 3.2 4 IE 12" NE,SE,SW=678.91 1 "W 19 ' 19 9° 5 S

#9114 INLET RIM=684.94 IE 10" NW=680.63

LOT 11

FOUND PK NAIL 0.35' NW.

N88° 58' 54"E 7.84'

W 0' .0 16" 0 4 8' 0 0° 5 S #9990 INLET RIM=684.74 IE 12" NE,SE=679.79 IE 12" W=679.64 IE 12" NW=679.74

#10005 INLET RIM=683.60 IE 12" SE=679.97 IE 6" W=680.62

NO. DATE

" 16 ' 8

REVISIONS

#8892 STM RIM=685.29 IE 15" N=681.45

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

PROJECT MANAGER: NO.

A=34.38' R=40.00' CB=S74°45'31"W

6 4. 22 0 0° 5 N

3. LIGHT POLES SHOWN FOR COORDINATION OR LOCATION PURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE. SEE PLANS BY SITE LIGHTING CONSULTANT FOR SITE LIGHTING INFORMATION.

20360

#9862 INLET RIM=683.80 IE 12" S=680.50

DESCRIPTION

1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT, AND SIZE OF ALL EXISTING UTILITIES PRIOR TO ORDERING MATERIALS OR BEGINNING UTILITY WORK. CONTRACTOR TO NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY.

MATCHLINE SEE SEE C5.2 FOR CONTINUATION

DRAWING NO. GRAPHIC SCALE

C5.1

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C5.1 Utl20360 S03.dwg 5/10/2022

IE 12" NW=679.94

#22755 WVV RIM=685.60 T/PIPE 10" N-S-W=679.80

NOTES:

N00° 15' 59"W 19.00' #21715 INLET RIM=686.34 T/WATER=682.24 BOTTOM=679.52 NO VISIBLE OUTLET

S89° 44' 01"W

#21559 SAN RIM=684.83 IE 8" N,S=669.68 N00° 15' 59"W #20406 12.00' INLET RIM=686.37 T/WATER=682.37 BOTTOM=678.37 NO VISIBLE S00° 15' 59"E OUTLET

#20093 SAN RIM=684.36 UNABLE TO OPEN

12" ST

2" ST

#2882 1 INLET RIM=683.31 IE 10" N=679.57

15.13'

FOUND IRON PIPE 0.08 S. & 0.63' E.

#21763 SAN RIM=686.53 IE 6" N,E,W,NW=679.28

#21764 INLET RIM=686.29 T/WATER=682.19 BOTTOM=679.29 NO VISIBLE OUTLET

#21784 SAN RIM=687.36 IE 8" N,S=670.76 IE 8" SW=670.86

10" WM

215.41'

#2926 INLET RIM=683.45 IE 10" N,S=678.40 IE 12" W=678.40

S80° 43' 44"W 8.97'

PARK PROGRAMMING BY OTHERS LOT 5

DESCRIPTION

NO. DATE

#2840 INLET 12" ST RIM=683.38 IE 10" S=679.70

S04° 43' 20"E

4 N06° 35' 4

LOT 7

151.30'

333.60'

#2789 INLET RIM=683.35 IE 10" N=678.15 IE 12" W=678.15

ILLINOIS

DRAWN BY:

MV/TK

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

S09° 16' 16"E 48.27'

BUFFALO GROVE

67.42'

S89° 44' 01"W

10" WM

48" SA N 50.00'

THE CLOVE

63.25' S89° 44' 01"W

PROPOSED RETAIL 4,210 SF

8" SAN

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

48" ST

10" WM

65.00' S89° 44' 01"W

UTILITY PLAN - AREA 2

#2976 INLET RIM=683.52 IE 24" E,W=674.52

8" SAN

N00° 15' 59"W 42.71'

426.01'

#3993 INLET RIM=685.57 IE 12" NE,NW=679.19

A=22.04' R=77.00' CB=N82°04'08"W

R=210.00'

147.99'

S 24"

R=425.00'

FOUND IRON PIPE 0.09' W.

A=30.58'

#4198 INLET RIM=685.52 UNABLE TO OPEN

T S " 12

#21881 SAN RIM=685.19 IE 8" N,SE,S=669.56

A=119.00'

LOT 6

PROJECT NO.:

48" ST

#21840 INLET RIM=684.41 IE 12" N,SW=679.44

6" SAN

70.00'

PROPOSED PARKING DECK

N24° 41' 02"E 42.14' #21815 INLET RIM=684.46 IE 30" N=674.40 IE 36" S=674.40

15" ST

N04° 01' 06"W 74.98' (74.97')

30.95'

PROPOSED RETAIL 6,167 SF

41 82. ' 02"E 00'

N2 4°

A=74.99' R=375.00' CB=N30°24'49"E

#21827 INLET RIM=684.25 IE 12" S=680.15 IE 12" NW=680.20

#8782 STM RIM=687.90 IE 24" E=682.95 IE 24" SW=678.72

PROJECT MANAGER: NO.

ST #4783 SAN RIM=686.80 UNABLE TO OPEN

48" ST

785.34'

121.50'

#22227 INLET RIM=685.80 IE 18" E=673.75 IE 18" NW=674.07

12.00'

ROAD

70.00' FOUND IRON PIPE AT CORNER

N38° 26' 06"E

12.72'

11.52'

A=22.80' R=150.00' CB=N29°02'17"E

N53° 51' 25"W

#7256 WVV RIM=684.88 T/PIPE 10" N-S=679.68 #7255 WVV RIM=684.83 T/PIPE 10" N-S=679.50

#22310 SAN RIM=686.11 IE 8" N,S=669.11 IE 6" E=669.11 #22245 IE 9" E=676.76 INLET RIM=684.20 IE 10" E=680.63

#5064 #4806 INLET WVV RIM=686.37 RIM=686.78 IE 12" S=682.37 T/PIPE 12" N-S=682.28

OLD CHECKER

#4932 INLET RIM=683.95 UNABLE TO OPEN

16.03'

A=29.86' R=97.00' CB=N42°11'34"E

#4805 WVV RIM=686.78 T/PIPE 12" E-W=682.09

REVISIONS

9.00'

A=24.01' R=25.00' CB=N23°29'45"E

S56° 37' 28"E

N85° 58' 54"E

487.58'

ORIGINAL ISSUE DATE: APRIL 21, 2022

25.03'

#22552 INLET RIM=686.07 IE 12" N=679.23 IE 12" W=676.79

12"

#22403 STM RIM=686.16 IE 30" NE,SW=675.10 IE 12" SE=675.43

#8584 INLET RIM=687.94 IE 12" E=685.72

' 29"E S09° 16

#22550 INLET RIM=684.78 IE 12" E,SW=676.38

#5187 SAN RIM=687.30 IE 8" N,SW=680.40

#5016 INLET RIM=684.54 IE 10" N=680.61

#22587 GREASE TRAP RIM=686.23

3. LIGHT POLES SHOWN FOR COORDINATION OR LOCATION PURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE. SEE PLANS BY SITE LIGHTING CONSULTANT FOR SITE LIGHTING INFORMATION.

TE 83 S ROU

17.00'

10" WM

EXISTING RETAIL TO REMAIN

16.97'

N04° 01' 06"W

LOT 10 COMMERCIAL WITH DRIVE-THRU

I ILLINO

#5340 INLET RIM=684.50 IE 10" N=677.75 IE 12" E=677.87 IE 10" S=678.00 IE 8" NW=678.13

BUILDING HEIGHT 20.9'

S85° 58' 54"W

312.36'

#22673 INLET RIM=687.28 IE 10" W=684.15

N49° 01' 06"W

20360

#5399 INLET RIM=684.56 IE 10" S=680.76

DRIVE THRU

N04° 01' 06"W

#22795 INLET RIM=687.90 IE 18" S,NW=674.43

#3159 STM RIM=684.52 UNABLE TO OPEN

#20567 24" FES IE=679.58

MATCHLINE SEE SEE C5.3 FOR CONTINUATION

' 44"E N80° 43 86.11'

N85° 58' 54"E 63.10'

EXISTING

DRAWING NO. GRAPHIC SCALE

S04° 01' 06"

#20525 STM RIM=685.94 #20526 IE 12" N,SW=678.74 INLET

#20241 INLET RIM=683.76 IE 10" S=680.21

5.14'

#2743 INLET #2746 RIM=683.43 WVV IE 10" S=679.72 RIM=683.77 T/PIPE N-S=677.72 WATER FILLED

N04° 01' 0

#20598 INLET

#20478 FES IE=679.79

C5.2

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C5.1 Utl20360 S03.dwg 5/10/2022

MATCHLINE SEE SEE C5.2 FOR CONTINUATION

STM RIM=685.94 #20526 #20598 IE 12" N,SW=678.74 INLET INLET RIM=685.64 RIM=685.62 FOUND DISK 0.10' E. & 0.14 N. IE 12" N=681.52IE 12" W=682.04 IE 24" NE=679.27 #20617 IE 24" S=679.30INLET RIM=686.37 IE 12" NE=677.74 N89° 35' 41"E 138.55' IE 12" SE=675.85 IE 12" W=675.97

#2049 INLET RIM=683.42 IE 10" N=679.59

12" ST

#7555 SAN #11066 RIM=684.99 STM IE 6" N=679.04 RIM=686.11 IE 8" S=679.04 IE 6" N,E=681.21 IE 10" W=681.16

3. LIGHT POLES SHOWN FOR COORDINATION OR LOCATION PURPOSES ONLY AND DO NOT REPRESENT ACTUAL SIZE. SEE PLANS BY SITE LIGHTING CONSULTANT FOR SITE LIGHTING INFORMATION.

#11015 INLET RIM=684.04 INLET IE 12" NE=680.94 RIM=684.07 IE 12" E,W=680.67 IE 12" W=680.90 #8307 FOUND CROSS AT CORNER

FOUND IRON PIPE 0.22 N'LY & 0.07' E'LY

0"W 9' 2 3 ° 69

0.76' E'LY & 0.07' N'LY

A=19.17' R=1498.91' CB=S09°38'28"E

.83' 159

#10756 SAN RIM=682.05 IE 6" SE,W=676.25

87.69

' 41'

7' 159.8

#10672 INLET RIM=678.87 IE 12" W=675.77

29.

" 13' 04 S13°

215.7

10431 INLET RIM=680.39 IE 12" E=676.02

#10435 INLET RIM=680.40 IE 12" E,W=675.90

10701 STM IE 48" N,S=673.91

FOUND IRON ROD 0.54 N'LY & 1.12' E'LY

#10564 STM RIM=679.13 IE 24" NE=671.22 IE 24" S=671.75 IE 12" W=673.71

#23030 18" FES IE=672.58 0' 23"W

183.88

#10291 INLET RIM=678.95 IE 18" N,E,W=672.55

6 31.8 2 = A

GRATE=675.56 IE 24" RCP=671.46

ILLINOIS

DRAWN BY:

R=14

56' 32

LOT 1

N80° 3

MV/TK

9.5 9'

N11°

HWL = 678.50 NWL = 672.00

#10244 INLET RIM=678.92 IE 18" S,W=673.42

A =14

N. FACE OF WALL 0.53' N.

BUFFALO GROVE

#8261 88.02' INLET S85° 58' 40"W RIM=683.80 #8360 IE 12" W=681.89 INLET RIM=683.94 IE 12" N,SE=681.14

THE CLOVE

#8068 WVV RIM=682.99 FOUND IRON PIPE AT CORNER T/PIPE E-W=675.71 WATER FILLED

R =2

LAK

4' 47.2

D A O

ED T ICA .W. D DE R.O E OR IDTH F TO LE W E R HE RIAB VA

7325 Janes Avenue Woodridge,IL 60517 630.724.9200 phone www.v3co.com

MOBILE GENERATOR

#21344 SAN RIM=681.94 BUILDINGIE CORER 8" E=678.82 S. IE4.73' 8" W=678.85

#21411 INLET RIM=684.14 IE 10" N=677.07 FOUND DISK

#8293 INLET RIM=684.05 IE 12" E,W=680.40

UTILITY PLAN -AREA 3

10" WM

8" SAN E

#10076 SAN RIM=682.47 IE 8" N,W=678.45

N21° 49' 45"W 72.15'

202.59'

AD) RY RO ICATED D (McHEN E D OFORE .O.W. HERET LE WIDTH R VARIAB

S86° 26' 20"W

#1076 INLET RIM=682.72 IE 12 E,W=678.42

#1063 INLET RIM=682.77 IE 12" E=678.87

#20392 48" FES IE=671.43

GREASE TRAP RIM=685.21

#2279 GREASE TRAP RIM=685.26

#1050 SAN RIM=683.91 #1093 #8285 SAN IE 8" N,W=675.21 INLET RIM=684.40 IE 8" E=675.31 RIM=683.59 IE 8" E,W=677.62 IE 48" SE,NW=671.31

#21398 SAN RIM=684.52 IE 10" E,W=675.40 IE 8" S=675.40

' 29"E S09° 16 138.23'

#21308 SAN RIM=684.65 UNABLE TO OPEN

132.11' ' 17"W N07° 59

8" WM

EXISTING #2281 RESTAURANT GREASE TRAP RIM=685.23 TO REMAIN #2280

#2308 INLET RIM=683.85 #2282 IE 12" N=680.92 SAN RIM=685.23 IE 6" E,S=679.58

#1136 INLET RIM=682.46 IE 12" N=679.75

TE 83

#2367 INLET RIM=684.20 IE 10" E,W=679.80 IE 12" S=679.80 BUILDING HEIGHT 15.9'

#21220 INLET RIM=684.01 IE 10"N00° E=677.01 34' 45"E IE 12" W=675.46 23.72'

IS ROU

FOUND IRON PIPE 0.41' W.

' 43"E N82° 00 84.71'

295.83'

6" SAN

' 29"E

#1582 STM RIM=683.92 IE 48" N,SE=671.88

#2369 STM RIM=685.39 IE 10" NE=680.34 IE 10" SW=680.07

FOUND CROSS AT CORNER

#2120 INLET RIM=683.04 IE 10" E=678.14 IE 10" S=678.34 #2132 #2131 IE 12" W=678.24WVV WVV RIM=683.82 RIM=683.93 T/PIPE 10" N-S=676.62 T/PIPE 10" E-W=676.78

#8132 INLET RIM=683.28 IE 10" SW=680.65

S09° 16

#21123 INLET RIM=686.24 IE 12" N,S=681.94

FOUND IRON PIPE AT CORNER

#2102 INLET RIM=682.96 IE 10" N=677.98 IE 12" W=677.92

PROPOSED GROCER 43,365 SF

#21243 INLET RIM=685.62 IE 12" N=682.62

ORIGINAL ISSUE DATE: APRIL 21, 2022

ILLINO

LOT 2

PROJECT NO.:

427.88'

#2085 INLET RIM=683.19 IE 10" S=679.45

#2487 SAN RIM=684.33 IE 8" N,W=678.02

8" SAN

20360

12" ST

N01° 03' 14"W

#20824 INLET RIM=684.84 IE 10" N=679.49 IE 12" W=676.66

DESCRIPTION DATE 1 04-29-22 REVISED TO INCLUDE PHASE 2 2 05-09-22 REVISED LOT 10

N80° 43' 44"E 11.00'

#2070 INLET RIM=683.17 IE 10" N=679.62

#20807 INLET RIM=683.99 IE 12" E,W=675.49

#7729 INLET RIM=684.58 IE 12" N=679.07 IE 12" E=677.34

125.00'

INLET RIM=684.86 IE 10" N=680.82

PROJECT MANAGER: NO.

' 16"E

10" WM

S09° 16

PROPOSED RESTAURANT

#7665 INLET RIM=684.89 IE 10" S=679.94

#7642 INLET RIM=684.90 #2680 IE 12" SW=681.30 INLET RIM=684.89 IE 10" NE=680.69 IE 10" SE=680.54 IE 10" NW=680.52 #7752

6" SAN

#21048 INLET RIM=685.54 IE 24" N=679.64 IE 12" S=681.49

REVISIONS

#2608 STM RIM=685.16 IE 10" NE,SE=680.42 IE 12" W=680.23

#2057 INLET RIM=683.36 IE 12" E=678.18 IE 10" S=678.26 IE 15" W=678.19

NO. DATE

LOT 3

S80° 43' 44"W 5.00'

#20799 WVV RIM=684.63 T/PIPE 10" N,S,W=679.23

DESCRIPTION

63.10' S85° 58' 54"W

155.91'

#20699 SAN RIM=684.97 IE 8" E=673.37 #20781 IE 8" S=673.57 WVV RIM=684.92 T/PIPE 10" N-S=679.62

' 16"E S09° 16

LOT 4

#20249 INLET RIM=684.06 IE 10" N=679.31 IE 12" E,W=675.06 IE 10" S=679.61

#20268 INLET RIM=684.43 IE 48" NE,W=672.68 #20111 SAN RIM=684.44 UNABLE TO OPEN

#20925 STM RIM=686.49 IE 48" NE,S=672.27

#2042 INLET RIM=683.38 IE 10" N=678.08 IE 10" SE=679.63 BUILDING HEIGHT IE 10" S=678.1317.3' IE 12" W=678.08

S04° 01' 06"E 67.10'

PROPOSED MIXED USE

EXISTING RESTAURANT TO REMAIN

67.10' N04° 01' 06"W

FOUND IRON PIPE 0.54' N. & 0.04' E.

NOTES:

R K O

O C E

#10733 WVV RIM=678.09 T/PIPE N-S=667.46 A=83.81' R=2356.83' WATER FILLED CB=S66°41'02"W

DRAWING NO. N01° 19' 44"E 23.30'

#10559 STM #10544 #10535 RIM=678.86 INLET IE 24" N,NE=670.96 RIM=678.04 INLET IE 36" S=670.76 RIM=677.60 IE 12" E=673.94 IE #10491 IE 12" S=673.99 12" N=674.31 INLET

GRAPHIC SCALE

C5.3

N:\2020\20360\Drawings\ACAD\LD\S03.3\Sheet Drawings\C5.1 Utl20360 S03.dwg 5/10/2022

DEVELOPMENT PLANS-RETAIL Landscape Plan

PUD SUBMITTAL

DEVELOPMENT PLANS-RETAIL THE CLOVE BUFFALO GROVE, IL

Conceptual design. Park programming and construction is by the Village of Buﬀalo Grove.

Rotary Village Green

OL DC HE CK ER RO AD

D 17 13 13 11

B F

AD OLD CHECKER RO

2 49

50 7

NOTES

EXISTING BOWLERO • 54,000 Square Feet

B D

3 8 E T U O R

EXISTING COMMERCIAL BUILDING • ~22,600 SF Ground-Floor Retail • ~11,400 SF Second Story Office/Services

NEW DRIVE-THRU RESTAURANT • Chick-Fil-A (5,400 Square Feet)

PARKING LOT SCREENING • Shrubs, Grasses, and Perennials

DECORATIVE CROSSWALK

OUTDOOR DINING OPPORTUNITY

THE CLOVE

PHASE 2 MASTER PLAN CONCEPT - NORTH BUFFALO GROVE,ILLINOIS

15’

30’

60’

NORTH

KENSINGTON DEVELOPMENT PARTNERS

APRIL 29, 2022

SPECIAL PAVING AND FURNITURE

DRIVE-THRU/PARKING LOT SCREENING

PARKING ISLAND PLANTING

RETAIL/PARKING CONNECTIVITY

THE CLOVE

PHASE 2 MASTER PLAN - CHARACTER IMAGES BUFFALO GROVE,ILLINOIS

KENSINGTON DEVELOPMENT PARTNERS

APRIL 29, 2022

38’

75’

150’

NORTH

APRIL 29, 2022

DECIDUOUS TREES

Ginkgo biloba ‘Princeton Sentry’ Princeton Sentry Maidenhair Tree

Gymnocladus dioica Kentucky Coffee Tree

Fagus sylvatica European Beech

Quercus macrocarpa Bur Oak

Tilia euchlor ‘Redmond’ Redmond Linden

DECIDUOUS SHRUBS

Aronia melanocarpa Glossy Black Chokeberry

Myrica pensylvanica Bayberry

Rhus aromatica ‘Gro Low’ Gro Low Sumac

Spirea betulifolia ‘Tor’ Birchleaf Spirea

Syringa patula ‘Ms. Kim’ Ms. Kim Lilac

Juniperus horizontalis ‘Plumosa Compacta’ Youngstown Andorra Juniper

Taxus media ‘EverLow’ Everlow Yew

Taxus media ‘Hicksii’ Hicks Yew

Thuja occidentalis ‘Nigra’ American Arborvitae

Viburnum prunifolium Blackhaw Viburnum

EVERGREEN SHRUBS

Juniperus chinensis ‘Sea Green’ Sea Green Juniper

GROUNDCOVERS

PERENNIALS & ORNAMENTAL GRASSES

Allium ‘Summer Beauty’ Summer Beauty Allium

Deschampsia cespitosa Tufted Hair Grass

Echinacea purpurea Purple Coneflower

Hemerocallis ‘Little Wine Cup’ Little Wine Cup Daylily

Liatris spicata ‘Floristan White’ Blazing Star

Nepeta x mussini ‘Blue Wonder’ Blue Wonder Catmint

Panicum virgatum ‘Shenandoah’ Shenandoah Switch Grass

Sporobolus heterolepsis Prairie Dropseed

Liriope spicata Lilyturf

Waldsteinia ternata Barren Strawberry

THE CLOVE

PHASE 2 MASTER PLAN - PLANT IMAGES BUFFALO GROVE,ILLINOIS

KENSINGTON DEVELOPMENT PARTNERS

APRIL 29, 2022

38’

75’

150’

NORTH

APRIL 29, 2022

DEVELOPMENT PLANS RETAIL Architectural Renderings

PUD SUBMITTAL

DEVELOPMENT PLANS RETAIL THE CLOVE BUFFALO GROVE, IL

0. 0

2. 6

2. 9

3. 4

3 .7

3. 4

3. 1

2 .6

2. 7

3. 1

3.6

3 .9

3. 9

3 .7

3. 0

2. 5

2 .2

2. 5

2. 9

3 .4

3 .6

3. 4

2.8

2 .3

2. 3

2. 5

2 .2

1 .7

1. 4

1 .3

1. 3

1. 6

1 .8

1 .7

1. 5

1 .2

1. 1

1. 3

1.0

0 .8

0. 9

1 .0

1. 3

1. 4

1 .3

1. 3

2. 5

1. 0

2 .9

0 .8

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 .1

0. 1

0 .1

0. 1

0.1

3. 1

4. 8

4 .3

2. 5

3 .4

4. 0

4. 3

4 .5

4. 5

4 .6

4 .9

4. 9

4. 4

3 .5

2 .7

2. 3

2 .1

2. 0

2 .0

2. 1

2. 4

2 .9

3 .6

5. 5

7.0

5 .8

3. 7

2 .8

2 .9

4. 0

6.6

8 .3

5 .8

3. 7

3 .5

4. 7

6. 1

5 .2

4. 0

3 .8

4. 6

3 .9

3. 3

3 .4

4 .1

4. 7

4. 4

3 .6

2 .7

2. 4

2 .4

2. 4

2 .4

2. 7

3. 5

4 .8

6. 3

7. 5

7.9

6 .3

4. 4

3 .7

4. 3

5.4

5 .7

4 .5

3. 4

3 .1

3. 3

3. 5

3 .7

4. 9

3 .0

2 .6

3. 1

3. 3

3 .1

2 .7

2. 7

2 .9

3. 1

3. 0

3 .1

3. 5

4. 5

5 .4

6 .0

5. 8

5.5

4 .8

4. 0

3 .6

3. 7

3. 9

4 .0

3 .4

3. 0

2 .8

2. 8

2. 7

3 .3

5. 6

4.0

0 .7

0 .6

0. 6

0.6

0 .7

0 .9

1. 4

0 .7

0. 8

0.9

0 .8

0. 8

0 .1

0. 1

0 .1

0. 1

0 .1

0. 1

0.1

0 .1

0. 1

0 .1

0. 1

5 .1

5. 1

4. 7

4 .3

4 .0

3. 5

3 .0

2. 6

2. 4

2 .3

3 .9

4 .7

6. 0

6 .5

5. 7

4. 9

4 .7

3 .4

3 .8

4. 8

5 .7

6 .3

6. 6

5 .6

4 .1

3. 6

3. 5

7 .5

7 .2

6. 0

5 .3

4 .7

4. 1

5 .8

6 .3

2 .8

3 .8

4. 5

4 .8

6 .8

6. 1

3.9

0 .1

0. 1

2. 6

3.1

3 .7

4 .1

3. 8

4. 7

4.6

4 .4

4. 3

4. 1

3 .8

3 .3

2. 7

2 .4

2. 6

3. 0

3 .3

3. 3

2. 4

2.6

2 .9

3. 4

3. 2

2 .0

5/5/2022 4:47:59 PM DD-2

CHICK-FIL-A PERSPECTIVE VIEW 05252, BUFFALO GROVE TOWN CENTER FSU, BUFFALO GROVE, IL

05/04/2022

EXTERIOR FINISHES SCRIPT SIGN

BR-B

EC-1

BR-A EC-1

BR-A

ALUMINIUM CANOPIES CP-1

BRICK VENEER COLOR: SLATE GREY SIZE: MODULAR

PREFINISHED METAL COPING COLOR: MIDNIGHT BRONZE

SCONSE LIGHTING CP-1

BR-B BRICK VENEER COLOR: RIDGEMAR SIZE: MODULAR

PREFINISHED METAL COLOR: DARK BRONZE

WEST ELEVATION

ST-1

1/8" = 1'-0"

STOREFRONT COLOR: DARK BRONZE BR-B

SCRIPT SIGN

SCONSE LIGHTING

EC-1

BR-A

MEAL PICKUP CANOPY CP-1

SOUTH ELEVATION

5/5/2022 8:49:57 AM DD-3

1/8" = 1'-0"

CHICK-FIL-A ELEVATION 05252, BUFFALO GROVE TOWN CENTER FSU, BUFFALO GROVE, IL

05/04/2022

BR-B

EXTERIOR FINISHES

EC-1 ICON SIGN

BR-A BR-A BRICK VENEER COLOR: SLATE GREY SIZE: MODULAR

EC-1

PREFINISHED METAL COPING COLOR: MIDNIGHT BRONZE

MEAL PICKUP CANOPY CP-1

SCONSE LIGHTING

BR-B BRICK VENEER COLOR: RIDGEMAR SIZE: MODULAR

EAST ELEVATION

CP-1

PREFINISHED METAL COLOR: DARK BRONZE

ST-1

1/8" = 1'-0"

STOREFRONT COLOR: DARK BRONZE BR-B

SCRIPT SIGN

EC-1

BR-A

MEAL PICKUP CANOPY CP-1

NORTH ELEVATION

5/5/2022 8:50:02 AM DD-4

1/8" = 1'-0"

CHICK-FIL-A ELEVATIONS 05252, BUFFALO GROVE TOWN CENTER FSU, BUFFALO GROVE, IL

05/04/2022

Proposed Renovation of Existing North Building

Proposed Renovation of Building B

DEVELOPMENT PLANS RETAIL Photometrics

PUD SUBMITTAL

DEVELOPMENT PLANS RETAIL THE CLOVE BUFFALO GROVE, IL

1.3

1.6

2.0

2.4

2.5

2.4

4.0 16L3.7 3M MH: 30

1.0

1.5

1.7

1.8

2.0

2.5

3.3

4.0

1.8

2.1

2.2

2.3

2.5

3.1

3.8

4.3

2.3

2.4

2.5

2.7

2.9

3.3

3.9

4.3

4.1

2.6

2.8

3.0

3.4

4.0

4.6

4.7

4.3

4. 5

3.9

2.9

3.5

2 .3

3. 2

4. 0

4 .4

4 .5

4. 6

5.0

5 .4

5 .7

3 .4

3 .1

3. 0

3.0

2.3

2.7

2.9

2.5

3.0

3.4

2.7

3.2

3.5

0.1

0.2

0.4

1.0

2.5

2.2

2.4

2.2

3M 16L BLS 3.5 3.3 MH: 30

3.1

2.9

2.8

3.0

3.3

3.6

3.9

3.3

3.2

3.3

3.2

3.3

3.6

3.9

4.0

3.7

3.5

3.8 BLS 3.5 3M 16L MH: 30 3.9

3.6

3.1

3.2

3.0

2.9

2.8

2.6

2.4

LOT 8

2.4

2.3

2.5

2.8

3.0

2.9

2.7

2.5

2.2

2.3

2.5

2.9

3.0

2.7

2.6

2.7

2.8

2.5

1.8

2.4

2.8

3.1

2.5

2.6

2.7

2.9

3.0

2.3

2.1

2.3

2.4

2.6

3M 16L BLS2.3 2.7 2.6 MH: 30

2.1

2.0

1.8

1.6

1.8

2.1

1.9

1.6

1.4

1.1

1.4

1.7

1.3

1.2

1.4

1.5

1.4

1.1

1.0

1.1

1.2

0.8

0.7

0.6

0.5

0.6

0.7

0.9

0.8

0.6

0.5

1.1

3M 16L 1BLS .9 MH: 30 0.8

3M 16L BLS 2.2 2.1 MH: 30 0.9

0.9

4.1

3 .3

5. 0

0.2

4.4

4.2

3.5

2.6

2.1

2.0

2.3

1.9

1.8

2.0

2.2

2.3

2.5

3.1

4.1

5.3

5.9

3M 16L 16L 3M MH: 30 30 MH: 5.8

4.8

3.3

2 .1

1.4

1.1

0.8

0.6

0.4

0.3

0.2

5.9

5.5

4.3

3.2

2.6

2.5

2.8

2.5

2.4

2.6

2.8

3.0

3.2

3.6

4.2

4.5

4.2

3.5

2.4

1 .7

1.2

1.0

0.8

0.6

0.4

0.3

0.2

3.8

3.1

2.8

2.9

3.1

3.0

3.2

3.1

3.2

3.1

3.2

3.4

3.2

2.8

2.1

1 .6

1.3

1.1

0.9

0.7

0.5

0.3

0.2

3.1

2.8

2.9

3.8

3.7

3.6

3.4

3.3

3.5

3.7

3.8

3.4

2.8

2 .1

1.7

1.4

1.1

0.8

0.6

0.4

3.8

3.9

4.0

3.9

3.8

4.1

4.4

4.9

5.0

3 .5

2.5

1.9

1.5

1.2

0.9

0.6

0.4

0.3

4.14. 1

2.7 4.1

4.0

4.2

4.0

4.2

4.5

4.7

4.1

3.2

2.3

1.7

1.4

1.2

0.9

0.7

0.5

0.3

0.2

3.9

5.3

2 .1

4.8 2. 8

3.0

2. 6

3.7

3.5

2 .1

2 .7

2. 4

2 .0

2 .5 2.9

2. 5

2 .3

3.0

2. 5

3.0

3.1

WM 7L MH: 30

3. 4

2 .1

3.5 2. 8

3M 16L 3M 16L MH: 30 MH: 4.8 30

5.1

2.9

3.2

2. 5

2.3

2.7

4 .0

3. 5

2.9

4 .2

3. 6

3.2

3. 2

3.3

4 .0

3. 1

3.8

3 .6

3. 2

3. 0

3. 3

3. 2

3.1

3.42. 8

3 .7 3.8

3.2

3.0

3.2

3.5

3 .0

3.5

3. 5

3.5

3 .6

4.3

4.4

1.6

4. 3

4.0

2 .9

4 .9

2.8

3. 1

3 .7

3.5

3. 0

2.8

3. 7

3 .7

3.9

2. 9

4. 7

3. 3

3 .9

4M 16L 2. 9 303. 2 4.42 .9 MH: 4.2 4.1

3 .8

3.6 3. 8

3.8

4. 1

2.7

4M 16L 4.0 MH: 30

3M 16L 4.4 MH: 30

4.2

4.4

4.3

4.1

4.3

4.1

3.7

3.5

3.7

0.5

0.3

0.2

4.2

3.9

4.2

4.1

4.2

3.9

3.5

3.2

2.9

3.0

2.9

0.5

0.3

0.2

3.7

3.5

3.6

3.8

3.9

3.8

3.4

3.1

3.0

2.8

2.6

2.7

3.1

3.3

0.5

0.3

0.2

WM 7L 2.6 MH: 30

3.2

3.1

3.2

3.4

3.8

3.6

3.2

3.0

2.9

2.8

2.6

2.7

3.4

3.8

0.6

0.4

1.7

2.8

2.9

3.1

3.5

3.4

2.8

2.7

2.6

2.3

2.6

3.4

3.9

3.0

3.1

3.2

3.0

2.7

2.4

2.3

2.2

2.1

2.3

3.0

3.7

3.0

3.1

2.8

2.6

2.4

2.1

2.0

1.9

2.1

2.6

3.1

2.2

4M 3.1 16L MH: 30

2.9

2.5

2.0

1.2

1.7

2.6

2.2

1.8

1.0

1.6

3.5

3.2

2.8

2.4

2.0

1.5

0.8

3.0

3.1

3.2

2.9

2.6

2.5

2.4

2.1

1.9

2.1

2.5

3.0

3.7

3.6

3.2

2.6

2.2

1.7

1.1

0.6

2.9

3.1

2.9

2.6

2.4

2.3

2.2

2.1

2.0

2.1

2.4

3.0

3.6

4.0

3.6

3.5

3.1

2.5

2.0

1.4

0.8

0.4

2.9

3.1

2.7

2.3

2.2

2.3

2.5

2.8

3.5

4.5

5.3

3.2

2.8

3.0

0.2

0.9

0.5

0.2

1.1

0.8

0.3

1.1

0.4

0.2

6,167 SF

3.6

3M5.4 16L MH: 30

0.4

4.7

0.1

0.2

1.8

1.6

0.7

0.3

3.5

2.7

2.4

2.3

2.1

2.2

2.3

2.1

1.1

0.4

3.6

2.9

2.7

1.4

0.5

3.1

2.8

3.0

2.6

2.2

2.3

2.7

3.2

3.3

3.5

4.2

5.2

5.7

5.4

4.6

2.7

2.5

2.6

2.4

2.6

2.3

2.7

2.9

2.5

2.2

2.3

2.7

3.4

4.1

3.8

4.4

5.1

5.3

5.0

4.4

3.7

3.3

3.0

2.8

2.6

2.3

2.0

1.6

1.0

0.5

0.3

0.2

2.8

3.1

2.6

2.3

2.6

3.2

4.2

5.1

4.9

4.4

4.7

5.1

5.3

5.1

4.8

4.3

3.9

3.8

3.4

3.0

2.7

2.5

1.6

0.5

0.2

3.1

2.8

2.4

2.1

1.8

1.3

0.7

0.4

0.2

0.1

3.8

2.7

2.4

2.9

3.7

5.1

6.2

5.9

5.2

5.1

5.6

5.7

5.4

5.0

4.6

4.2

4.0

3.6

3.1

2.6

2.3

1.5

0.6

0.2

3M 16L BLS MH: 30 2.9 2.6

2.2

1.9

1.5

0.9

0.5

0.3

0.2

0.1

5.6

4.9

3.0

2.6

3.1

4.2

5.6

6.7

6.2

5.6

5.2

5.9

6.5

6.0

5.5

5.1

4.7

4.5

4.0

3.3

2.7

2.2

1.5

0.6

0.2

7.0

6.7

5.8

5.1

4.9

4.7

4.2 4M 16L3.6 MH: 30

2.7

2.1

1.4

0.6

0.2

3M16L 16L 4M 6.9 6.9 MH:3030 MH:

5.8

5.0

4.8

4.6

4.2

3.7

2.6

1.8

1.2

0.6

0.2

8. 3

6 .8

7 .3

7. 5

5 .8

4 .9

5. 3

5.8

5 .6

5 .3

4. 8

4 .1

3. 5

3. 4

3 .6

3. 9

WM 7L MH: 30

LOT 6

2 .5

WM 7L 5.1 4.7 MH: 15

3.0

2.7

3.3

4.2

5.6

6.5

6.0

5.4

5.6

6.3

0.2

0.1

3.0

3.4

2.7

3.2

4.1

5.3

6.0

5.6

5.2

5.4

5.9

6.3

2.3

2.5

2.4

2.2

2.0

1.7

1.3

0.8

0.5

0.4

0.3

0.2

0.1

1.6

2.5

2.7

3.3

4.3

5.3

5.8

5.5

5.3

5.7

6.0

6.1

6.4

6.3

5.4

4.9

4.7

4.2

4.0

3.8

2.8

1.6

1.0

0.5

0.2

2.1

2.4

2.5

2.3

2.1

1.7

1.3

0.9

0.6

0.5

0.4

0.3

1.3

2.1

2.4

2.8

3.6

4.6

5.5

5.4

5.2

5.4

5.8

5.7

5.3

5.5

5.6

5.1

4.8

4.4

4.0

4.1

4.0

3.0

1.5

0.8

0.4

0.2

0.1

2.4

2.7

2.8

2.5

2.2

1.8

1.4

1.1

1.0

0.9

0.8

0.7

0.5

2.2

2.4

2.7

3.2

4.0

5.2

5.8

5.3

4.9

5.1

5.4

5.1

4.8

4.6

4.4

4.0

3.7

3.8

3.7

2.9

1.5

0.7

0.4

5 .4

4 .5

3. 7

3 .8

4. 4

5. 2

5 .3

4. 8

0.1

16L 3M4M 16L MH: MH: 3030

3M 16L BLS MH: 30 1.5 0.5

0.2

5. 4

0.1

7. 8

0.3

5. 0

0.2

4 .7

0.5

4 .7

0.2

4.2

0.9

4 .9

0.4

5. 8

1.4

4. 8

0.7

0.2 7 .3

1.7

4 .7

1.2

0.4 6. 0

2.0

4. 7

1.6

0.8 3. 9

2.3

4. 6

1.9

3 .0

2.5

4 .9

2.2

1.4 2. 8

2.4

4 .9

2.6

2.0 3 .5

0.3

PROPOSED PARKING DECK

0.2

0.7

2.8

2 .1

0.6

WM 7L 3.1 MH: 30

PROPOSED RETAIL

3M 16L MH: 30

2.9

3. 1

1.1

0.3

4.5

WM 7L 3.2 MH: 30

3.0

1.8

0.2

2.5

3.4

2.3

0.2

2.4

3.5

3. 2

3.9

2.3

2.9

3. 3

3.5

2 .9

1.6

2.2

3. 9

4. 8

4.1

3 .6

3. 7

3. 9

3 .7

4.3

2.7

1.0

0.7

6. 2

5.6

2.7

1.2

1.5

7.7

3.0

1.5

5 .8

7.4

3.3

1.4

2.1 3. 9

1.0

6.3

3.5

3M 3.0 16L 2.9BLS2.6 MH: 30

2.6 3. 4

1.9

4.8

3.5

1.3

2.3

3.6

3.3

1.5

3 .9

2.7

WM 7L MH: 30

2.7

3.1

0.3

1.1

2.3

3.1

0.4

1.3

2.2

3.2

0 .6

1.6

2.2

3.5

0.9

1.7

2.2

3.7

1.1

1.8

2.2

3.7

1.5

2.2

2.5

3.7

2.1

2.4

3.2

3.6

3.2

2.6

3.8

3.4

4.4

2.8

4.1

3.2

5.2

3.1

3.6

3.3

5.2

3.4

2.9

3.5

4.4

1.7 WM 7L MH: 30

2.8

3.6

3.2

1.9

3.3

3.5

2.3

3.3

3.8

3.2

1.8

1.9

3.8

2.7

1.7

3.1

3.2

3.216L 2.3 3M MH: 30

1.6

3.0

7.0

3.8

1.5

2.0

5.6

3.5

1.3

2.2

3.6

2.8

1.2

3.1

1.1

2.5

1.2

2.4

2.8

2.6

1.4

3.1

1.3

2.8

1.7

2.9

2.3

2.9

1.8

2.3

1.3

2.7

1.6

2.0

2.5

1.5

2.6

1.9

2.3

1.8

2.0

1.3

2.3

2.2

2.4

1.9

2.4

2.6

2.2

1.4

2.6

2.5

1.4

2.7

2.4

2.7

1.9

2.8

0.2

2.6

1.5

2.7

0.4

2.6

1.9

2.5

0.5

2.6

1.7

2.6

2.82 .7

0.8

2.3

2.0

2.9

2.7

2.8

1.0

2.6

2.0

3.2

2. 5

2 .7

1.2

2.4

2.3

3.4

2 .4 2.8

2.6

1.6

2.0

2.4

3.4

2.5

2.1

2.5

2.8

3.3

2. 3

2.8

3. 0

3.0 3 .0

3.1

2.1

2.9

3.4

2.62. 5

2 .3

2 .9

3.1

2.6

3.4

3.6

2. 5

2.6

3 .2

2.7

2.5

3.2

3.7

2 .5

2.5

3 .3

2.6

3 .7

2.0

2.7

3.9

3.8

2. 6 2.4

2.6

2. 3

3.9

4 .2

0.2

1.6

2.7

3.3

3.8

3 .8 2.5

2.6

2. 5

4.2

3.1 2.9

2.5

2 .6

3.0

3.1

0.3

1.3

2.8

3.9

3.7

2. 3

2. 9

2.3

0.4

1.3

2.7

3.2

3.7

2 .2

2.4

3 .1

2.6

2. 5

4.0

2.6

0.6

1.2

2.9

3.6

6 .6

2.5

2. 5

2.5

3. 7

0.8

1.1

2.7

2.9

3.4

2.5

3 .6

2. 8

2.6 2. 3

2.0

4 .1

1.0

2.8

3.4

3.3

2.8

5 .8

2 .2

2.6

4. 2

1.1

0.9

2.7

3.4

5. 2

2. 3

2.4

2.6

1.4

0.9

2.9

3.3

3.6

3.0

3.4

3 .2

2. 4

2.6

2.0

2.4

1.7

1.1

2.7

2.6

3.7

3.3

4. 6

2 .2

2.7

2.1

1.9

1.3

3.1

3.2

3.6

3.4

4.0

4 .8

3. 5

2.6

1.8

1.4

2.8

3.0

3.2

3.3

4.5

3M 16L MH: 30

2. 3

2.5

2.0

1.7

1.3

3.0

2.7

2.9 BLS 2.8 3M 16L MH: 30

3.1

4.6

3 .1

3.0

2.3

2 .8

1.7

1.4

1.2

3.0

3 .1

2.7

3. 5

0.1

3.0

4.2

2. 5

1.6

1.2

1.3

3.4

3.0

0.1

2.9

3.6

2.7

1.6

1.1

1.5

3.2

5. 8

3.2

2.7

3.0

1.7

1.1

1.6

3.6

3M 16L BLS MH: 30

2. 8

7 .8

2.9

3.0

2.6

3.2

1.8

0.4

1.0

1.6

3.1

3M 16L BLS 3.6 3.2 MH: 30

4. 9

3.0

2.9

3.1

5 .1

3.6 4. 0

3.1

1.9

3 .0

3.5 5. 2

3M 16L BLS MH:3.330 3.3

4 .5

2.1

0.5

0.8

1.6

3M 16L MH: 3.0 30 3.2

2.8

3.1

4.5

2.9

6.1

6.0

4.8

3.7

3.6

4.3

5.4

6.0

1.6

1.3

1.2

1.3

1.6

1.9

2.7

5.3

3.9

2.8

3.8

4.6

4.8

6.7

5.9

3.8

3.3

3.8

4.7

1.3

1.0

0.8

0.7

1.1

1.9

2.3

3.5

3.1

3.4

1.2

0.9

0.6

0.5

0.6

1.1

3.1

4.9

3.5

4.3

3.4

3.1

0.5

0.4

0.3

0.4

1.2

4.5

8.7

2.2

3.6

3.3

3.2

0.3

0.2

0.3

1.2

4.3

8.3

2.3

4.3

3.7

0.1

0.2

0.7

3.4

6.2

4.3

0.1

0.2

0.1

0.0

0.06. 1

0.0 5 .5

2.0

1.5

1.0

0.8

3.6

3.5

3.4

2.4

2.3

2.2

1.2

2.4

2.5

3.5

2.3

2.2

0.8

2.0

1.5

3.5

2.4

1.6

0.6

2.0

3.1

3.4

1.3

0.5

6.5

2.8

WM 7L MH: 15 5.8

6.0

1.9

3.4

1.0

0.4

6.4

4.6

1.6

3.2

0.9

0.4

5.8

3.7

2.0

3M 16L BLS MH:2.5 30 2.5

0.8

0.4

4.5

3.4

2.4

3.1

0.7

0.4

3.6

3.7

3.0

2.2

0.7

0.5

3.1

4.1

3.5

2.7

0.8

0.5

3.1

4.5

3.9

1.7

0.9

4.6

3.5

5.3

1.9

4.7

3M 16L BLS MH: 30

WM 7L MH: 6.4 155.0

6.9

2.1

4.4

6.5

2.4

3.8

3 .4

7.5

2.8

3.4

3. 2

5.8

3.4

3.2

3 .3

3.6

4.2

3.0

4.0 WM 7L MH: 15

3 .5

2.2

5.0

2.8

1.9

4. 4

4.6

3.6

2.4

1.6

5. 5

5.4

3.5

2.2

1.3

5 .5

4.4

2.9

2.2

1.1

5 .1

3.9

2.8

4.6

5. 2

2.6

3.1

3.5

5 .3

2.5

4.0

2.8

5. 7

1.4

6.0

2.6

6. 6

2.6

5.1

2.6

7 .4

WM 7L 6.6 MH: 154.5

3.0

2.5

1.1

6. 7

2.3

2.4

1.3

5 .5

2.5

2.6

2.3

4 .7

3.5

3.0

1.7

2.6

5.7 WM 7L MH: 15

3M 16L 5.5MH:5.30 9

1.7

3 .4

0.1

W M 7L MH: 15

W M 7L MH: 15 WM 7L 5.5 5.7 MH: 15

WM 11L MH: 15

WM 6.8 7L MH: 15

4.6

4.5

4.4

4.3

4.2

4.1

4.0

5.1

4.4

4.2

3.9

3.6

3.3

3.0

5 .2

4.5

4.0

4.5

4.6

4.3

4.0

3.7

3.3

2.9

4.3

4.8

4.4

4.1

4.3

4.4

4.3

3.8

3.2

2.7

3.4

4.3

4.8

4.4

3.9

4.0

3.9

3.7

3.5

3.1

2.5

3.7

4.6

5.1

4.4

3.8

3.7

3.3

3.0

3.1

3.0

2.6

3.4

3.9

5.0

5.8

4.9

4.0

3.4

2.8

2.6

2.9

2.5

3.6

4.1

5.3

6.2

5.4

4.2

3.2

2.6

2.5

2 .8

3 .2

3. 3

3 .0

2 .5

2. 3

2. 8

3.4

3.9

5.0

3.1

3.4

4.3

2.7

3.0

3.7

5.1

3.5

2.5

2.7

3.3

4.2

4.9

4.2

6.2

3.6

2.5

2.6

3.2

4.0

5.0

5.2

3.1

0.1

0.0 6 .8

7. 6

0.0

3.2

0.0

0.1

0.0

4 .6

0.0

7 .7

0.0

7. 3

5.0

0.0

5. 5

5.2

4 .5

4. 0

0.1

0.2

0.3

0.6

1.4

3.8

8.2

0.1

0.3

0.5

1.1

2.2

5.7

10.3

0.1

0.2

0.5

0.9

1.5

3.1

5.9

3. 7

3 .7

3. 7

3 .6

3. 8

4.1

4 .5

5. 2

6. 2

5 .9

7.5

9.7

2.2 4. 7

3.9

4.0

4. 0

3 .3

W M 7L MH: 15

WM 11L MH: 10.4 15

3M 16L 4M 16L MH: 3030 MH: 5.9 5.4

3.42. 1

0.1

4.4

4.8

4.6

1. 4

2. 2

5.1

2. 4

4.6 3 .1

3.3

2.5

2.7

3.3

4.2

5.3

5.8

3.6

3.0

2.5

2.7

3.3

4.2

5.5

6.2

6.6

4.1

3.2

2.4

2.5

3.2

3.9

5.0

5.6

0.2

0.3

0.5

0.7

1.3

0.1

0.2

0.4

0.8

2.7

6.4

4.9

0.0

0.1

0.2

0.3

0.7

1.9

3.8

2.8

0.0

0.1

0.2

0.6

1.8

3.4

0.0

0.1

0.2

0.6

1.9

5.0

6.7

0.0

0.1

0.2

0.5

2.0

6.3

9.9

0.0

0.1

0.2

0.5

1.7

5.0

6.7

0.0

0.1

0.2

0.4

1.3

3.2

3.6

2.8

0.0

0.1

0.2

0.4

1.1

2.7

3.3

0.0

0.1

0.2

0.4

1.0

2.9

6.3

0.0

0.1

0.2

0.4

1.0

3.2

8.5

0.0

0.1

0.2

0.4

0.9

2.9

6.1

0.0

0.1

0.2

0.3

0.9

2.6

4.5

0.0

0.1

0.2

0.3

0.9

2.9

6.0

0.0

0.1

0.2

0.3

0.9

3.3

8.5

0.0

0.1

0.2

0.3

0.9

3.0

7.0

5.7

0.0

0.1

0.2

0.3

0.7

2.3

4.3

3.4

0.0

0.1

0.3

0.7

1.9

3.6

3.4

3.8

3.9

3.0

2.8

3.4

4.3

5.2

4.9

4.3

0.0

0.1

0.3

0.6

1.9

4.8

6.2

4.6

4.5

3.0

2.5

2.8

3.5

4.2

4.1

3.8

4.1

0.1

0.2

0.6

1.9

5.8

9.1

6.0

5.6

3.1

2.3

2.4

2.8

3.5

3.7

3.4

3.5

0.1

0.2

0.5

1.6

4.6

7.0

WM 7L MH: 5.2 15 5.2

3.1

2.3

2.2

2.4

2.9

3.1

2.9

0.1

W M 11L MH: 15

0.0

0.1

0.0

0.1

2.4

2.8

3.5

4.4

5.1

2.4

2.2

2.6

3.2

4.1

5.0

3.8

3.2

2.4

2.3

2.6

3.3

4.1

5.1

2.9

3.2

2.5

2.4

2.9

3.5

4.4

5.5

4.2

2.7

2.5

3.0

3.8

4.9

6.0

5.9

5.2

2.9

2.6

3.1

3.9

5.1

2.9

2.6

3.0

3.8

4.8

5.8

5.4

3.5

2.8

2.6

2.9

3.6

4.7

5.8

5.3

2.1

3.3

3.0

2.7

3.0

3.7

4.9

6.1

5.4

3.0

4.9

3.5

2.9

3.3

4.1

5.3

6.3

5.7

4.3

4.0

3.1

3.6

4.5

5.8

6.9

3.7

3.1

3.6

4.6

6.1

7.3

2.4

4.0

3.4

3.0

3.4

4.4

5.9

7.3

6.6

4.4

3.6

3.5

3.0

3.3

4.2

5.6

6.9

6.3

7.1

5.1

4.3

3.1

3.2

4.1

5.6

6.9

6.4

6.3

5.1

WM6.47L MH: 15 5.2

WM 11L MH: 15

0.2

0.4

1.2

3.0

3.9

0.1

0.2

0.4

1.0

2.2

2.7

0.1

0.2

0.4

1.0

2.6

4.0

0.2

0.3

0.4

1.2

3.7

7.4

4.8

4.4

PROPOSED MIXED USE

WM 11L MH: 15

3.0

3.2

3.1

4.1

3.9

4.7

3.9

4.1

4.0

4.2

4.0

3.4

3.0

3.1

3.2

3.3

0.0

0.1

0.2

0.4

0.9

1.6

2.3

3.0

5.9

7.0

4.6

5.5

6.7

6.0

5.1

4.7

5.2

7.3

8.7

6.8

5.9

6.8

7.0

6.2

5.3

5.8

0.4

1.1

3.6

7.8

0.6

1.1

2.5

4.1

2.4

0.1

0.2

0.3

0.4

0.8

1.4

2.0

2.6

1.9

0.1

0.2

0.4

0.6

1.1

1.7

2.1

2.5

6.5

W M 11L MH: 15

7.5

3.1

WM 11L MH: 15

2.6

3.1

4.6

7.5

WM 7L MH: 8.1 15

3.5

2.8

3.0

6.0

4.7

W M 7L .3 MH: 815

3.9

5.9

7.3

WM 7L 5.8 MH: 15

4.2

4.7

7.8

5.2

6.4

7.1

6.1

5.1

4.9

6.0

4M 16L 5.1 30 5.3 MH:

5.2

5.1

4.7

4.6

4.0

3.7

4.3

0.2

3.2

2.7

2.5

2.7

2.8

2.9

2.8

1.6

0.5

0.2

2.2

3.6

2.9

2.6

2.7

2.8

2.9

2.7

1.7

0.4

0.2

3M 16L 30 2MH: .3 3.6

3.0

2.6

2.7

2.8

2.9

3.0

2.9

1.8

0.5

0.2

1.9

0.6

0.2

2.3

3.4

2.9

2.7

3.2

3.0

2.8

3.6

3.2

3.1

3.0

2.9

3.0

3.1

3.0

4.2

4.4

3.9

3.6

3.4

3.0

2.9

2.7

1.7

0.5

0.2

5.7

5.2

5.1

4.8

4.5

4.2

3.8

3.2

2.9

2.6

2.3

1.4

0.5

0.2

0.1

5.4

5.1

5.0

4.9

4.8

4.2

3.4

2.9

2.4

1.9

1.1

0.4

4.7

4.6

4.8

5.0

5.2

5.4

5.7

3.9

4.0

4.3

4.8

5.3

3.7

4.3

4.9

5.3

TO REMAIN 3M 16L 4.6 MH: 30

LOT 3

4M 5.7 16L 6.3 MH: 30 5.6

6.4

0.2

0.1

4.7

3.6

2.9

2.4

1.7

0.9

0.4

0.2

0.1

5.0

3.7

3.0

2.5

1.6

0.8

0.4

0.2

0.1

6.6

5.1

3.6

3.0

2.5

1.6

0.7

0.3

0.2

0.1

3.5

3.1

2.8

1.7

0.7

0.3

0.2

0.1

1.8

0.7

0.3

0.2

3M 16L 6.4 MH: 4.830

3.4

3.0

2.8

3.0

2.9

3.0

3.5

4.4

4.8

4.9

5.4

6.3

5.3

4.5

4.9

5.1

4.6

3.9

3.5

3.2

3.0

2.8

2.9

3.1

3.0

3.1

3.6

4.3

4.5

4.6

5.1

5.8

4.4

3.3

3.2

2.9

0.1

4.2

4.5

4.9

5.2

4.8

3.8

3.2

3.0

2.9

3.0

3.1

3.2

3.6

4.0

4.1

4.2

4.5

5.0

5.1

3.9

3.1

2.8

0.3

0.2

0.1

3.5

4.4

5.0

5.4

5.5

4.8

3.8

3.2

2.9

2.8

3.0

2.9

2.8

2.9

3.1

3.2

3.5

3.6

3.7

4.0

4.6

4.9

3.9

3.0

2.9

2.6

1.6

0.6

0.3

0.2

0.1

3.9

5.3

6.0

6.2

5.8

4.5

3.5

3.3

3.1

3.0

2.8

2.6

2.5

2.6

2.9

3.2

3.4

3.5

3.6

4.0

4.8

5.2

4.2

3.0

2.7

2.4

1.4

0.5

0.3

0.2

0.1

6.2

6.6

6.4

3.4

3.1

3.0

2.8

2.6

2.4

2.2

2.6

3.3

3.5

3.7

4.1

5.0

5.5

4.6

3.1

2.5

2.2

1.2

0.5

0.3

0.2

0.1

6.5

5.9

2.8

2.0

1.5

1.6

1.4

1.0

3.1

3.3

3.8

4.8

5.4

3M4.716L3.2 MH: 30

2.5

2.1

1.2

0.5

0.3

0.2

0.1

3M 5.516L 4.1 MH: 30 4.7

3.9

3.4

6.1

6.5

5.9

5.0

4.0

3.7

3.5

2.7

1.1

5.6

6.0

5.8

5.3

4.2

3.6

3.5

3.1

1.4

5.6

5.3

4.9

4.1

3.5

3.4

3.6

3.9

2.5

4M 16L MH: 30

7.5

5.8

4.9

5.3

6.3

5.8

5.4

4.9

4.8

5.3

5.5

5.4

5.2

5.1

4.5

3.9

3.6

3.9

4.5

4.3

3.7

3.4

4.9

5.1

4.9

4.4

4.2

4.6

4.9

5.2

5.5

5.6

5.4

4.6

4.0

4.3

4.8

5.3

5.9

5.5

4.3

4M 16L 4.8 MH: 30

6.1

2.4

4M 16L MH: 30

PROPOSED RESTAURAN T 3.0

3.3

4.1

4.8

4.3

3.1

2.5

2.1

1.2

0.5

0.3

0.2

0.1

2.2

2.7

2.8

3.3

3.9

3.7

2.8

2.5

2.3

1.4

0.6

0.3

0.2

0.1

2.3

2.5

2.4

2.8

3.2

3.1

2.7

2.6

1.6

0.7

0.4

0.3

0.2

1.9

0.8

0.4

0.3

0.2

0.5

0.3

0.2

2 .5

2.9

3.2

2.5

2.3

2.5

2.8

2.7

2.9

3.6

3.3

3 .2

3.7

4.4

3.8

2.7

2.3

2.4

2.5

2.6

2.7

3.0

4.6

3.5

3 .3

3.3

3.9

4.6

4.1

2.9

2.3

2.5

2.7

2.9

2.8

1.8

0.8

0.5

0.4

0.3

4M 16L 3M 16L 6.2 4.7 MH: MH: 30 30

3.6

3 .4

3.3

3.8

4.4

4.1

2.9

2.4

2.5

2.6

2.4

1.6

0.8

0.6

0.5

0.4

0.3

1.9

2.3

2.8

3.1

3.5

4.3

5.6

6.0

5.3

4.9

0.2

0.3

0.5

0.9

1.4

1.9

2.5

3.0

3.3

3.6

3.9

4.4

4.6

4.7

4.8

5.0

5.1

4.8

4.6

4.8

4.9

4.4

4.2

4.3

4.5

5.0

5.4

6.0

6.2

5.3

4.6

4.8

5.1

5.4

6.3

0.2

0.3

0.5

0.9

1.4

2.0

2.5

3.0

3.6

3.8

4.1

4.3

4.6

4.5

4.8

5.3

5.6

5.4

4.9

4.7

4.8

5.3

5.2

5.1

5.0

4.6

4.2

4.0

4.3

4.9

5.5

6.5

7.0

6.0

5.2

5.0

5.4

6.3

0.2

0.3

0.5

0.8

1.5

2.0

2.4

3.0

3.6

3.8

4.2

4.5

4.7

4.6

4.3

4.8

5.5

5.9

5.8

5.3

4.8

5.1

5.8

5.6

4.8

3.8

3.1

6.5 5.5 3M4M 16L 16L MH:MH: 30 30

5.0

4.9

5.2

6.0

6.1

4.6

3.7

3 .4

3.3

3.5

4.0

3.8

2.9

2.4

2.5

2.6

0.2

0.4

0.8

1.3

1.9

2.3

2.9

3.7

4.3

4.9

5.3

4.4

3.7

4.4

5.2

5.3

4.8

4.1

3.6

3.7

3.9

3.7

3.4

5.3

5.2

5.6

4.5

3.6

3.4

3.3

3.6

2.9

2.5

2.6

2.8

2.7 16L 3M MH: 30

6.9

7.4

6.7

7.4

0.2

0.3

0.6

0.9

1.4

1.8

0.1

0.2

0.3

0.5

0.7

0.9

1.1

4.9

5.7

0.1

0.2

0.3

0.4

0.6

5.3

6.3

0.1

0.2

0.4

6.1

7.3

0.1

2.7

5.7

5.5

0.1

2.7

4.8

4.7

4.6

0.2

6.6

5.7

7.4

6.6

5.8

6.7

7.5

6.6

5.7

5.9

6.0

5.3

4.8

4.4

3.9

7.2

7.7

6.6

5.6

5.5

5.4

5.0

4.7

4.4

3.9

7.9

8.1

6.8

5.6

4.9

4.5

4.4

4.0

7.9

8.1

3M4M 16L16L 8.1 6.8 5.4 MH: MH: 30 30

4.6

4.3

4.5

4.3

3M 16L 6.5 7.5 MH: 30

7.5

7.6

6.4

5.3

4.7

4.6

4.7

4.5

6.6

5.4

6.6

5.8

5.4

5.2

5.1

4.2

2.4

2.1

1.8

1.5

1.2

1.0

0.8

0.6

0.4

2.2

2.0

1.8

1.5

1.3

1.1

0.8

0.6

0.4

3.5

3.3

3.6

2.7

2.6

2.2

2.1

2.2

2.1

1.8

1.5

1.2

1.0

0.7

0.4

0.3

3.9

3.4

3.2

3.4

3.5

3.3

2.9

2.7

2.6

2.4

2.1

2.3

2.0

1.7

1.4

1.2

0.9

0.5

0.3

4.1

3.9

3.6

3.3

1.9

1.6

1.4

1.1

0.6

0.3

6.7

7.0

6.2

5.1

4.9

5.0

4.6

4.3

4.1

3.9

5.7

6.2

6.8

6.3

5.1

4.9

5.0

4.8

4.4

4.3

3.9

3.6

0.1

0.2

0.4

0.5

0.8

1.0

0.9

0.6

3.8

5.3

6.0

6.8

6.2

4.9

4.7

4.5

4.0

3.8

3.9

3.8

3.5

0.1

0.3

0.4

0.6

0.8

1.0

1.1

0.8

3.4

5.4

6.2

7.1

6.5

5.1

4.5

3.8

3.3

3.5

3.7

3.5

0.9

1.0

1.1

1.3

1.2

1.0

1.2

1.5

1.9

0.8

1.1

1.4

1.8

2.6

2.9

0.9

1.3

1.6

2.2

3.2

3.6

43,000 SF

5.2 3M6.7 16L16L 4M MH:MH: 30 30

LOT 2 3.2

3.3

3.4

3.2

2.9

2.8

2.5

2.3

2.2

2.3

3.5

3.3

3.0

2.9

3.1

3.4

3.3

3.0

2.7

2.6

2.4

2.3

2.2

2.0

1.8

1.6

1.4

0.8

0.4

3.3

2.9

2.6

2.5

2.7

3.0

3.1

2.9

2.8

2.5

2.3

2.1

1.9

2.0

1.8

1.1

0.4

0.3

3.1

2.7

2.5

2.3

2.2

2.3

2.6

3.2

3.4

3.3

3.1

2.6

2.3

2.0

1.8

2.0

2.2

1.4

0.6

0.3

3.1

2.8

2.6

2.4

2.1

2.2

2.7

3.4

3.6

3.4

3.0

2.5

2.1

1.9

1.8

1.7

2.0

2.3

2.5

1.7

0.7

0.3

4M 16L MH: 3.1 30 2.8

5.4

6.4

7.4

4.2

3.5

3.2

3.1

3.4

3.7

3.5

2.6

2.5

2.3

2.4

3.0

3.7

3.4

2.9

2.4

2.0

1.8

1.7

1.6

1.9

2.3

2.4

5.1

6.0

6.9

6.5

5.2

4.4

3.8

3.4

3.7

3.8

3.5

3.1

2.7

2.5

2.6

2.8

3.5

4.0

4.2

3.8

3.1

2.4

1.9

1.7

1.6

1.5

1.7

2.0

2.2

1.6

0.6

0.2

4.6

5.3

6.2

6.1

4.9

4.4

4.1

4.2

3.9

3.7

3.4

2.9

2.5

2.9

3.2

3.5

4.2

4.7

4.1

3.2

2.4

1.9

1.6

1.5

1.4

1.5

1.7

1.8

1.4

0.5

0.2

0.1

4.1

5.0

6.0

6.2

5.1

4.5

4.6

4.7

4.6

4.2

3.7

3.6

3.4

2.9

2.5

2.9

3.2

3.6

4.5

5.2

4.5

3.4

2.6

2.0

1.5

1.0

0.8

1.0

1.3

1.0

0.4

0.1

4.1

5.0

6.0

6.2

5.1

4.5

4.4

4.3

3.9

3.6

3.4

3.1

2.8

2.5

2.6

3.0

3.7

4.9

5.8

5.1

3.8

2.9

2.1

1.3

1.1

0.8

0.4

0.1

6.4

6.5

5.3

4.6

4.2

3.8

3.5

3.6

3.4

3.1

2.9

2.7

2.6

2.9

3.7

5.0

3.9

2.9

2.2

1.3

0.9

0.8

0.6

0.3

0.1

5.8

4.7

3.9

3.4

3.3

3.5

3.3

2.6

2.8

2.9

3.2

3.7

0.6

0.5

0.2

0.1

0.0

4.1

3.6

3.4

3.0

2.7

2.5

2.7

3.2

3.5

3.6

0.4

0.3

0.2

0.1

0.0

0.3

0.2

0.1

0.0

1.0

1.4

1.8

2.4

3.4

3.7

0.1

0.2

0.3

0.6

1.0

1.4

1.8

2.3

3.2

3.5

4.5

5.4

0.1

0.2

0.3

0.6

1.0

1.4

1.8

2.3

2.9

3.4

5.1

6.0

6.9

7.1

0.1

0.2

0.3

0.6

1.1

1.5

1.8

2.3

3.0

3.8

5.7

6.5

7.2

7.3

0.1

0.2

0.3

0.7

1.1

1.5

1.9

2.5

3.4

4.3

6.1

7.0

7.2

7.1

6.0

5.1

4.7

4.0

3.6

3.4

3.0

2.7

2.5

2.4

2.3

2.6

3.2

3.5

3.6

0.2

0.4

0.7

1.2

1.7

2.1

2.7

3.6

4.6

0.2

0.4

0.8

1.4

1.9

2.2

2.8

3.7

4.7

0.2

0.4

0.8

1.4

2.1

2.5

2.9

3.6

0.2

0.4

0.7

1.3

2.1

2.7

3.1

3.4

0.4

0.3

1.4

0.3

0.5

0.7

1.0

1.2

1.4

1.5

1.3

1.1

0.9

2.2

2.7

3.1

3.5

4.4

5.5

5.2

3.9

3.0

2.2

1.4

6.0

5.0

4.6

4.1

3.4

2.8

2.4

2.2

2.0

1 .9

1.8

1.9

2.3

2.7

3.5

4.6

5.8

5.6

4.3

3.1

2.2

1.5

0.8

0.3

6.6

5.2

4.1

3.5

3.1

2.6

2.3

2.1

2.0

1 .9

1.8

1.9

2.3

3.0

3.9

4.9

4.3

3.6

3.4

3.3

3.2

3.0

2.6

2 .3

2.2

2.5

3.3

4.4

5.1

5.6

3.3

3.1

3.0

3.1

3.4

4.4

6.1

6.9

7.3

7.6

2.8

2.9

3.0

3.3

4.0

5.3

6.0

6.5

7.2

2.8

2.9

3.1

3.2

3.5

4.0

4.5

4.6

4.4

3.8

3.2

3.0

3.1

3.4

3.6

3.7

4.1

4.7

5.0

5.4

6.1

6.4

5.6

4.6

4.2

4.1

4.2

3.4

2 .8

2.6

3.0

3.9

5.1

5.3

2.8

3.0

3.1

3.3

3.6

4.2

4.9

5.2

5.0

4.3

3.6

3.3

3.7

4.3

4.6

4.4

4.6

5.2

5.4

5.0

4.5

4.1

4.0

3.9

3.6

3.0

2 .6

2.6

2.9

3.4

4.0

4.1

4.3

2.8

3.0

3.2

3.1

3.2

3.4

3.8

4.1

3.4

2.9

2.8

3.2

3.8

4.1

3.9

3.8

3.7

3.9

4.3

4.4

4.2

3.7

3.4

3.2

3.0

2.9

2.6

2.4

2 .3

2.3

2.5

2.7

2.2

2.5

2.8

2.7

2.5

2.3

2.4

2.1

1.9

2.1

2.5

2.7

2.8

2.9

3.1

3.3

3.5

3.2

2.9

2.6

2.4

2.2

2.1

2.0

1.9

2 .0

2.0

1.8

1.5

1.8

2.0

3M 16L BLS 2.0 1.9 1.7 MH: 30

1.6

1.5

1.6

1.5

1.4

1.3

1.4

1.5

1.6

1.7

1.8

2.0

2.2

2.5

2.6

2.7

2.6

2.3

2.0

1.8

1.7

1.6

1.5

1.6

1 .6

1.6

1.5

1.4

1.3

1.1

1.0

1.4

1.7

1.9

2.0

2.1

2.0

1.8

1.5

1.4

1.3

1.2

1.1

1.0

0.7

0.8

0.9

1.0

1.1

1.2

1.4

1.5

1.4

1.3

1.1

1.0

0.9

0.8

0.7

0.6

0.5

0.6

0.7

0.8

0.9

1.0

0.8

0.7

0.6

0.5

0.4

0.3

0.4

0.5

0.6

0.7

0.6

0.5

0.4

0.3

0.2

0.3

0.4

0.3

0.2

0.1

2.1

1.5

2.1

3.0

2.4

1.7

2.2

3.5

2.5

1.8

2.4

3.3

2.7

2.0

2.5

3.4

2.7

1.8

2.7

3.5

2.6

1.6

3.1

3.2

2.8

1.4

3.6

2.8

1.1

4.3

3.1

2.9

0.7

4.8

3.6

3.1

0.4

4.9

3.0

3.1

0.3

5.7

3.5

2.9

2.5

7.0

2.9

3.3

2.2

7.4

3.2

3.6

2.0

7.4

2.9

3.2

1.5

6.7

3.2

3.7

1.0

4.5

3.0

4.1

0.6

2.7

3.2

3.3

0.3

2.3

3.4

3.8

4M 16L MOBILE MH: 302.6GENERATOR 2.7 2.5

2.4

3.2

3.9

3.1

TO REMAIN

3M 16L MH: 3.930

0.1

1.0

1.1

4.5 3M 16L MH: 30

1.2

1.3

3M4M 16L16L 6.9 5.6 MH: MH: 30 30

3M 4.3 16L 4.0 MH: 30

4M3M16L 16L 6.0 5.8 MH: MH:3030

0.2

0.1

0.0

0.3

0.2

0.1

0.0

5.7

5.1

3.7

2.7

2.0

1.5

1.0

0.6

0.4

0.2

0.1

0.0

4.3

3.8

2.9

2.3

1.8

1.4

1.0

0.6

0.4

0.2

0.1

0.0

2.9

2.6

2.2

1.9

1.7

1.3

0.9

0.6

0.4

0.2

0.1

0.0

1.9

1.8

1.6

1.5

1.1

0.8

0.6

0.4

0.2

0.1

0.0

1.3

1.4

1.3

1.2

1.1

0.9

0.7

0.5

0.3

0.2

0.1

0.0

0.9

1.0

0.9

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

0.6

0.5

0.4

0.3

0.2

0.1

0.3

0.4

0.3

0.2

0.1

3M 16L MH:5.530

0.2

0.3

0.2

0.1

0.2

0.1

0.0

0.1

0.0

0.1

0.0

0.1

0.0

0.1

0.0

0.1

0.0

Symbol

0.0

Units

Avg

Max

Min

Avg/Min

Max/Min

Buffalo Grove_8_Planar

2.44

11.8

0.0

N.A.

CalcPts_1

0.00

N.A.

Luminaire Schedule

0.0

Label

0.0

Calculation Summary

0.0

0.6

0.1

0.0

0.5

0.1

0.0

1.0

0.1

0.0

0.1

1.0

0.1

0.0

0.1

1.6

0.1

0.0

0.2

1.5

0.1

0.0

0.2

2.2

0.1

0.0

0.1

2.2

0.1

0.0

3.0

0.1

0.0

0.1

3.1

0.1

0.0

0.1

4.2

0.1

0.0

0.2

4.3

0.1

0.0

0.2

5.7

0.1

0.0

0.2

6.2

0.1

LOT 1

0.3

EXISTING RESTAURANT

2.9

3.7

3.2

3.5

0.2

7.2

3.8

3.5

1.2

7.6

3.1

2.7

2.0

3M 16L 6.6 7.4 MH: 30

3.7

3.0

2.7

4.7

3.1

3.2

3.7

3.5

3.4

2.3

5.0

3.1

3.3

2.5

5.5

3.2

2.7

4.4

3.6

1.9

1.2

4.1

3.2

1.9

1.3

2.0

4.3

4.2

2.0

2.1

2.7

4.0

4.2

1.2

2.8

3.6

3.5

4.0

1.2

3.7

4.9

3.1

4.4

1.2

5.0

2.8

3.5

0.7

5.8

5.6

2.5

2.8

0.7

4.7

4.5

2.5

2.2

0.7

3.2

4M 16L 3.0 MH: 30 2.7

5.3

2.7

2.0

0.4

2.7

3M4M 16L16L 6.0 MH: MH: 30 30 5.0

3M16L 16L 4M MH:30 30 MH: 6.0

3.3

3.7

0.4

3.2 3M 16L MH: 30

2.2

3M 1.816L 0.7 BLS MH: 30

0.2

2.4

0.6

1.7

4M 16L MH: 30

0.2

2.8

0.3

1.3

0.2

3.3

0.2

3M 16L 3.9 4.0 MH: 30

0.3

3.3

0.1

2.7

5M 16L MH: 30 2.3 2.1

3.2

3M 16L MH: 30

0.3

2.7

2.4

6.5

0.7

0.3

2.8

2.7

4.6

0.7

0.4

2.8

5.7

0.4

0.5

2.8

0.2

0.6

0.7

2.8

0.1

0.5

0.9

3.1

0.3

0.5

0.9

2.9

0.2

0.3

1.0

3.2

0.2

0.3

1.3

3.2

0.2

0.3

1.8

3.4

0.1

0.3

0.2

2.1

3.5

0.1

0.2

0.3

3.4

0.1

0.2

0.3

0.5

3.4

0.1

0.2

0.4

0.6

3.5

0.0

0.1

0.5

0.7

3.4

0.1

0.6

0.7

3.5

0.1

0.6

0.9

3.2

0.1

0.8

1.3

3.3

0.1

2.9

1.4

1.8

3.3

4M 16L MH:3.4 30 3.0

2.7

2.0

2.1

3.4

0.1

2.6

2.3

2.4

3.4

0.1

2.9

2.5

2.7

3.5

0.1

3.3

2.6

5M 16L MH: 2.8 30 2.5

3.4

0.1

3M 16L MH: 30

3M 16L BLS 2.0 0.9 MH: 30

3.3

4M 16L MH: 30

3.5

0.1

PROPOSED GROCER

0.1

2.6

1.4

3.7

0.1

2.9

0.8

2.6

3M 16L BLS 1.7 0.7 MH: 30

2.5

0.4

2.7

0.2

5.6

0.2

2.2

3M 116L BLS .9 0.6 MH: 30

3.9

7.3

3M 16L MH: 30

3.0

4.1

6.8

3M 16L MH: 30

2.8

6.3

0.1

4M 16L MH: 3.5 30

2.8

Revisions

4.4

3.5

4M 516L .8 MH: 30

0.5

2.5

5.2

3M 16L 6.7 MH: 30

5.0

1.5 0.4 3M 16L BLS MH: 30

5.3

4.9

W M 7L MH: 15

4.6

2.4

4.8

WM 7L MH: 15 4.1

4.6

5.6

1.9

0.3

6.3

WM 7L MH:6.115

4.4

2.1

4.0

6.2

0.3

4M 16L 2.7 MH: 30

2.8

3.5

5.5

0.2

3.1

3.4

6.1

0.2

3.0

3.1

5.8

7.5

0.2

2.6

3.2

5.0

2.1

0.2

2.5

3M 16L BLS MH: 301.5 2.6 0.7

EXISTING LOT 4 RESTAURANT

3.2

6.0

2.9

0.1

2.2

3.4

8.4 WM 7L MH: 15

3.5

0.1

2.9

3.6

1.7

3.5

0.1

3.3

3.9

3.3

3.2

WM 11L MH: 15

3.4

4.1

2.5

2.8

10.2

1.9

4.6

DOG PARK 1.3 1.2 1.5

2.8

4.4

2.7

5.7

1.3

2.9

1.3

3.4

3M 4M16L 16L 6.0 4.8 MH: MH: 3030

1.4

0.4

3.8

5.2

3.0

0.2

1.6

5.2

1.4

0.1

2.9

3M 16L MH: 5.0 30 5.0

3.2

0.1

2.8

3.1

4.9

1.5

0.1

0.3

3.1

3.0

4.5

3.7

7.4

0.2

1.2

3.0

2.9

3.8

1.9

4.1

0.9

2.8

2.9

2.7

3.3

5.5

1.4

2.4

2.9

2.8

2.5

3.2

2.5

0.4

2.7

2.8

2.5

2.4

3.4

7.7

0.2

2.7

2.8

2.3

2.7

3.6

2.8

0.1

2.7

2.6

2.3

2.2

4.0

6.0

0.1

2.6

2.3

2.2

4.8

2.3

0.1

2.2

2.1

1.5

4.7

3.2

0.1

2.0

2.1

1.4

4.2

1.5

6.1

1.9

2.0

1.7

4M 16L MH: 30

5.6

1.9

4.1

2.0

2.3

3.6

5.2

1.1

1.5

2.3

2.4

2.9

2.1

4.0

4.5

1.2

0.4

2.6

3.0

3.3

3.1

3.9

0.7

0.2

2.9

3.5

3.4

3.7

3.5

0.7

0.1

3.2

3.7

3.1

0.5

0.1

3.6

3.7

4.1

4.3

2.9

0.3

0.0

4.0

3.9

4.6

3.1

0.3

0.0

4.1

4.2

3M4M 16L 16L 5.730 MH: MH: 304.8

3.3

0.2

8.6

0.2

3.2

0.1

9.2

0.2

0.6

3.3

0.1

5.4

0.1

0.5

1.4

3.9

0.1

5.2

0.3

1.1

2.0

3.8

0.1

1.5

0.8

1.8

2.5

3.5

0.1

1.5

1.6

2.5

2.6

4.2

0.0

0.4

2.6

2.7

2.6

5.1

0.0

0.4

2.8

2.5

2.4

2.9

0.0

0.2

2.6

2.2

2.1

4.8

0.0

0.2

2.1

1.9

1.8

4.1

5.2

0.1

1.9

1.8

1.9

3.3

7.0

0.1

1.7

1.8

2.1

3.3

3.2

0.1

1.5

2.0

2.4

6.2

0.1

1.6

2.2

2.6

2.0

3.2

0.0

1.9

2.4

2.6

3.0

1.2

0.0

2.4

2.5

2.9

2.5

0.7

0.0

2.8

3.3

2.4

0.6

0.0

3.0

3.1

3.9

2.6

0.6

WM 11L MH: 30

3.2

3.6

4.3

2.8

0.6

WM 11L MH: 15

3.7

4.6

4.9

2.9

0.7

5.3

4.6

5.6

5.2

2.7

0.7

3.4

5.3

5.4

2.8

0.7

1.2

5.2

3.0

0.8

0.2

5.3

2.7

0.7

0.5

2.8

2.5

0.6

1.3

2.7

2.5

0.5

0.2

2.5

2.3

2.0

2.3

0.5

0.4

1.8

3.0

0.4

1.0

1.7

2.8

0.3

2.1

1.6

2.4

0.2

2.3

1.5

2.4

0.1

2.0

1.4

2.9

0.1

1.7

1.3

2.5

0.1

1.4

1.1

6.8

6.2

0.0

1.3

2.3

0.0

0.3

0.1

1.2

3.2

0.0

0.1

1.6

2.6

9.4

0.1

1.5

2.3

4.1

0.0

0.1

0.2

2.2

3.1

1.2

0.0

0.1

0.2

0.3

2.1

2.5

0.5

0.0

0.1

0.4

2.7

2.2

8.3

0.1

2.5

3.0

0.4

8.5

0.2

3.3

2.6

0.3

5.4

5.2

4M 16L MH: 30 3.1 3.6

2.5

0.3

6.3

0.1

0.4

0.3

3.8

0.3

9.4

0.1

4,210 SF

4M 16L MH: 30

3.8

0.3

WM 11L MH: 15

0.2

3.5

3.6

0.3

8.5

0.6

5.5

0.3

5.3

0.1

0.5

3.9

5.8

0.3

4.5

0.2

PROPOSED RETAIL

4.0

0.2

5.5

0.2

3.8

4.6

0.2

8.2

0.1

0.5

4.2

5.2 W M 7L6.6 MH: 15

0.2

11.8

0.1

0.2

3.8

2.7

0.2

8.4

0.2

0.3

4.4

2.5

0.2

2.4

0.1

0.3

4.0

2.3

0.1

2.0

0.2

0.6

0.5

4.6

2.2

0.1

0.9

1.4

4.4

2.4

0.1

0.3

2.3

4.9

3.3

0.0

0.1

5.6

6.2

4.8

0.0

0.1

2.6

3M 16L 4M 16L5.2 6.5 MH: 3030 MH:

4.0

0.0

W M 11L MH: 15

3.2

2.6

0.1

6.4

WM 11L MH: 15

3.2

2.5

3M 4M16L 16L MH: MH:3030

6.1

WM 7L MH: 15 5.7

3.4

0 0.0

3.9

3.8

WM 7L MH: 15 4.6 4.8

8.1

0 0.1

0.1

POOL

3.1

2.9

PARK PROGRAMMI NG BY LOTOTHERS 5

0.1

LOT 7

3.4

3.3

3M 4M16L 16L MH: MH:3030

0.1

WM 11L MH: 15

3.9

3.5

4.9

6.2

4.0

4.5

5.3

WM 7L 6.1 MH: 15

4.2

2. 2

0.1

4.9

2 .8

0.1

0.0

5.0

4.3

4M 3.9 16L3.7 MH: 30

1. 9

EXTERIOR 3.9 9.4 7.6 WM 11L CLUBHOUSE MH:SPACE 15 AMENITY

0.0

5.6

3M 4M16L 16L 5.5 MH: MH:3030

3M 16L BLS MH: 2.7 301.5

Qty

Tag

Lum. Lumens Lum. Watts

Total Watts

LLF

WM 11L NTW-A-WM-T3-11L-40K-XX-XX_CON

Description

11175

1110

0.850

3M 16L CREE OSQM-B-16L-40K7-3M-Ux-xx-xx-xxxx

16100

104

5200

0.850

4M 16L CREE OSQM-B-16L-40K7-4M-Ux-xx-xx-xxxx

16098

104

4056

0.850

WM 7L

6727

46.4

1484.8

0.850

3M 16L CREE OSQM-B-16L-40K7-3M-Ux-xx-xx-xxxx w_OS12700

104

2288

0.850

5M 16L CREE OSQM-B-16L-40K7-5M-Ux-xx-xx-xxxx

104

208

0.850

CREE NTW-A-WM-T3-7L-40K-XX-XX_STD1

15300

Luminaire Schedule Project: Project_1 Symbol

Qty

Label

Arrangement

LMF

Lum. Lumens

Lum. Watts

Part Number

3M-30L

SINGLE

1.000

31000

202

OSQL-B-30L-40K7-3M-UL-NM-__ w/OSQ-ML-B-DA-__

5M-30L

Single

1.000

27800

202

OSQL-B-30L-40K7-5M-UL-NM-__ w/OSQ-ML-B-DA-__

5M-30L-2

2 @ 180°

1.000

27800

202

OSQL-B-30L-40K7-5M-UL-NM-__ w/OSQ-ML-B-DA-__

5M-30L-3

3 @ 90°

1.000

27800

202

OSQL-B-30L-40K7-5M-UL-NM-__ w/OSQ-ML-B-DA-__

XP-4

Single

1.000

6100

XSPW-B-WM-4ME-6L-40K-UL-__

NEW POLE BASES

Calculation Summary (Footcandles calculated using initial lumen values @ 25°C) Label

Units

Avg

Max

Min

Avg/Min

Max/Min

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

1.1

1.3

1.4

1.3

1.2

1.1

1.0

0.9

1.0

1.1

1.0

0.8

0.6

0.4

0.3

0.2

0.1

0.0

CalcPts

1.61

9.0

0.0

N.A.

0.0

0.1

0.2

0.3

0.4

0.6

0.7

0.8

0.9

1.1

1.2

1.4

1.6

1.8

1.9

1.8

1.5

1.4

1.2

1.3

1.5

1.2

0.9

0.6

0.5

0.4

0.3

0.2

0.1

0.0

0.1

0.2

0.3

0.4

0.5

0.7

0.9

1.0

1.1

1.0

1.1

1.3

1.5

1.7

1.9

2.0

2.2

2.3

2.1

1.8

1.7

1.8

2.1

1.7

1.2

0.9

0.7

0.5

0.4

0.3

0.2

0.1

0.0

PROPERTY LINE

0.16

0.2

0.0

N.A.

0.0

0.1

0.2

0.3

0.4

0.5

0.7

1.0

1.3

1.5

1.3

1.5

1.6

1.9

2.2

2.1

2.0

2.1

2.6

2.9

2.4

2.3

2.2

2.7

2.3

1.6

1.1

0.9

0.7

0.5

0.4

0.3

0.2

0.1

0.0

CHICK-FIL-A PKG LOT

2.84

8.8

1.0

2.84

8.80

0.0

0.1

0.2

0.3

0.4

0.5

0.7

1.0

1.3

1.8

2.1

1.8

1.7

1.8

1.9

2.1

2.7

2.5

2.1

1.9

2.0

2.2

2.8

3.6

3.1

3.4

3.5

3.1

2.9

2.0

1.4

1.1

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

0.1

0.2

0.3

0.4

0.6

0.7

0.9

1.2

1.7

2.4

2.7

2.3

2.4

2.5

2.9

3.0

2.3

1.9

1.8

1.9

2.2

2.6

3.3

4.2

4.4

4.0

2.7

2.0

1.4

1.0

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.8

0.9

1.1

1.5

2.0

3.0

3.3

3.8

3.9

3.7

3.6

2.7

2.2

1.8

1.7

1.8

2.1

2.6

3.7

4.5

6.2

5.7

4.0

2.7

2.0

1.4

1.0

0.8

0.7

0.6

0.5

0.3

0.2

0.1

0.0

0.1

0.2

0.3

0.4

0.5

0.7

0.8

0.9

1.1

1.4

2.0

2.6

4.1

4.6

5.0

4.4

3.7

2.7

2.2

1.8

1.6

1.7

2.1

2.6

3.6

4.4

5.7

5.4

4.1

2.8

2.1

1.5

1.0

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0

0.6

0.7

0.8

1.0

1.4

1.9

2.6

4.0

5.5

6.7

4.9

3.8

2.7

2.2

1.8

1.7

1.8

2.1

2.6

3.2

4.2

4.1

3.9

2.8

2.1

1.5

1.1

0.9

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0

1.1

1.2

1.1

0.9

1.0

1.4

2.0

2.6

4.2

5.0

5.4

4.6

3.9

2.8

2.3

1.9

1.8

1.9

2.2

2.8

3.7

2.9

3.0

2.9

2.7

3.2

2.4

1.7

1.3

1.0

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

2.0

2.6

3.8

4.2

4.0

4.1

3.8

2.8

2.4

2.0

1.9

2.1

2.5

3.1

2.6

2.3

2.2

2.1

2.5

2.0

1.4

1.1

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

2.1 3.1 2.8 2.7 2.7 2.7 IBT EASEMENT PER DOC. 2737813

2.9

3.3

2.7

2.2

2.1

2.3

2.5

2.0

1.8

1.7

1.6

1.8

1.5

1.1

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

2.39

9.0

0.9

2.66

10.00

0.0 0.1 0.1

Pole Fixture Mounting Height: 30' AFG (27' pole +3' base)

0.2

0.3

0.4

0.5

0.6

0.1

0.2

0.3

0.5

0.6

0.8

0.9

1.1

0.1

0.2

0.3

0.6

1.2

1.3

1.4

1.7

1.9

2.0

1.8

2.1

1.6

1.0

0.9

1.1

1.4

0.1

0.2

0.3

0.5

1.1

2.0

1.9

2.1

2.6

2.5

2.2

2.4

2.5

1.8

1.1

1.0

1.2

1.6

0.1

0.3

0.7

1.3

2.0

3.3

3.1

2.9

2.8

2.7

2.9

3.3

3.5

3.1

1.9

1.1

1.3

1.8

2.4

2.5

2.1

2.2

2.6

2.8

2.5

2.2

1.9

1.7

1.5

1.3

1.4

1.3

1.1

0.9

0.7

0.5

0.4

0.3

0.2

0.1

0.0

0.10.1

0.2

0.4

1.1

1.8

2.8

5.0

5.3

4.6

4.0

2.4

3.5

2.3

1.5

1.1

1.4

1.8

2.1

1.9

1.7

1.8

2.0

2.3

2.2

2.0

1.8

1.6

1.5

1.3

1.2

1.1

1.2

1.1

1.0

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

0.1 0.2

0.3

1.8

0.6

1.1

1.0

1.2

1.4

1.6

1.5

1.4

1.6

1.7

1.9

2.0

1.8

1.6

1.5

1.4

1.3

1.2

1.1

1.0

0.9

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

2.3

2.8

0.7

0.8

1.0

1.2

1.4

1.3

1.4

1.5

1.6

1.7

1.6

1.5

1.4

1.3

1.2

1.1

1.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0

0.8

0.9

1.1

1.2

1.3

1.4

1.5

1.4

1.3

1.2

1.1

1.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0

1.0

1.1

1.2

1.3

1.4

1.5

1.4

1.3

1.2

1.1

1.0

0.9

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

1.1

1.2

1.3

1.4

1.5

1.6

1.7

1.6

1.4

1.3

1.4

1.5

1.4

1.3

1.2

1.3

1.2

1.0

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

1.3

1.4

1.5

1.4

1.6

1.7

1.8

2.0

1.9

1.7

1.5

1.3

1.4

1.6

1.8

1.7

1.5

1.4

1.5

1.7

1.4

1.1

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

1.5

1.9

1.8

1.7

1.6

1.7

1.9

2.1

2.3

2.4

2.2

1.8

1.2

1.4

1.6

1.9

2.2

1.9

1.8

1.9

2.0

2.3

2.0

1.5

1.1

0.8

0.7

0.5

0.4

0.3

0.2

0.1

0.0

1.7

2.2

2.6

2.5

2.2

2.3

2.4

2.6

3.2

2.8

2.2

1.8

1.5 1.3 1.2 PARCEL 2 LOT 1 1.5 1.3 1.3

1.3

1.5

1.8

2.4

2.9

2.5

2.4

2.3

2.4

2.8

2.1

1.5

1.1

0.9

0.7

0.5

0.4

0.3

0.2

0.1

0.0

1.6

2.2

3.1

3.6

3.0

3.1

1.5

2.0

2.7

3.9

4.4

3.9

4.1

4.2

0.1 0.1

0.5

0.1

0.3

0.7

1.7

2.8

3.8

1.8

0.2

0.3

0.8

1.7

2.5

3.1

3.6

0.2

0.5

1.1

1.9

2.3

3.3

4.2

0.3

0.7

1.8

2.9

3.5

3.8

2.5

0.3

0.8

72.38' 1.9 2.9

4.1

4.3

0.3

0.7

1.6

2.3

3.3

4.3

0.3

0.8

1.5

2.0

3.0

3.7

0.3

0.8

1.6

2.1

2.3

2.1

0.1 0.1

*** CUSTOMER TO VERIFY ORDERING INFORMATION AND CATALOGUE NUMBER PRIOR TO PLACING ORDER ***

0.1

XP-4 MH: 15 XP-4 MH: 15

2.7

3.3 3.4

0.1

1.8

EXISTING XP-4 RETAIL TO MH: 15 REMAIN

0.1 0.1 0.1

XP-4 MH: 15

0.2 0.2 0.2 0.2

XP-4 MH: 15

0.3

0.7

1.4

1.9

2.0

1.9

1.4

1.8

2.4

3.2

4.6

5.8

6.0

6.1

0.2 0.3

0.6

1.4

1.9

2.4

3.3

1.3

1.6

2.3

3.2

4.7

6.2

8.3

8.2

0.2 0.2

0.5

1.2

1.7

2.7

4.1

1.6

2.3

3.1

4.6

6.3

9.0

0.2 0.2

0.5

1.2

1.7

2.6

4.0

1.6

2.3

3.2

4.3

6.1

0.2 0.2

0.5

1.3

2.0

2.3

2.6

1.4

1.7

2.3

3.2

4.8

0.2 0.2

0.5

1.1

1.8

1.9

2.0

1.2

1.5

1.9

2.6

3.8

0.2 0.2

0.4

1.1

1.8

2.3

2.7

1.4

1.2

1.5

2.1

2.9

0.3

0.9

1.5

2.2

3.2

2.4

1.2

1.6

2.1

0.3

0.9

1.5

2.1

3.2

2.5

1.1

1.5

0.4

0.9

1.8

2.2

2.6

1.7

1.0

0.4

0.9

1.6

1.9

1.4

0.3

0.8

1.6

2.1

2.5

2.3

0.3

0.7

1.4

1.9

3.0

4.2

0.2

0.6

1.3

1.8

2.9

4.5

0.3

0.7

1.5

2.0

2.6

2.9

0.2 0.3

0.6

1.4

2.0

1.9

0.2

XP-4 MH: 15

4.2

LOT 9 3.6

3.8

2.8

2.1

1.7

1.5

1.4

1.3

1.5

1.7

2.1

2.7

3.6

3.1

3.4

3.5

3.2

3.6

2.6

2.0

1.5

1.2

0.9

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0

4.9

3.3

2.5

2.0

1.7

1.5

1.4

1.3

1.4

1.6

2.0

2.5

3.2

4.4

4.5

4.6

4.5

3.3

2.7

2.2

1.7

1.3

1.0

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

5M-30L-3 MH: 30

5M-30L-2 MH: 30

5.9

4.1

3.2

2.4

1.9

1.6

1.5

1.4

1.6

2.0

2.6

3.5

4.6

6.2

6.4

4.8

3.7

2.8

2.4

2.0

1.7

1.2

0.9

0.7

0.5

0.4

0.3

0.2

0.1

0.0

6.1

4.5

3.2

2.4

1.9

1.6

1.5

1.4

1.5

1.6

2.0

2.6

3.5

4.7

6.3

6.4

5.0

4.1

3.2

2.7

2.4

2.2

1.7

1.1

0.8

0.6

0.5

0.4

0.3

0.2

0.1

0.0

8.8

6.2

4.6

3.2

2.5

1.9

1.7

1.6

1.5

1.6

1.7

2.1

2.7

3.4

4.7

4.9

5.0

4.2

3.6

3.2

2.8

2.7

2.4

1.6

1.0

0.8

0.7

0.6

0.4

0.3

0.2

0.1

0.0

6.6

6.5

6.1

4.4

3.4

2.6

2.1

1.8

1.7

1.9

2.2

2.8

3.9

3.6

4.0

4.1

3.9

4.6

4.2

3.7

3.2

3.1

3.4

2.8

1.6

1.1

1.0

0.7

0.4

0.3

0.2

0.1

0.0

4.7

5.4

5.2

4.5

5.2

3.7

2.8

2.3

2.0

1.9

2.0

2.2

2.6

3.3

3.1

3.3

3.5

4.2

4.0

3.5

4.4

5.2

3.3

1.7

1.2

0.8

0.5

0.4

0.3

0.2

ACCESS 0.1 0.1EASEMENT 0.1 0.1

0.0

4.0

3.4

3.6

4.2

3.4

2.5

2.1

1.9

2.2

2.4

2.3

2.5

2.9

3.2

2.8

2.9

2.7

2.6

2.8

3.3

3.6

3.5

3.9

5.0

7.1

6.6

2.9

1.5

1.0

0.8

0.5

0.3

0.2

0.1

0.0

3.4

2.9

2.7

2.6

2.7

2.8

3.2

2.8

2.3

2.0

1.8

1.9

2.1

2.5

2.8

3.0

2.7

2.8

2.2

2.0

2.3

2.7

3.0

3.2

3.7

4.9

7.5

8.2

5.2

2.0

1.1

0.8

0.5

0.3

0.2

0.1

0.0

2.5

2.3

2.1

2.3

2.5

2.7

2.6

2.3

2.0

1.9

6.8

2.8

1.2

0.8

0.5

0.3

0.2

0.1

0.0

1.9

2.1

2.0

1.9

1.8

1.9

2.0

2.1

2.2

2.3

2.2

2.0

1.9

5.8

3.6

1.4

0.8

0.5

0.4

0.3

0.2

0.1

0.0

1.3

1.6

1.7

1.8

1.7

1.8

1.9

2.0

2.1

2.0

0.9

1.1

1.3

1.5

1.7

1.8

1.7

1.8

1.9

2.0

2.1

0.8

1.0

1.1

1.4

1.6

1.9

1.8

1.9

2.1

0.7

0.8

1.0

1.2

1.6

1.9

2.2

2.0

2.1

2.2

0.6

0.7

0.9

1.1

1.4

1.8

2.4

2.8

2.4

2.5

0.5

0.7

0.8

1.0

1.2

1.6

2.0

2.8

3.4

2.9

3.1

3.3

0.8

0.9

1.1

1.4

1.8

2.4

3.2

4.1

4.4

XP-4 MH: 15

0.2

PARKING LOT

0.2

0.5 1.2 61 .76 ' 1.0 1.7

.L 35' B.S

0.2

24.46'

0.2

28.51'

0.1

49.76'

0.1 0.1 0.1 0.1

Pole Schedule (4) SSS-4-11-27-CW-BS-1D-C-__ (27' X 4" X 11ga STEEL SQUARE POLE) Proposed poles meet 120 MPH sustained winds. Additional Equipment: (16) OSQ-ML-B-DA-__ (Direct Arm Mount)

5M-30L-2 MH: 30

NT ACCESS EASEME

PARKING LOT

0.0

5M-30L MH: 30

CHICK-FIL-A PKG LOT

3M-30L MH: 30

1.9

2.0

2.3

2.8

3.3

3.2

3.1

2.3

2.0

1.7

1.6

1.8

2.2

2.6

2.8

3.2

4.2

6.1

7.8

1.9

2.1

2.3

2.8

3.3

3.8

3.7

3.0

2.3

1.8

1.5

1.3

1.4

1.7

2.2

2.6

2.7

3.3

4.3

5.6

2.0

2.1

2.3

2.7

3.2

4.0

3.8

2.9

2.3

1.7

1.4

1.2

1.3

1.6

2.1

2.3

2.5

3.2

3.7

3.9

3.4

1.9

1.0

0.6

0.4

0.3

0.2

0.1

0.0

2.2

2.1

2.3

2.6

3.1

3.0

2.8

2.1

1.7

1.3

1.1

1.0

1.2

1.6

2.0

2.1

2.6

3.0

2.9

2.2

1.4

0.8

0.5

0.4

0.3

0.2

0.1

0.0

2.3

2.4

2.3

2.2

2.3

2.8

2.7

2.9

2.6

2.2

2.3

1.7

2.3

2.8

2.7

2.3

2.2

2.6

2.7

2.5

2.4

2.3

2.0

1.8

2.6

2.9

3.2

2.6

2.3

2.2

2.4

2.6

2.5

2.4

2.3

2.0

1.7

1.6

LOTCOMMERCIA 10 L

3.2

3.8

2.8

2.4

2.2

2.3

2.4

2.5

2.6

2.4

2.3

1.9

1.6

4.4

3.4

2.7

2.3

2.1

2.2

2.3

2.6

2.8

2.9

2.6

2.5

2.4

0.2

0.2 0.2

0.6

1.3

2.0

0.2 0.2

0.5

1.2

0.2 0.2

0.4

0.2 0.2 0.2 0.2

NT ACCESS EASEME

0.2

2 STORY BRICK

0.2

XP-4 MH: 15

EXISTING RETAIL TO XP-4 MH: 15 REMAIN

2.5

1.7

2.4

3.9

1.1

1.6

2.6

3.6

0.4

1.1

1.7

2.3

3.4

0.5

1.1

1.9

2.1

0.5

1.1

1.8

2.1

2.2

1.4

0.4

1.0

1.7

2.2

3.2

2.4

0.3

0.9

1.6

2.3

3.4

3.2

0.3

0.9

1.7

2.4

3.6

3.2

0.7

0.8

0.7

0.4

0.9

1.8

2.3

2.5

2.1

0.9

1.0

1.2

1.3

0.5

0.9

1.4

1.5

1.4

1.3

1.4

1.6

1.0

1.4

1.6

1.5

1.3

1.2

1.4

1.6

1.9

2.0

0.2 0.2

EXCEPTION TO BLANKET EASEMENT

2.2

0.2

CREE LIGHTIN G

_______________________ A COMPANY OF IDEAL INDUSTRIES, INC. 9201 Washington Ave, Racine, WI 53406 https://creelighting.com - (800) 236-6800

Illumination results shown on this lighting design are based on project parameters provided to Cree Lighting used inconjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from these design parameters may affect field results. The customer is responsible for verifying dimensional accuracy along with compliance with any applicable electrical, lighting,or energy code.

BUILDING

0.2

0.9

1.0

1.3

1.7

2.3

3.1

4.4

5.7

6.0

0.8

1.0

1.2

1.7

2.3

3.0

4.3

6.0

6.5

0.8

1.0

1.2

1.7

2.3

3.0

4.4

4.8

0.8

1.0

1.3

1.7

2.3

3.3

3.7

0.8

1.1

1.4

1.9

2.7

3.2

0.8

1.1

1.5

2.0

2.6

0.9

1.1

1.5

1.9

0.9

1.2

1.5

1.1

1.2

1.4

1.6

1.7

1.8

1.9

2.1

2.2

2.4

XP-4 MH: 15

5M-30L-2 MH: 30

2.8

2.9

2.8

2.4

1.7

1.0

0.6

0.5

0.3

0.2

0.1

0.0

2.2

2.9

3.1

2.9

2.5

2.0

1.3

0.8

0.6

0.3

0.2

0.1

0.0

2.3

2.8

3.0

2.6

2.1

1.5

1.0

0.6

0.4

0.2

0.1

0.0

2.5

2.7

2.8

2.9

2.6

2.2

1.7

1.1

0.6

0.3

0.2

0.1

0.0

2.0

2.5

2.7

3.0

2.8

2.6

2.3

1.7

1.0

0.5

0.3

0.2

0.1

0.0

2.9

3.4

3.7

3.6

3.3

2.4

1.4

0.8

0.5

0.3

0.2

0.1

0.0

WITH

4.7

3.8

2.7

2.3

2.0

2.2

2.5

2.7

2.8

2.9

2.8

2.7

2.6

4.8

4.0

2.8

2.3

1.9

1.8

2.0

2.4

2.8

3.1

3.2

3.5

3.6

3.3

2.9

4.8

4.6

3.7

2.9

2.4

2.0

1.8

1.9

2.1

2.6

3.3

4.3

4.9

5.0

4.6

3.8

3.3

2.8

2.7

2.8

4.0

3.9

3.6

4.0

3.3

2.6

2.1

1.9

1.8

2.1

2.8

4.9

7.0

7.8

6.9

5.2

4.2

3.6

3.4

2.9

3.0

3.4

3.0

2.4

2.0

1.9

2.2

3.4

6.5

8.8

7.0

5.0

4.3

2.5

2.6

2.8

2.7

2.8

2.9

2.5

2.2

2.0

2.3

2.6

3.5

5.7

7.9

7.3

5.5

2.1

2.0

2.1

2.3

2.6

2.8

2.7

2.6

2.4

2.3

2.2

2.4

2.6

2.5

2.9

3.8

4.9

1.7

1.8

1.9

2.1

2.6

3.1

2.8

2.7

2.6

2.7

2.9

2.6

2.1

2.2

1.5

1.6

1.7

1.8

1.9

2.1

2.4

3.0

3.7

3.2

3.1

3.0

3.4

2.9

2.2

1.8

1.9

1.7

1.8

1.9

2.0

2.1

2.3

2.7

3.3

4.2

4.3

4.1

4.0

3.1

2.4

1.9

2.2

2.3

2.2

2.1

2.3

2.7

3.1

4.4

4.9

5.2

4.7

4.1

2.8

2.2

1.7

2.5

2.4

2.3

2.4

2.2

2.3

2.6

3.0

4.3

5.5

6.9

5.3

4.1

2.6

2.1

1.6

2.3

2.5

2.7

3.6

4.6

5.4

5.6

4.1

2.1

1.1

0.7

0.5

0.4

0.3

0.2

0.1

0.0

2.9

3.4

4.7

6.6

8.1

7.1

3.8

1.6

1.1

0.7

0.5

0.4

0.3

0.2

0.1

0.0

3.4

3.5

3.3

3.4

4.1

5.7

8.4

8.8

5.9

2.7

1.6

1.1

0.8

0.5

0.4

0.3

0.2

0.1

0.0

4.1

4.2

4.1

3.8

4.4

6.2

7.9

6.6

3.5

2.4

1.8

1.3

0.8

0.6

0.4

0.3

0.2

0.1

0.0

4.5

4.8

4.7

4.3

4.0

4.5

5.7

5.5

3.7

2.9

2.2

1.6

1.2

0.9

0.6

0.4

0.3

0.2

0.1

0.0

4.8

4.4

4.6

5.1

4.6

4.4

4.3

4.5

4.3

3.4

2.8

2.1

1.5

1.1

0.8

0.6

0.4

0.3

0.2

0.1

0.0

2.4

3.0

3.5

3.9

4.6

5.0

4.5

4.2

3.6

3.7

3.2

2.4

1.9

1.4

1.1

0.8

0.6

0.4

0.3

0.2

0.1

0.0

1.7

1.9

2.4

3.1

3.8

4.5

5.2

5.5

5.1

4.3

3.6

2.7

2.1

1.7

1.4

1.1

0.9

0.6

0.4

0.3

0.2

0.1

0.0

3M-30L MH: 30

ROAD OLD CHECKER

3M-30L MH: 30

1.6

1.5

1.4

1.5

1.8

2.4

3.2

4.1

5.1

6.0

5.7

4.6

3.5

2.7

2.1

1.6

1.4

1.2

1.0

0.7

0.4

0.3

0.2

0.1

0.0

1.5

1.4

1.3

1.5

2.1

2.7

3.7

4.8

6.6

6.4

4.6

3.5

2.7

2.2

1.8

1.6

1.5

1.2

0.8

0.5

0.3

0.2

0.1

0.0

1.3

1.2

1.3

1.5

1.9

2.5

3.3

4.3

5.1

4.6

3.5

3.0

2.6

2.2

1.9

1.8

1.5

0.9

0.5

0.3

0.2

0.1

0.0

NT ACCESS EASEME 1.3 1.2 1.2 1.2

1.2

1.3

1.5

1.9

2.4

3.4

4.1

4.2

3.9

3.7

3.2

2.9

2.7

2.4

2.2

1.8

1.0

0.5

0.4

0.3

0.2

0.1

0.0

2.0

2.2

2.3

1.9

1.7

1.5

1.7

2.0

2.1

2.5

3.0

3.4

3.5

3.3

3.0

2.7

2.6

2.7

2.5

2.2

2.5

2.9

4.4

5.0

5.5

4.8

4.1

2.6

2.0

1.5

2.7

2.9

2.8

2.4

1.6

1.5

1.7

1.9

2.3

3.0

4.2

5.4

5.8

5.1

4.0

3.1

2.7

2.6

2.4

2.2

2.4

2.9

3.9

4.2

4.0

4.1

3.6

2.5

2.0

1.5

1.3

1.2

1.1

1.2

1.3

1.6

2.0

2.7

2.6

2.4

2.5

2.8

3.6

3.2

3.0

2.7

2.6

2.1

1.1

0.6

0.4

0.3

0.2

0.1

0.0

2.9

2.8

3.3

4.0

2.5

1.5

1.3

1.5

1.8

2.4

3.8

5.7

7.4

7.9

7.3

5.5

3.8

2.8

2.5

2.3

2.2

2.3

2.6

3.3

2.7

2.6

2.8

2.9

2.1

1.6

1.3

1.2

1.1

1.2

1.3

1.7

2.1

2.3

1.8

1.9

2.2

2.7

3.5

3.4

3.1

3.0

3.3

2.9

1.4

0.7

0.5

0.3

0.2

0.1

0.0

3.7

2.7

3.7

4.4

2.2

1.0

0.8

0.9

1.0

1.4

2.2

3.8

5.5

6.4

6.2

4.9

3.4

2.6

2.3

2.2

2.4

2.7

2.4

2.1

2.0

2.5

2.3

1.7

1.3

1.1

1.0

1.1

1.3

1.6

1.7

1.5

1.4

1.3

1.4

1.7

2.2

2.9

3.2

3.4

3.6

4.5

2.0

0.9

0.6

0.5

0.3

0.2

0.1

0.0

4.0

4.7

4.3

4.7

1.6

0.5

0.3

0.4

0.5

0.6

0.9

1.3

1.8

2.1

1.8

1.5

1.4

1.5

1.7

1.8

2.0

1.7

1.5

1.4

1.5

1.7

1.9

1.7

1.3

1.1

1.0

1.2

1.3

1.2

1.1

1.0

1.1

1.3

1.9

2.6

2.9

3.4

4.3

6.2

6.5

2.8

1.2

0.9

0.6

0.3

0.2

0.1

0.0

4.3

4.9

5.3

4.5

4.1

0.8

0.3

0.2

0.3

0.4

0.6

0.8

1.0

1.1

0.9

1.0

1.1

1.3

1.4

1.3

1.2

1.1

1.0

1.1

1.2

1.4

1.2

1.0

0.9

1.0

0.9

0.8

0.9

1.1

1.6

2.4

2.6

3.3

4.7

7.4

7.8

3.6

1.4

0.8

0.5

0.3

0.2

0.1

0.0

4.2

5.6

4.1

5.3

2.1

0.4

0.2

0.3

0.4

0.7

0.6

0.9

0.7

0.6

0.7

0.8

0.9

1.0

0.9

0.8

0.9

1.0

1.1

1.0

0.9

0.8

0.7

0.8

1.0

1.5

2.1

2.4

3.1

4.5

7.3

7.9

3.8

1.4

0.8

0.5

0.3

0.2

0.1

0.0

2.4

3.7

4.6

4.9

3.6

0.7

0.2

0.1

0.2

0.3

0.4

0.6

0.5

0.6

0.7

0.8

0.7

0.6

0.7

0.8

1.3

1.9

2.2

2.7

3.9

5.9

6.7

3.4

1.3

0.8

0.6

0.4

0.2

0.1

0.0

3.0

3.7

4.6

4.3

1.2

0.3

0.2

0.1

0.2

0.3

0.4

0.5

0.6

0.5

0.4

0.5

0.7

1.1

1.7

1.9

2.3

3.1

4.0

4.8

2.6

1.0

0.6

0.4

0.3

0.2

0.1

0.0

3.4

4.3

3.4

1.6

0.4

0.2

0.1

0.2

0.3

0.4

0.5

0.4

0.3

0.4

0.6

1.0

1.5

1.7

2.0

2.4

2.7

3.1

1.8

0.7

0.4

0.3

0.2

0.1

0.0

Project Name: Buffalo Grove Chick-Fil-a Site Town Center CASE #: 00493851

2.1

Footcandles calculated at grade

Filename: 220428DL1CIS.AGI

DRIVE-THRU

Layout By: Chris Schlitz Date:4/28/2022

Scale 1" = 40' 0

160

DEVELOPMENT PLANS RESIDENTIAL Site Plan

PUD SUBMITTAL

DEVELOPMENT PLANS RESIDENTIAL THE CLOVE BUFFALO GROVE, IL

Nicole Woods, AICP Director of Community Development Village of Buffalo Grove 50 Raupp Boulevard Buffalo Grove, IL 60089

May 10, 2022

Re: The Clove Building Height Adjustment,

Nicole, As we continue to advance construction documents for The Clove residential apartment building our design team has requested an additional 2-0 heigh variance changing the originally submitted overall building height from 84’-6” to 86-6”. The design process has advanced from the conceptual drawing stage to working construction documents involving additional design consultants including the structural engineer who has found they need deeper floor and roof trusses. The truss depth increase accounts for the majority of the height request with the remaining height being added to the parapet to provide better angulation and flashing details for at the roof to wall area and building coping. There are no other changes to the exterior of the building. Please feel free to contact me directly if there are any questions or additional issues that need to be addressed regarding this issue.

Sincerely,

Jim Wells Jim Wells Sr. Vice President, Development Urban Street Group, LLC. 847-942-0841 Cell jwells@urbanstreetgroup.com as agent for BGA Residential, LLC.

2250 PROGRESS PARKWAY| SCHAUMBURG, IL 60173 P 312.726.9966 | F 312.726.6777 | URBANSTREETGROUP.COM

Exterior Elevations

Mixed- Use Retail & Residential Building Main Roof (+) 81'-6"

Exterior Materials (Typical) :----- Building Signage

Residential 07 (+) 70'-2"

C> "iii

:r:

C>,

.!: 'I' "C ·5 CX)

- "' �

Residential 06 (+) 59'-2" Residential 05 (+) 48'-2" Residential 04 (+) 37'-2"

Residential 03 (+) 26'-2"

�--Aluminum Storefront

Residential 02 (+) 15'-2" Entry Level 01 + 0'-0"

South Elevation

Scale= 1 :20

URBAN

TR E

GROUP LLC

The drawings presented are illustrative of character and design intent only, and are subject to change based upon final design considerations (i.e. applicable codes, structural, and MEP design requirements, unit plan I floor plan changes, etc.) © 2022 BSB Design, Inc.

Buffalo Grove Town Center Buffalo Grove, IL

May 6, 2022 I MU210689.00

BSB DESIGN

BSBDESIGN.COM

DEVELOPMENT PLANS RESIDENTIAL Landscape Plan

PUD SUBMITTAL

DEVELOPMENT PLANS RESIDENTIAL THE CLOVE BUFFALO GROVE, IL

DEVELOPMENT PLANS RESIDENTIAL Architecture/Renderings

PUD SUBMITTAL

DEVELOPMENT PLANS RESIDENTIAL THE CLOVE BUFFALO GROVE, IL

Nicole Woods, AICP Director of Community Development Village of Buffalo Grove 50 Raupp Boulevard Buffalo Grove, IL 60089

May 10, 2022

Re: The Clove Building Height Adjustment,

Sincerely,

Jim Wells Jim Wells Sr. Vice President, Development Urban Street Group, LLC. 847-942-0841 Cell jwells@urbanstreetgroup.com as agent for BGA Residential, LLC.

2250 PROGRESS PARKWAY| SCHAUMBURG, IL 60173 P 312.726.9966 | F 312.726.6777 | URBANSTREETGROUP.COM

Mixed- Use Retail & Residential Building Main Roof (+) 81'-6"

Exterior Materials (Typical) :----- Building Signage

Residential 07 (+) 70'-2"

C> "iii

:r:

C>,

.!: 'I' "C ·5 CX)

- "' �

Residential 06 (+) 59'-2" Residential 05 (+) 48'-2" Residential 04 (+) 37'-2"

Residential 03 (+) 26'-2"

�--Aluminum Storefront

Residential 02 (+) 15'-2" Entry Level 01 + 0'-0"

South Elevation

Scale= 1 :20

URBAN

TR E

GROUP LLC

Buffalo Grove Town Center Buffalo Grove, IL

May 6, 2022 I MU210689.00

BSB DESIGN

BSBDESIGN.COM

Exterior Elevations

DEVELOPMENT PLANS RESIDENTIAL Student Impact

PUD SUBMITTAL

DEVELOPMENT PLANS RESIDENTIAL THE CLOVE BUFFALO GROVE, IL

TO:

Mr. Jon Dennis Urban Street Group

FROM:

Linda Goodman, Principal Zach Lowe, Senior Consultant

DATE:

March 7, 2022

RE:

Analysis of Student Generation – Buffalo Grove Town Center

At the request of UrbanStreet Group, Goodman Williams Group investigated the potential impact of the redevelopment of a portion of the Buffalo Grove Town Center on area primary and secondary schools. Specifically focusing on the proposed development of 297 new market-rate, non-age restricted rental apartments, this memorandum provides a summary of our findings, along with a forecast of the number of students likely to live in the new units. Our analysis utilizes the unit size, mix, configuration and other product details included in the February 16, 2022 Project Summary provided by UrbanStreet Group. With the current analysis, Goodman Williams Group concludes that the Buffalo Grove Town Center development is likely to generate a total of eleven students (i.e., children between the ages of five and nineteen). While many of these students will attend area public schools, some may also attend area parochial or private schools.

Site and Development Plan UrbanStreet Group is negotiating to acquire a 4.4-acre property in Buffalo Grove, IL at the northwest corner of Lake Cook Road and McHenry Road to construct 297 multifamily residential units, together with associated parking and related building and community amenities. The multifamily development will be the center of a larger 22-acre retail lifestyle redevelopment site that will include approximately 136,000 square feet of retail, including a newly built 35,000 square foot Amazon Fresh grocery store, as well as a new one-acre park that will be donated to the Village. The development will occupy a site on the northwest corner of Lake Cook Road and McHenry Road and will be accessible directly off McHenry Road (Route 83), as well as Lake Cook Road and Buffalo Grove Road. Located approximately 30 miles northwest of Chicago’s Loop, the site is well-served by area automotive transportation networks and boasts high accessibility and visibility.

Student Generation Buffalo Grove Town Center

p. 2

The first phase of the current redevelopment plans for Buffalo Grove Town Center calls for the demolition of the existing shopping center and the construction of a seven-story building with 16,200 square feet of retail on the ground floor and rental apartments on floors two through seven. Additional redevelopment plans include new food and beverage offerings, outdoor amenities, and ample parking for residents and shoppers. As currently conceived, the new development will include 297 units in one seven-story building, with an adjacent four-story parking structure providing 558 parking spaces. The residential development will be highly amenitized, including a community clubhouse, swimming pool, fitness center, café, demonstration kitchen, business offices, outdoor grilling, and dog area. In consideration of anticipated impacts on area schools, UrbanStreet Group has agreed to pay a $54,000 school impact fee. Figure 1: Buffalo Grove Town Center Site Plan

Source: UrbanStreet Group

A mix of one-, two and three-bedroom unit types will be offered, some with dens. Average proposed rents range from $1,790 to $3,815. The average plan size is 1,130 square feet, yielding an average rent of $2.43 per square foot. More details on the unit information can be seen in Table 1 on page 3.

Student Generation Buffalo Grove Town Center

p. 3

Table 1 Buffalo Grove Town Center Unit Information Unit Type

# Units

% Mix

Average SF

Rent/Mo/Unit

Rent/SF

1 BR / 1 BA

176

59%

615 – 921

$2,120 - $2,4400

$2.22 - $2.49

1 BR / 1 BA + den

10%

1,010

$2,660 - $2,650

$2.35 - $2.39

2 BR / 2 BA

27%

1,246 – 1,559

$2,645 - $3,750

$2.33 - $2.47

3 BR / 2 BA

1,688

$3,215 - $3,815

$2.56 - $2.58

Totals/Average

297

100%

1,130

$2,542

$2.43

Source: UrbanStreet Group

Public Schools The subject site is served by Aptakisic-Tripp School District #102 (kindergarten through eighth grade) and Adlai Stevenson School District #125 (ninth through twelfth grade). Public school students living within the proposed development will attend Tripp Elementary School (kindergarten through third grade), Meridian School (fourth through fifth grade), Aptakisic Junior High School (sixth through eighth grade), and Stevenson High School (ninth through twelfth grade). The schools within both districts are widely considered to be exceptional. Table 2 Public Schools in School Districts #102 and #125 School District / School

Grades

# Students (2021)

Tripp Elementary School

K-3

554

Meridian School

4–5

647

Aptakisic Junior High

6-8

755

9 – 12

4,310

Aptakisic-Tripp School District #102

Adlai E Stevenson High School District #125 Stevenson High School Source: greatschools.org

Student Generation Buffalo Grove Town Center

p. 4

Methodology The fundamental measure of likely impacts on area schools utilized in this assignment is the number of school-age children (those aged 5-19 years) who are likely to reside within the new development and who would be considered incremental additions to the school system. In order to estimate this number, Goodman Williams Group analyzed apartment developments located throughout the region deemed comparable to what is planned for the subject site and for whom decennial Census data is available at the block level. Comparability was determined on the basis of three factors: 1) Age of development (all were built after 2000); 2) Locational attributes (all are situated in suburban locations near primary thoroughfares proximate to major regional concentrations of employment); and 3) Product type (all are “luxury style” mixed-use and/or mid-rise buildings featuring a high level of features, finishes, and building amenities). Our methodology involves using the most recent Decennial Census data available (2010) where the actual block level matches the boundaries of the comparable apartment development. That allows us to get actual data from the Census on the number of school age-children who lived in the apartments in 2010. Four comparable developments were considered for this analysis, two of which are located within the northern suburbs of Glenview and Buffalo Grove, with the other two located in the western suburbs of Oakbrook Terrace and Downers Grove. It should be noted that this methodology, while highly accurate in allowing us to construct a picture of resident mix in 2010, does not allow us to include comparable apartment developments completed post 2010, since neither the Census Bureau’s annual American Community Survey, nor private demographic data sources like Esri Business Analyst, have current estimates of the demographics at the block level. (Additionally, 2020 Decennial Census data will not be released at the block level until later this year.) Therefore, some nearby developments completed after 2010 that may be considered comparable in terms of product type and vintage are not included in this analysis. It is assumed that virtually all school-age children live in units with two or more bedrooms. (This is born out in our review of secondary research on the subject of school impacts of multifamily housing, as discussed below.) Therefore, the number of school-age children living within each comparable apartment development was divided by an estimate of the number of occupied units with two or more bedrooms to create a ratio representing the number of children per multibedroom unit. Occupancy data was derived from the Census, while data from CoStar provided unit mix characteristics for the apartment comparables. Note that, while occupancy data by unit type is not available, it is assumed that actual occupancies across each development at the time of the Census closely reflected the unit mix within the development.

Student Generation Buffalo Grove Town Center

p. 5

Findings Our analyses revealed that the number of school-age children living within area apartment developments comparable to those planned for the subject site is quite low. Specifically, the number of school-age children living in multi-bedroom apartment units ranged from 0.05 to 0.21 per unit. On average, school-age children made up 4.1% of all apartment residents. By contrast, across the Chicago metropolitan region as a whole, school-age children made up 21.2% of the population at the time of the 2010 Census. A closer look at the Census Data reveals that more than half (56.7%) of the 30 school age children living in the comparable apartment buildings were 5-14 years of age at the time of data collection and would most likely have attended a primary school. A smaller percentage (43.3%) were aged 15-19 and would likely have attended high school.

Attribute Location Year Built Stories Avg. Unit Size Total Units Studio 1-Bed 2-Bed 3-Bed

Table 3 Summary of Rental Apartment Comparables Aloft at Glen Regency Residences at Riverwalk Town Center Place the Grove Place Glenview Oakbrook Downers Buffalo Terrace Grove Grove 2004 2007 2008 2006 3 5 7 7 1,032 1,199 1,004 1,131

Average 1,092

181 0 115 66 0

112 0 40 56 16

294 21 144 129 0

90 0 50 40 0

169 5 87 73 4

160

188

124

Total Residents Children Age 5-19 Per Units w/ 2+ BR

245 12 0.21

140 12 0.21

265 4 0.05

86 2 0.08

184 8 0.13

Percent of All Residents

4.9%

8.6%

1.5%

2.3%

4.1%

Occupied Units (2010 Census) Estimated Occupied Units w/ 2+ BR

Sources: U.S. Census Bureau, CoStar, Goodman Williams Group

Student Generation Buffalo Grove Town Center Figure 2: Map of Rental Apartment Comparables

Source: Goodman Williams Group

p. 6

Student Generation Buffalo Grove Town Center

p. 7

All of the comparable developments are located within school districts that are generally considered good to very good. As one measure of district quality, the website SchoolDigger.com ranks all school districts within the state by student performance on standardized tests. As shown in the following table, out of 736 school districts within the state, the highest ranking elementary district among the comparables set is Glenview Community Consolidated School District 34, ranked 98th. The highest ranking high school district is Adlai E. Stevenson High School District, ranked fifth. (Ranking data for Aptakisic-Tripp Central Consolidated School District 102, which serves both Riverwalk Place and the subject site, is not available.)

Table 4 School District Rankings – Comparable Developments Development

School District

Rank*

Aloft at Glen Town Center

Glenview Community Consolidated School District 34 Northfield TWP HS District 225

98 14

Regency Place

School District 45 DuPage County DuPage High School District 88

398 183

Residences at the Grove

Lombard School District 44 Glenbard Township High School 87

182 109

Riverwalk Place

Aptakisic—Tripp Consolidated School District 1012 Adlai E Stevenson High School District 125

N/A 5

Subject Site

Aptakisic—Tripp Consolidated School District 1012 Adlai E Stevenson High School District 125

N/A 5

*Of 736 Illinois School Districts Source: schooldigger.com

Student Generation Buffalo Grove Town Center

p. 8

Conclusions The investigation detailed in this memorandum suggests that student generation for new, luxurystyle apartment units in suburban Chicago is quite low relative to many other forms of housing. According to current plans, 91 of the 297 units to be developed at Buffalo Grove Town Center will contain two or more bedrooms. Of these, 87 are expected to be occupied once stabilized occupancy has been achieved (here defined as 95%). Based on the average number of schoolage children found within the comparable area apartment developments, we thus estimate that the proposed apartments will generate eleven students. In accordance with comparable averages, of the eleven students generated, slightly more than half at any given time can expected to be of primary school age, while the remainder will be of high school age. While most are likely to attend public schools, some may also attend area parochial or private schools. Table 5 Projected Student Generation in Buffalo Grove Town Center Total Units 1-Bedroom 2-Bedroom 3-Bedroom

297 206 79 12

Two or More Bedrooms Occupied*

Estimated School-Age Children per 2 Bedroom Unit

0.13

Total School-Age Children at Stabilized Occupancy (rounded)

11.0

*Based on 95% stabilized occupancy Source: Goodman Williams Group

Student Generation Buffalo Grove Town Center

p. 9

Additional Demographic Analysis While block level data are not yet available from the Census Bureau beyond the 2010 Decennial Census, an analysis of Public Use Microdata Sample (PUMS) files from the American Community Survey allows us to further corroborate our primary findings with supporting evidence. These data are available at the Public Use Microdata Area (PUMA) and state levels. The subject site is located in the Lake County--Vernon, Moraine, West Deerfield & Libertyville (Southeast) Townships PUMA (number 03310), outlined in green in the map below. Figure 3: Lake County – Vernon Public Use Microdata Area (PUMA)

Buffalo Grove Town Center

Source: U.S Census Bureau, American Community Survey Estimates 2015 - 2019

As of the 2019 ACS, the Census Bureau estimated that 27,733 children between the ages of five and 18 lived within this PUMA, or 20.6% of the total PUMA population. Of these, 364 lived in multifamily buildings (including both rental and ownership units) with 20 or more units. There were a total of 5,887 units of this type in the PUMA, yielding a total of .06 students per unit (roughly six students per 100 units). For the state as a whole, this number stands at .09 students per unit (nine students per 100 units). Noting that this figure encompasses multifamily units of all unit types (i.e., including studio and one-bedroom units that generally house few, if any, school-age children), our somewhat higher forecast of 0.13 students per two-bedroom unit at Buffalo Grove Town Center is considered justified. (Note further that among the comparables analyzed, the average number of school-age children per development stood at eight, while the average number of occupied units of all types stood at 124 – yielding an average of 0.06 school-age children per unit among all unit types.)

Student Generation Buffalo Grove Town Center

p. 10

Table 5 School Age Children by Dwelling Structure Type in Lake County-Vernon PUMA School-Age Children* Structure Type

Units

Total

Per Unit

Per 100 Units

0.00

0.0

One-family house detached

34,298

21,893

0.64

63.8

One-family house attached

6,087

2,823

0.46

46.4

Multifamily, less than 20 units

5,346

2,512

0.47

47.0

Multifamily, 20 or more units

5,887

364

0.06

6.2

141

Mobile home or trailer

N/A *5-18 years old

Source: 2019 American Community Survey, 5-year estimates; Goodman Williams Group.

Recent Multifamily Experience and Supporting Research It has been our experience, in analyzing apartment developments across the Chicago region, that newer market rate multifamily suburban rental developments attract few families with children. Generally speaking, parents choose less dense housing (in both rental and ownership forms) that offers the additional living space and/or private outdoor space that are desirable for child-rearing. This is amply evident in our analysis of comparable multifamily developments region-wide. It is particularly true within the luxury apartment segment in the suburbs, where rents are often equal to or even higher than monthly housing costs for many ownership homes. Additionally, anecdotal evidence suggests that the aging of the regional population is in many ways changing the market profile of many higher-end apartment developments, with empty nesters and retirees representing an increasingly important target market. In fact, some developers and managers of apartment properties within the Chicago Metro have reported recently that older households now represent up to 50% of the tenant base for some newer developments, particularly within the northern and western suburbs. Moreover, a growing body of secondary research on the subject of multifamily housing impacts on schools and other municipal services corroborates this experience. For example, a 2005 Urban Land Institute report notes that, “multifamily housing attracts predominantly childless couples, singles, and empty nesters.” 1 Similarly, a 2014 report from the Multifamily Housing Council found

Haughey, Richard M. “Higher-Density Development: Myth and Fact.” ULI – The Urban Land Institute, 2005.

Student Generation Buffalo Grove Town Center

p. 11

that, “on average, there are significantly fewer children in apartments than in single-family homes, whether renter or owner-occupied. The difference is even greater among recently built homes.” 2 A 2007 paper published in the land economics journal Middle States Geographer shows that demographic shifts and lifestyle changes led to a significant reduction in the number of children living in multifamily housing in the late 1990s and early 2000s. This research found that while perceptions of negative impacts from higher-density housing on municipal services and public schools persist, they do so “despite overwhelming evidence that demographic shifts have changed the composition of multi-family households.” 3 A 2015 analysis from the National Association of Home Builders 4 utilized ACS data to demonstrate that new construction, in general, contributes fewer students to public schools than existing housing and that larger-scale developments contribute the fewest number of students to the public schools in their area. Specifically, the analysis found that, on average, multifamily rental developments with 20 or more units generated 21.0 school-age children per 100 units. However, that number fell to 11.0 school-age children per 100 units for new construction. Finally, these trends have been well-researched and documented over time. For example, a 1966 report by the American Society of Planning Officials (now the American Planning Association) analyzed 17 studies dealing with the impacts of multifamily housing on local schools in locations across the country demonstrated the significant and inverse relationship between rent level and student generation. Specifically, the studies analyzed showed that “conventional” (i.e., market rate) rental apartments produce, on average, far fewer than 0.5 students per two-bedroom unit, and essentially no students per one-bedroom unit. The report concluded that Luxury apartments tend to be occupied by families with few or no school-age children, while lowrent apartments are occupied by both large and small families with an average higher number of school-age children. The reason, of course, is that for low-income families low-rent apartments, often in public housing projects, may be the only housing alternative, while highincome families with children prefer single-family homes.

While this is a small sampling of available research on the municipal impacts of multifamily housing, the trends these reports discuss persist today and are evident in our findings. As a final note, we recognize that our conclusion of an estimated 11 school age children likely to reside in the subject property is lower that what the Village of Buffalo Grove has projected based on a formula in their municipal code. Nonetheless, we feel it is a realistic projection that is fully supported by the findings of our research and analysis as detailed in this report.

Obrinsky, Mark. “Apartments Versus Schools Redux.” National Multifamily Housing Council, 2014. Ives-Dewey, Dorothy. “The Multi-Family Myth: Exploring the Fiscal Impacts of Apartments in the Suburbs.” Middle States Geographer, 40, 39-46, 2007. 3

SIGNAGE PLAN Retail

PUD SUBMITTAL

SIGNAGE PLAN THE CLOVE BUFFALO GROVE, IL

Signage Types and Sizes Requested // THE CLOVE ALLOWED

PROPOSED

Tenant Frontage Eleva on # of Linear Feet of Sign Face (sf) Frontage Allowed (Eleva on Type ) Loca on Signs Site Signage *Frontage listed is property frontage Sign 1 1 124 120 Sign 2 1 2176 120 Sign 3 1 2176 120 Sign 4 1 2176 120 Sign 5 1 70 120 Lot 2 (GROCER) *Does not include parking lot signage for desginated parking or cart corrals GROCER Primary East 1 198 594 sf Secondary East 0 198 0 sf Secondary North 0 230 0 sf Secondary South 0 230 0 sf Temporary East 1 198 32 sf Lot 3 Guzman Y Gomez Guzman Y Gomez

1 1 1 1 1

156 sf 100 sf 132 sf 132 sf 192 sf

255 sf 0 sf 0 sf 0 sf 0 sf 0 sf

1 1 1 1 1 1 2 4

60 sf 64 sf 87 sf 56 sf 50 sf 60 sf 19 sf 23 sf

89 sf

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

64 sf 16 sf 72 sf 80 sf 64 sf 72 sf 96 sf 72 sf 108 sf 80 sf 68 sf 120 sf 80 sf 80 sf 120 sf

1 0 0 0 0 0

Primary Secondary Secondary Secondary Primary Secondary Primary Secondary Secondary Primary Secondary Secondary Primary Secondary Secondary

West West North East West East West South East West East South West East North

1 1 0 0 1 0 1 0 0 1 0 0 1 0 0

Typical Primary South Tenant Secondary Lot 9 (EXISTING RETAIL TO REMAIN)

East South

60 sf

Typical South Tenant North Lot 10 Future Tenant

Primary Secondary Secondary

East South North

60 sf

Primary Secondary Secondary Secondary

North East South West

MTB North - Tenant B MTB North - Tenant C

MTB South - Tenant A

MTB South - Tenant B

TOTAL1

EACH

315 sf 175 sf 196 sf 160 sf 196 sf

North North East South South West

33 33 75 33 21 21 32 73 32 33 33 73 29 27 73

# of Signs

1 1 1 1 1

Primary Primary Secondary Secondary Secondary Secondary Drivethru Sign Menu Sign

Lot 6 MTB North - Tenant A

85 85 40 85 85 40

Sign Face (sf) Requested 1

0 sf 0 sf 57 sf 0 sf 86 sf 0 sf 0 sf 89 sf 0 sf 0 sf 78 sf 0 sf 0 sf

Lot 7 // Ground Level Retail

156 sf 364 sf 192 sf

124 sf

253 sf 38 sf 90 sf 64 sf 16 sf 152 sf 64 sf 72 sf 96 sf 180 sf 80 sf 188 sf 80 sf 200 sf

4 sf per every 1 lf for 90% of frontage of each individual tenant space 1 120 sf 120 sf 4 sf per every 1 lf for 90% of frontage of each individual 1st and 2nd ﬂoor tenant space 1 120 sf 120 sf 2 120 sf 240 sf

1 1 1 1

120 sf 120 sf 120 sf 120 sf

120 sf

360 sf

EXTERIOR FINISHES SCRIPT SIGN

BR-B

EC-1

BR-A EC-1

BR-A

ALUMINIUM CANOPIES CP-1

BRICK VENEER COLOR: SLATE GREY SIZE: MODULAR

PREFINISHED METAL COPING COLOR: MIDNIGHT BRONZE

SCONSE LIGHTING CP-1

BR-B BRICK VENEER COLOR: RIDGEMAR SIZE: MODULAR

PREFINISHED METAL COLOR: DARK BRONZE

WEST ELEVATION

ST-1

1/8" = 1'-0"

STOREFRONT COLOR: DARK BRONZE BR-B

SCRIPT SIGN

SCONSE LIGHTING

EC-1

BR-A

MEAL PICKUP CANOPY CP-1

SOUTH ELEVATION

5/5/2022 8:49:57 AM DD-3

1/8" = 1'-0"

CHICK-FIL-A ELEVATION 05252, BUFFALO GROVE TOWN CENTER FSU, BUFFALO GROVE, IL

05/04/2022

BR-B

EXTERIOR FINISHES

EC-1 ICON SIGN

BR-A BR-A BRICK VENEER COLOR: SLATE GREY SIZE: MODULAR

EC-1

PREFINISHED METAL COPING COLOR: MIDNIGHT BRONZE

MEAL PICKUP CANOPY CP-1

SCONSE LIGHTING

BR-B BRICK VENEER COLOR: RIDGEMAR SIZE: MODULAR

EAST ELEVATION

CP-1

PREFINISHED METAL COLOR: DARK BRONZE

ST-1

1/8" = 1'-0"

STOREFRONT COLOR: DARK BRONZE BR-B

SCRIPT SIGN

EC-1

BR-A

MEAL PICKUP CANOPY CP-1

NORTH ELEVATION

5/5/2022 8:50:02 AM DD-4

1/8" = 1'-0"

CHICK-FIL-A ELEVATIONS 05252, BUFFALO GROVE TOWN CENTER FSU, BUFFALO GROVE, IL

05/04/2022

Chick Fil A Elevations

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6,'( % 5

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SIGNAGE PLAN Residential Leasing & Construction Signage Plan

PUD SUBMITTAL

SIGNAGE PLAN THE CLOVE BUFFALO GROVE, IL

PARKING & TRAFFIC STUDY

PUD SUBMITTAL

PARKING & TRAFFIC STUDY THE CLOVE BUFFALO GROVE, IL

Traffic Impact Study Buffalo Grove Town Center Redevelopment Buffalo Grove, Illinois

Prepared For:

IMKD 5, LLC & Urban Street Group, LLC-ACQ

February 16, 2022

Table of Contents 1. Introduction ................................................................................................................................. 1 2. Existing Conditions..................................................................................................................... 5 Site Location ............................................................................................................................... 5 Existing Roadway System Characteristics.................................................................................. 5 Traffic Signal Interconnect ......................................................................................................... 7 Lake Cook Road Corridor Construction ..................................................................................... 8 Existing Traffic Volumes ............................................................................................................ 8 Crash Data Analysis .................................................................................................................. 10 3. Traffic Characteristics of the Proposed Development ................................................................... 12 Proposed Site and Development Plan ....................................................................................... 12 Directional Distribution of Development Traffic ..................................................................... 13 Development Traffic Generation .............................................................................................. 15 4. Projected Traffic Conditions ..................................................................................................... 17 Development Traffic Assignment ............................................................................................. 17 Year 2027 No-Build Traffic Conditions ................................................................................... 17 Year 2027 Total Projected Traffic Conditions.......................................................................... 17 5. Traffic Analysis and Recommendations ................................................................................... 21 Traffic Analyses ........................................................................................................................ 21 Discussion and Recommendations ........................................................................................... 27 Parking Evaluation .................................................................................................................... 29 6. Conclusion ................................................................................................................................ 32

Town Center Redevelopment Buffalo Grove, Illinois

List of Figures and Tables Figures Figure 1 – Site Location.................................................................................................................. 3 Figure 2 – Aerial View of Site Location......................................................................................... 4 Figure 3 – Existing Roadway Characteristics ................................................................................. 6 Figure 4 – Year 2021 Base Traffic Volumes .................................................................................. 9 Figure 5 – Directional Distribution ............................................................................................... 14 Figure 6 – New Site Traffic Assignment ...................................................................................... 18 Figure 7 – Year 2027 No-Build Traffic Volumes ......................................................................... 19 Figure 8 – Year 2027 Total Projected Traffic Volumes ............................................................... 20

Tables Table 1 – Crash Data Summary – Lake Cook Road with McHenry Road ................................... 10 Table 2 – Crash Data Summary – McHenry Road with Access Drives ....................................... 10 Table 3 – Crash Data Summary – McHenry Rd. with Old Checker Rd. ...................................... 11 Table 4 – Crash Data Summary – McHenry Road with Townplace Parkway ............................. 11 Table 5 – Crash Data Summary – Buffalo Grove Rd. with Old Checker Rd ............................... 11 Table 6 – Estiamted Site-Generated Traffic Volumes .................................................................. 16 Table 7 – Capacity Analysis Results – Lake Cook Road with McHenry Road - Signalized ....... 22 Table 8 – Capacity Analysis Results – McHenry Road with Townplace Parkway - Signalized.. 23 Table 9 – Capacity Analysis Results – McHenry Road with Access Drives - Signalized ........... 24 Table 10 – Capacity Analysis Results – Buffalo Grove Rd. with Old Checker Rd. - Signalized 25 Table 11 – Capacity Analysis Results – McHenry Rd. with Old Checker Rd. - Unsignalized .... 26

Town Center Redevelopment Buffalo Grove, Illinois

1. Introduction This report summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for the proposed redevelopment of the Buffalo Grove Town Center located in the northwest quadrant of the intersection of Lake Cook Road with McHenry Road (IL Route 83) in Buffalo Grove, Illinois. As proposed, a portion of the Town Center will be redeveloped to provide approximately 42,215 square-feet of new commercial space, a 297-unit apartment building with ground floor retail space, and an approximately 43,000 square-foot grocery store. As part of the proposed redevelopment, the existing Bowlero Buffalo Grove, the approximately 34,000 square-foot commercial building located on the north side of Old Checker Road, the Boston Market, and Burger King restaurants will be maintained. Access to the Town Center will continue to be provided via the signalized access off McHenry Road aligned opposite The Grove shopping center access drive, the signalized intersection of McHenry Road with Townplace Parkway/Pauline Avenue, the two-way stop sign controlled intersection of McHenry Road with Old Checker Road, the signalized intersection of Buffalo Grove Road with Old Checker Road, and the right-in/right-out access drive off Lake Cook Road. The purpose of this study was to examine background traffic conditions, assess the impact that the proposed development will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate the traffic generated by the proposed development. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows an aerial view of the site. The sections of this report present the following: • • • • • • • •

Existing roadway conditions A description of the proposed development Directional distribution of the development traffic Vehicle trip generation for the development Future traffic conditions including access to the development Traffic analyses for the weekday morning, evening, and Saturday midday peak hours Recommendations with respect to adequacy of the site access and adjacent roadway system Evaluation of the adequacy of the proposed parking supply

Town Center Redevelopment Buffalo Grove, Illinois

Traffic capacity analyses were conducted for the weekday morning, weekday evening, and Saturday midday peak hours for the following conditions: 1.

Existing Conditions – Analyze the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area.

No-Build Condition – Analyze the capacity of the future roadway system using the no-build traffic volumes that include the existing traffic volumes, ambient growth factor, and traffic estimated to be generated by other area developments.

Projected Conditions – Analyze the capacity of the future roadway system using the projected traffic volumes that include the existing traffic volumes, ambient traffic growth, and the traffic estimated to be generated by the full buildout of the proposed development.

Town Center Redevelopment Buffalo Grove, Illinois

SITE

Site Location Figure 1 – Site Location Town Center Redevelopment Buffalo Grove, Illinois

Figure 1

Aerial View of Site Location Figure 2 – Aerial View of Site Location Town Center Redevelopment Buffalo Grove, Illinois

Figure 2

2. Existing Conditions Existing traffic and roadway conditions were documented based on field visits and traffic counts conducted by KLOA, Inc. The following provides a detailed description of the physical characteristics of the roadways including geometry and traffic control, adjacent land uses and peak hour traffic flows along area roadways.

Site Location The site, which is located on the west side of McHenry Road and is bounded by Lake Cook Road on the south and Townplace Parkway on the north, currently contains the Buffalo Grove Town Center commercial development. The Town Center currently provides two strip commercial buildings, a bowling alley (Bowlero Buffalo Grove), and two restaurant outlot buildings. Land uses in the vicinity of the site provide a mixture of commercial and residential in all directions, including The Grove shopping center to the east.

Existing Roadway System Characteristics The characteristics of the existing roadways that surround the proposed development are illustrated in Figure 3 and described below. Lake Cook Road is an east-west arterial roadway that is under the jurisdiction of the Cook County Department of Transportation and Highways. Lake Cook Road is currently under construction (as discussed later) to provide three travel lanes in each direction within the vicinity of the site. Upon completion of the construction. Lake Cook Road at its signalized intersection with McHenry Road will provide dual left-turn lanes, three through lanes, and an exclusive right-turn lane on the eastbound and westbound approaches. Furthermore, all four legs of the intersection will provide high visibility crosswalks. Lake Cook Road is classified as a Strategic Regional Arterial, carries an AADT volume of 36,000 vehicles (IDOT AADT 2018) and has a posted speed limit of 45 miles per hour. McHenry Road is generally a north-south arterial roadway that in the vicinity of the site provides two travel lanes in each direction. At its signalized intersection with Lake Cook Road, McHenry Road provides an exclusive left-turn lane, a through lane and a shared through/right-turn lane on the northbound and southbound approaches. Upon completion of the Lake Cook Road construction, this lane configuration will remain. At its signalized intersection with the Town Center/The Grove access drives, McHenry Road provide an exclusive left-turn lane, two through lanes, and an exclusive right-turn lane on the northbound and southbound approaches. At its signalized intersection with Townplace Parkway/Pauline Avenue, McHenry Road provides an exclusive left-turn lane, a through lane, and a shared through/right-turn lane on the northbound approach and an exclusive left-turn lane, two through lanes, and an exclusive right-turn lane on the southbound approach. At its unsignalized intersection with Old Checker Road/Bank Lane, McHenry Road provides an exclusive left-turn lane, a through lane and a shared through/right-turn lane on the northbound approach and an exclusive left-turn lane, two through lanes, and an exclusive right-turn lane on the southbound approach. Town Center Redevelopment Buffalo Grove, Illinois

N E A O R

LEGEND

- TRAVEL LANE - TRAFFIC SIGNAL

PAULINE

- STOP SIGN XX

NOT TO SCALE

AVENUE 25

- SPEED LIMIT - STANDARD CROSSWALK - HIGH VISIBILITY CROSSWALK

TOWNPLACE PARKWAY

VE LO G R O B U FFA RO AD

WINCHESTER ESTATES

UNITED STATES POST OFFICE FIRST AMERICAN BANK

OLD CH ECK ER RO AD

SITE THE GROVE

THE GROVE ACCESS DRIVE

SHELL

OK E CO LAK D A O R

BANK OF AMERICA

Town Center Redevelopment Buffalo Grove, Illinois

Existing Roadway Characteristics

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 3

McHenry Road is under the jurisdiction of the Illinois Department of Transportation (IDOT), carries an annual average daily traffic (AADT) volume of 17,200 vehicles (IDOT AADT 2019), and has a posted speed limit of 45 miles per hour north of Lake Cook Road and a posted speed limit of 40 miles per hour south of Lake Cook Road. Buffalo Grove Road is a north-south arterial roadway that in the vicinity of the site provides two travel lanes in each direction. At its signalized intersection with Old Checker Road, Buffalo Grove Road provides an exclusive left-turn lane, a through lane, and a shared through/right-turn lane on the northbound and southbound approaches. Both legs provide high visibility crosswalks. North of Lake Cook Road, Buffalo Grove Road is under the jurisdiction of the Lake County Department of Transportation (LCDOT), carries an AADT volume of 12,600 vehicles (IDOT AADT 2019) and has a posted speed limit of 40 miles per hour. Old Checker Road is an east-west roadway that is classified as a collector road west of Buffalo Grove Road. At its signalized intersection of Old Checker Road with Buffalo Grove Road, Old Checker Road provides an exclusive left-turn lane and a shared through/right-turn lane on the eastbound and westbound approaches. Both legs provide high visibility crosswalks. At its unsignalized intersection with McHenry Road, Old Checker Road provides two eastbound lanes that are under stop-sign control and were historically striped to provide an exclusive left-turn lane and a shared through/right-turn lane. The east leg of this intersection is designated as Bank Lane which provides a shared left/through/right-turn lane that is under stop-sign control. West of Buffalo Grove Road, Old Checker Road is under local jurisdiction, carries an AADT volume of 3,000 vehicles, and has a posted speed limit of 35 miles per hour. Between Buffalo Grove Road and McHenry Road, Old Checker Road is under private ownership and has a posted speed limit of 10 miles per hour. Townplace Parkway is generally an east-west local private roadway that extends from Buffalo Grove Road with McHenry Road. At its signalized intersection with McHenry Road, Townplace Parkway provides an exclusive left-turn lane and a shared through/right-turn lane. Pauline Avenue is an east-west local roadway that extends from McHenry Road east to its terminus at Carman Avenue (east of Weiland Road). At its signalized intersection with McHenry Road, Pauline Avenue provides an exclusive left-turn lane and a shared through/right-turn lane. Pauline Avenue is under local jurisdiction and has a posted speed limit of 25 miles per hour.

Traffic Signal Interconnect The intersections along McHenry Road are part of an eleven-signal traffic signal interconnect system that extends from Arlington Heights Road on the west to Lexington Drive on the east. Which includes the intersection of McHenry Road with Highpoint Road/Buffalo Grove shopping center, Pauline Avenue, and Buffalo Grove Drive.

Town Center Redevelopment Buffalo Grove, Illinois

Lake Cook Road Corridor Construction It should be noted that the Cook County Department of Transportation and Highways, in partnership with IDOT, Lake County and the villages of Buffalo Grove and Wheeling are currently conducting a major roadway improvement project along Lake Cook Road between Raupp Boulevard and Hastings Lane. This project also includes the roadway segments for Buffalo Grove Road from north of Lake Cook Road to south of St. Mary’s Parkway, McHenry Road from north of the signalized access drive serving the Town Center to south of Weiland Road, and Weiland Road from north of Woodstone Drive to its proposed extension to Buffalo Grove Road. As part of this project, Lake Cook Road is being widened to provide three through lanes in each direction within the study area.

Existing Traffic Volumes In order to determine current traffic conditions in the vicinity of the site, KLOA, Inc. conducted peak period vehicle, pedestrian, and bicycle movement traffic counts utilizing Miovision Scout Video Collection Units on Tuesday, December 21, 2021 during the morning (7:00 to 9:00 A.M.) and evening (4:00 to 6:00 P.M.) peak periods and on Saturday, December 18, 2021 during the midday (11:00 A.M. to 2:00 P.M.) peak period at the following intersections: • • • • •

McHenry Road with Lake Cook Road McHenry Road with Town Center/The Grove Signalized Access Drive McHenry Road with Old Checker Road McHenry Road with Townplace Parkway/Pauline Avenue Buffalo Grove Road with Old Checker Road

The results of the traffic counts showed that the weekday morning peak hour of traffic occurs from 8:00 A.M. to 9:00 A.M., the weekday evening peak hour of traffic occurs from 4:30 P.M. to 5:30 P.M. and the Saturday midday peak hour occurs from 11:45 A.M. to 12:45 P.M. However, due to the COVID-19 pandemic and construction currently being conducted at the intersection of Lake Cook Road with McHenry Road, it is anticipated that traffic volumes within the study area are not representative of normal traffic conditions. As such, the traffic volumes within the study area were compared to historical weekday traffic data available from 2018 on the IDOT Traffic Count Database System (TCDS) website. A result of the comparison indicated the through traffic volumes along Lake Cook Road were approximately 100 percent less during the weekday morning peak hour and 35 percent less during the weekday evening peak hour and the through traffic volumes along McHenry Road and Buffalo Grove Road were approximately 75 percent less during the weekday morning peak hour and 40 percent less during the weekday evening peak hour. As such, the weekday morning and weekday evening peak hour traffic volumes were adjusted accordingly to reflect normal traffic conditions. It should be noted that to adjust the Saturday midday traffic volumes, the weekday evening adjustment was applied to the area traffic volumes. Figure 4 illustrates the Year 2021 base traffic volumes. Copies of the traffic count summary sheets are included in the Appendix. Town Center Redevelopment Buffalo Grove, Illinois

3] 9] 68 [1 ) [ 4 7] 2) (1 (58 [4 N 6 5 9) E A H 66 (3 C O 7 5 M R

[00] - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM)

] [5 ] ) 4 [9 ( 1 0) 15] [ (1 7 11) ( 12

2] 31) [5 11 ( 38] 01) [6 6 ( 3 65 8] 4 [ ) 1 2 26 (

RO AD

24 (37) [37] 15 (46) [46]

46] 38)[ 2( 1 7] 1 9)[ 2( 1 87] 38)[ 38 (

40 (82) [74]

SITE

THE GROVE ACCESS DRIVE

24 (66) [75] 0 (6) [16] 46 (98) [153]

0 (4) [15] 10 (19) [36]

9] 22) [2 11 ( 3] 1 6 [ 771) 420 ( 152] [ ) 7 9 65 (

1 (11) [14]

IL ROUTE 83 @ THE GROVE ACCESS DRIVE

2] [17 0) 8] 4 6 1 ( [9 96 5) 120] 3 [ 10 ( 4) 6 16 157 8 ( 12

68] 1 83) [ 1 64 ( 084] 1 )[ 2 9 5 1 ( 956 64] 52) [ 30 ( COOK

E LAK D ROA

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] [144 81) ( 55] 4 [ 28 431) ] ( 2 5 [270 4 00) 2 ( 273

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29 (31) [31]

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27) [14] 15 ( 1] 519) [35 7 38 ( VE ] 8 3 [ LO G R O 45) 25 ( B U FFA

OLD CH ECK ER RO AD

NOT TO SCALE

AVENUE

TOWNPLACE PARKWAY

] 13 )[ ] 21 7 ( 5 9 [7 3) 106] 4 7 [ ( ) 3 91 40 3 ( 4

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

8] [5 ] ) 3 8 7 [2 ] ( ) 7 48 ( [5 26 ) 10 ( 46 PAULINE 29

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

LEGEND

Town Center Redevelopment Buffalo Grove, Illinois

Year 2021 Base Traffic Volumes

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 4

Crash Data Analysis KLOA, Inc. obtained crash data 1 for the most recent available five years (2016 to 2021) for the five study area intersections. The crash data for the intersections is summarized in Tables 1 through 5, respectively. A review of the crash data indicated that no fatalities were reported at either intersection. Table 1 MCHENRY ROAD WITH LAKE COOK ROAD – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning 2016 0 0 0 11 0 7 2017 0 0 0 9 1 8 2018 4 0 0 8 0 11 2019 4 0 0 8 2 8 2020 1 0 0 7 1 8 Total 9 0 0 43 4 42 Average 1.8 0 0 8.6 <1 8.4

Other 0 0 0 0 0 0 0

Total 18 18 23 22 17 98 19.6

Table 2 MCHENRY ROAD WITH SIGNALIZED ACCESS DRIVES – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning Other 2016 1 0 0 0 0 2 0 2017 0 0 0 0 0 0 0 2018 0 0 0 2 1 1 0 2019 0 0 0 1 0 2 0 2020 0 0 0 1 0 2 1 Total 1 0 0 4 1 7 1 Average <1 0 0 <1 0 1.4 <1

Total 3 0 4 3 4 14 2.8

IDOT DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation. Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s). Additionally, for coding years 2015 to present, the Bureau of Data Collection uses the exact latitude/longitude supplied by the investigating law enforcement agency to locate crashes. Therefore, location data may vary in previous years since data prior to 2015 was physically located by bureau personnel.

Town Center Redevelopment Buffalo Grove, Illinois

Table 3 MCHENRY ROAD WITH OLD CHECKER ROAD – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning 2016 2 0 0 0 0 2 2017 1 0 0 0 0 0 2018 2 0 0 0 0 0 2019 1 0 1 0 0 1 2020 1 0 0 0 0 0 Total 7 0 1 0 0 3 Average 1.4 0 <1 0 0 <1

Other 0 0 0 0 0 0 0

Total 4 1 2 3 1 11 2.2

Table 4 MCENRY ROAD WITH TOWNPLACE PKWY/PAULINE AVENUE – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning Other Total 2016 0 0 0 0 0 2 0 2 2017 2 0 1 0 0 2 1 6 2018 2 0 0 0 0 1 0 3 2019 0 0 0 1 0 2 0 3 2020 0 0 0 0 0 2 0 2 Total 4 0 1 1 0 9 1 16 Average <1 0 <1 <1 0 1.8 <1 3.2 Table 5 BUFFALO GROVE ROAD WITH OLD CHECKER ROAD – CRASH SUMMARY Type of Crash Frequency Year Angle Head On Object Rear End Sideswipe Turning Other 2016 3 0 0 0 0 0 0 2017 2 0 0 0 0 2 0 2018 0 0 0 0 0 0 0 2019 1 0 0 1 0 1 0 2020 1 0 0 1 0 2 0 Total 7 0 0 2 0 5 0 Average 1.4 0 0 <1 0 1 0

Town Center Redevelopment Buffalo Grove, Illinois

Total 3 4 0 3 4 14 2.8

3. Traffic Characteristics of the Proposed Development To evaluate the impact of the subject development on the area roadway system, it was necessary to quantify the number of vehicle trips the site will generate during the respective three peak hours and then determine the directions from which the proposed traffic will approach and depart the site.

Proposed Site and Development Plan As proposed, the site will be redeveloped with a mixed-used development consisting of nine buildings consisting of the following: •

Building 1 is the existing approximately 54,000 square-foot building that currently contains Bowlero Buffalo Grove.

•

Building 2 is the existing approximately 34,000 square-foot commercial building located on the north side of Old Checker Road along the west side of the site. This building contains approximately 22,600 square-feet of ground floor commercial spaces and approximately 11,400 square-feet of second story office/service space.

•

Building 3 is a proposed approximately 7,000 square-foot multi-tenant commercial building located on the north side of Old Checker Road fronting McHenry Road.

•

Building 4 is a proposed approximately 10,377 square-foot multi-tenant commercial building located on the south side of Old Checker Road fronting McHenry Road.

•

Building 5 is a proposed seven-story mixed-use building containing 297 residential units on floors one through seven, approximately 14,300 square-feet of ground floor retail, and an approximately 4,900 square-foot restaurant located on the ground floor. On the north side of the proposed mixed-use building, a four-story parking garage will be provided containing approximately 546 parking spaces.

•

Building 6 is the existing approximately 3,000 square-foot Boston Market restaurant.

•

Building 7 is a proposed approximately 3,000 square-foot fast food restaurant with drivethrough.

•

Building 8 is a proposed approximately 43,000 square-foot grocery store located in the southwest corner of the site.

•

Building 9 is an existing approximately 3,000 square-foot Burger King restaurant that is located in the southeast corner of the site.

Overall, the development will provide a total of approximately 1,395 parking spaces consisting of 558 parking garage spaces and 837 surface parking spaces. Town Center Redevelopment Buffalo Grove, Illinois

Access to the proposed development will continue to be provided via the existing access system serving the Town Center which consists of the following: •

A signalized full movement access drive off McHenry Road, located approximately 600 feet north of Lake Cook Road, aligned opposite the access drive serving The Grove shopping center. Upon completion of the reconstruction of the intersection of Lake Cook Road with McHenry Road, this access drive will continue to provide two outbound lanes providing an exclusive left-turn lane and a shared through/right-turn lane.

•

A connection to Townplace Parkway which has a signalized intersection with McHenry Road, aligned opposite Pauline Avenue. As previously indicated, at its signalized intersection with McHenry Road, Townplace Parkway provides an exclusive left-turn lane and a shared through/right-turn lane.

•

Multiple connections to Old Checker Road which has a full movement unsignalized intersection with McHenry Road and a signalized intersection with Buffalo Grove Road. As previously indicated, at its unsignalized intersection with McHenry Road, Old Checker Road provides two eastbound lanes that were historically striped to provide an exclusive left-turn lane and a shared through/right-turn lane. At its signalized intersection with Buffalo Grove Road, Old Checker Road provides two westbound lanes striped to provide an exclusive leftturn lane and a shared through/right-turn lane.

•

A right-in/right-out access drive off Lake Cook Road, located approximately 300 feet west of McHenry Road. This access drive provides one inbound lane and one outbound lane with outbound movements under stop-sign control. Upon completion of the reconstruction of the intersection of Lake Cook Road with McHenry Road, turning movements at this access drive will be physically restricted to right-turns only via a raised triangular median on the access drive and via a barrier median along Lake Cook Road

It should be noted that exclusive left-turn lanes and exclusive right-turn lanes are provided at all three access drives on McHenry Road. At the signalized intersection of Buffalo Grove with Old Checker Road an exclusive southbound left-turn lane is provided.

Directional Distribution of Development Traffic The directional distribution of how traffic will approach and depart the site was estimated based on the general travel patterns through the study area derived from the peak hour traffic volumes. Figure 5 shows the established directional distribution for this development in addition to the distances, measured in feet, between the study area intersections.

Town Center Redevelopment Buffalo Grove, Illinois

00' - DISTANCE IN FEET

00% - PERCENT DISTRIBUTION

% 15

N E A O R

LEGEND

PAULINE AVENUE

NOT TO SCALE

TOWNPLACE

0' 100

VE LO G R O B U FFA RO AD

10%

PARKWAY

15%

' 775

OLD CH ECK ER RO AD

SITE

THE GROVE

' 600

ACCESS DRIVE

20%

0' 30

% 20

% 15

OK E CO LAK D A O R

Town Center Redevelopment Buffalo Grove, Illinois

Estimated Directional Distribution

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 5

Development Traffic Generation The estimate of vehicle traffic to be generated by the proposed redevelopment is based upon the proposed land use types and sizes. The vehicle trip generation for all of the proposed land uses was calculated using data published in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. The volume of trips estimated to be generated by the existing land-uses within the town center was estimated based on the traffic counts conducted at the four main access drives serving the town center. It is important to note that surveys conducted by ITE have shown that approximately 20 and 40 percent of trips made to retail uses and restaurant uses, respectively, are diverted from the existing traffic on the roadway system. This is particularly true during the weekday morning and evening peak hours when traffic is diverted from the home-to-work and work-to-home trips. Such diverted trips are referred to as pass-by traffic. However, in order to provide a conservative analysis, no pass-by reduction was applied to the trips estimated to be generated by the proposed land-uses. Additionally, based on a Multi-Use Trip Generation calculation based on ITE procedures, approximately 30 percent of the trips generated by the proposed development will be internal trips given the mixed-use nature of the development. Approximately 20 percent of these trips will trips made to multiple commercial establishments (retail to retail) with approximately 10 percent of trips being made by residents of the proposed development to the various existing and proposed commercial developments (retail to residential). However, in order to provide a conservative analysis, a ten to fifteen percent interaction was applied to the estimated trip generation for the new land-uses to take into consideration customers that may patronize multiple uses within the proposed development. Table 6 shows the estimated vehicle trip generation for the weekday morning, weekday evening, and Saturday midday peak hours.

Town Center Redevelopment Buffalo Grove, Illinois

Table 6 ESTIMATED PEAK HOUR VEHICLE TRIP GENERATION ITE Weekday Weekday Land Morning Evening Use Peak Hour Peak Hour Code Type/Size In Out Total In Out Total

Saturday Midday Peak Hour In Out Total

Residential Building 221 932 822

Multi-Family Housing Mid-Rise (297 Units) High-Turnover Sit-Down Restaurant (4,900 s.f.) Strip Retail Plaza (11,100 s.f.)

119

116

120

Shopping Center 822

Strip Retail Plaza (17,377 s.f.)

115

114

850

Supermarket (43,000 s.f.)

123

192 193

385

244 245

489

934

Fast Food Restaurant with Drive Through (3,000)

134

166

235 255

490

434 398

832

513 504

1,017

-36

-35

-71

-67

-62

-129

-64

-65

-129

199 220

419

367 336

703

449 439

888

Development Subtotal Interaction Reduction (10-15%) New Site Traffic

Town Center Redevelopment Buffalo Grove, Illinois

4. Projected Traffic Conditions The total projected traffic volumes take into consideration the existing traffic volumes, increase in background traffic due to growth, and the traffic estimated to be generated by the proposed subject development.

Development Traffic Assignment The estimated weekday morning, weekday evening, and Saturday midday peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution (Figure 5). Figure 6 illustrates the traffic assignment of the new passenger vehicle trips. As can be seen from Figure 6, given the multiple various access points including three signalized intersections the site generated traffic will distributed among the access system with only 35 percent of the site generated traffic utilizing the existing signalized access drive aligned opposite The Grove shopping center access drive.

Year 2027 No-Build Traffic Conditions The existing traffic volumes (Figure 4) were increased by a regional growth factor to account for the increase in existing traffic related to regional growth in the area (i.e., not attributable to any planned development). Based on AADT projections provided by the Chicago Metropolitan Agency for Planning (CMAP), the existing traffic volumes are projected to increase by an annual compounded growth rate of approximately 0.6 percent per year. As such, traffic volumes were increased by approximately four percent total (one-year buildout plus five years) to represent Year 2027 total projected conditions. A copy of the CMAP projections letter is included in the Appendix. The Year 2027 no-build traffic volumes are illustrated in Figure 7.

Year 2027 Total Projected Traffic Conditions The new development-generated traffic (Figures 6) was added to the Year 2027 no-build traffic volumes to determine the Year 2027 total projected traffic volumes. Figure 8 illustrates the Year 2027 total projected traffic volumes.

Town Center Redevelopment Buffalo Grove, Illinois

7] [6 N ) 5 E (5 A H

O R

N PAULINE

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

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

[00] - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM)

AVENUE

TOWNPLACE

3) (1

7] [1

PARKWAY

R O VE 37) [45] B U FFA LO G 20 (

NOT TO SCALE

] 49 )[ 7 3 (

33 (51) [66]

[1 35 ]

11 (17) [22]

6] 1 2)[ 1 8( 55] 42)[ 28 (

( 11 1)

22 (34) [44]

OLD CH ECK ER RO AD

( 10 2)

[1 32 ]

4] 28) [3 15 ( 3] 3 [ ) 7 2 14 (

RO AD

4] 44) [5 24 ( 3] 3 [ ) 5 2 16 (

LEGEND

[67] 54) 30 (

10 (17) [23]

SITE

3] 27) [3 14 ( 55] [ ) 2 4 28 (

THE GROVE

40 IL ROUTE 83 @ THE GROVE ACCESS DRIVE

Town Center Redevelopment Buffalo Grove, Illinois

Estimated Site-Generated Traffic Volumes

45] 36) [ 20 ( 45] [ 37) 20 ( COOK

] 67 )[ 55 (

] 90 )[ 73 (

E LAK D ROA

2] [2 ) 5] 18 ( [4 10 37) ( 20

9] [5 ) 45 (

64 (97) [127]

[126] 102) 56 ( 4] 44) [5 24 (

16 (25) [33]

[29] 22) ( ] 15 [65 50) ( 8 33 8 [ ] 67) ( 44

ACCESS DRIVE

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 6

7] 9] 70 [1 ) [ 5 7] 2) (1 (60 [4 N 6 9 9) E A H 68 (3 C O 7 5 M R

[00] - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM)

] [5 ] ) 4 [9 ( 1 0) 15] [ (1 7 11) ( 12

2] 31) [5 11 ( 61] 22) [6 6 ( 6 67 8] 4 [ ) 1 2 26 (

RO AD

16 (9) [45] 1 (6) [15] 10 (10) [16]

24 (37) [37] 15 (46) [46]

46] 38)[ 2( 1 7] 1 9)[ 2( 1

0] 52) [8 27 ( 7] 2 8 [ ) 830 464 ( ] 14) [5 3 (

87] 38)[ 38 (

40 (82) [74]

9) [7] 5 ( [626] 565) 662 ( 2] 2 1 90) [ 49 (

THE GROVE ACCESS DRIVE

24 (66) [75] 0 (6) [16] 46 (98) [153]

0 (4) [15]

9] 22) [2 11 ( 1] 4 6 [ 802) 434 ( 152] [ ) 7 9 65 (

1 (11) [14] 10 (19) [36]

SITE

IL ROUTE 83 @ THE GROVE ACCESS DRIVE

] [149 84) ( 71] 4 [ 29 ) 446 ] ( 8 2 6 [ 80 4 07) 2 ( 283

29 (31) [31] 30 (53) [62]

[49] 60) 20 ( 435] [ 474) ( 337 [78] 74) 58 (

25 (31) [19]

8] [17 5) 2] 4 0 1 ( 10 99 ) [ 124] 2 7 10 )[ ( 170 32 ( 16 3 13

74] 1 89) [ 1 22] 66 ( 1 1 )[ 9 4 6 1 ( 990 66] 54) [ 31 ( COOK

E LAK D ROA

3] [16 ] 5) 470 7 1 [ ( 1] 4 7) [2 15 ( 58 4) 1 ( 9 37 14

27) [14] 15 ( 3] 537) [36 1 40 ( VE ] 8 3 [ LO G R O 45) 25 ( B U FFA

OLD CH ECK ER RO AD

NOT TO SCALE

AVENUE

TOWNPLACE PARKWAY

] 13 )[ 21 110] ( [ 9 6] 9) 76 [10 ( ) 7 91 ( 41 43

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

8] [5 ] ) 3 8 7 [2 ] ( ) 7 48 ( [5 26 ) 10 ( 46 PAULINE 29

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

LEGEND

Town Center Redevelopment Buffalo Grove, Illinois

Year 2027 No-Build Traffic Volumes

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 7

4] 9] 77 [ [1 ) 2) 0 7] (1 66 [4 ( ) N 6 9 8 E A H 71 (3 C O 7 5 M R

[00] - SATURDAY MIDDAY PEAK HOUR (12:00-1:00 PM)

2] [2 ] ) [9 7 (1 0) 15] 1 [ ( 0 1 7 11) ( 12

6] 59) [8 26 ( 94] 49) [6 6 ( 0 69 8] 21) [4 26 (

RO AD

16 (9) [45] 1 (6) [15] 10 (10) [16]

46 (71) [81]

62] 50)[ 20 ( 7] 1 9)[ 2( 1

26 (63) [68]

42] 1 80)[ 66 (

34] 96) [1 51 ( 60] 8 [ ) 855 480 ( ] 14) [5 3 (

73 (133) [140]

SITE

THE GROVE ACCESS DRIVE

78] ) [1 ] 106 ( [536 44 ) 6 49 ( 68] 2 [ 501 ) 274 ( 327

0] 36) [4 19 ( [681] ) 7 0 6 690 ( 2] 2 1 90) [ 49 (

30 (53) [62]

9] 6) [4 20 ( 5] 3 4 [ 474) ( 337 4 [1 5] 128) 88 (

25 (31) [19] 39 (48) [54]

24 (66) [75] 0 (6) [16]

IL ROUTE 83 @ THE GROVE ACCESS DRIVE

9] [5 29

0 (4) [15] 74 (116) [163]

) 45 (

17 (36) [47]

155] 124) [ 67 ( 695] [ 846) 458 ( 152] [ ) 7 9 65 (

46 (98) [153]

9] 21 [ 225) 67] 1 86 ( 1 [ ) 686 1 0 ( 01 1 66] 54) [ 31 ( COOK

] 67 )[ 55 (

8] [25 ] 2 8) 0 6 2 ( 10 ) [ 124] 139 92 [ 0 1 ) ( 170 32 ( 16 133

E LAK D ROA

5] [18 ] 3) 515 9 1 [ ( ] 4 4) 21 16 62 4) [ ( 1 9 ( 39 14

27) [14] 15 ( 3] 537) [36 1 40 ( VE ] 3 8 [ LO G R O 82) 45 ( B U FFA

OLD CH ECK ER RO AD

NOT TO SCALE

AVENUE

TOWNPLACE PARKWAY

] 13 )[ ] 21 9 ( 5 [1 9 6) 106] 0 8 [ ( ) 1 91 ( 44 43

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

8] [5 ] ) 3 8 7 [2 ] ( ) 7 48 ( [5 26 ) 10 ( 46 PAULINE 29

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

LEGEND

Town Center Redevelopment Buffalo Grove, Illinois

Year 2027 Total Projected Traffic Volumes

Kenig,Lindgren,O'Hara,Aboona,Inc.

Job No: 22-005

Figure: 8

5. Traffic Analysis and Recommendations The following provides an evaluation conducted for the weekday morning, weekday evening, and Saturday midday peak hours. The analysis includes conducting capacity analyses to determine how well the roadway system and access drives are projected to operate and whether any roadway improvements or modifications are required.

Traffic Analyses Roadway and adjacent or nearby intersection analyses were performed for the weekday morning, weekday evening, and Saturday midday peak hours for the existing (Year 2021), no-build, and Year 2027 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 the Synchro/SimTraffic 11 software. To determine the average overall vehicle delay and levels of service, the analysis for the traffic-signal controlled intersections of McHenry Road with Townplace Parkway/Pauline Avenue and Buffalo Grove with Old Checker Road were accomplished using actual cycle lengths, phasings and offsets. Due to the ongoing construction along Lake Cook Road, the intersection of Lake Cook Road with McHenry Road was analyzed utilizing the traffic signal timings summarized in the November 2012 Intersection Design Study for the intersection, and the intersection of McHenry Road with the Town Center access drive were accomplished utilizing estimated phasings, offsets and reflected the proposed cycle lengths at the intersection of Lake Cook Road with McHenry Road. 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, no-build and total projected conditions are presented in Tables 7 through 11. A discussion of each intersection follows. Summary sheets for the capacity analyses are included in the Appendix.

Town Center Redevelopment Buffalo Grove, Illinois

F 93.0

F 95.7

F 85.1

F 88.1

E 76.0

E 77.8

F 87.2

E 75.7

E 77.9

A 7.0

A 5.7

A 4.0

A 4.9

A 4.8

A 3.8

A 5.1

A 4.9

A 4.0

L – Left Turns T – Through

B 15.0 B – 17.5 B 12.8 B – 18.5 B 10.8 C – 20.7 B 15.9 B – 18.3 B 12.8 B – 18.4 B 10.5 C – 20.6 B 14.7 B – 19.0 B 15.0 C – 25.8 C 20.0 C – 30.9

Town Center Redevelopment Buffalo Grove, Illinois

Letter denotes Level of Service Delay is measured in seconds.

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

B 19.0 B – 19.4 B 15.8 B – 16.2 B 11.3 B – 13.6 B 19.3 B – 19.7 B 17.0 B – 17.2 B 11.1 B – 13.4 C 20.1 C – 20.3 C 26.2 C – 24.9 C 25.5 C – 24.7 R – Right Turns

E 76.1

E 70.4

E 70.3

E 77.5

E 68.4

E 61.7

E 77.1

E 68.8

E 62.1

A 4.7

A 4.0

A 5.3

A 4.1

A 5.5

A 4.2

A 5.7

D 51.3 D – 45.3 D D 42.1 52.4 D – 50.1 D D 40.0 46.7 D – 45.1 C D 30.5 52.2 D – 46.1 D D 45.5 54.0 D – 52.1 D D 43.9 47.0 D – 46.3 C D 29.8 51.7 D – 45.5 D E 45.5 75.2 E – 68.3 C D 32.0 53.5 D – 48.0

C 29.9

E 57.1

E 73.4

D 42.6

F 82.9

F 87.4

D 37.5

E 67.5

E 72.2

C 33.2

D 40.7 D – 38.0 D 44.0 D – 52.0 D 47.4 D – 53.6 D 41.0 D – 39.7 D 44.8 E – 56.7 D 50.8 E – 60.8 C 34.0 D – 37.2 D 39.5 D – 50.1 D 47.3 D – 50.6

Table 7 CAPACITY ANALYSIS RESULTS – LAKE COOK ROAD WITH MCHENRY ROAD – SIGNALIZED Eastbound Westbound Northbound Southbound Peak Hour L T R L T R L TR L T R

Year 2021 Base Conditions

Year 2027 No-Build Conditions

Year 2027 Total Projected Conditions

D – 36.2

D – 36.4

C – 26.3

C – 30.8

C – 29.3

C – 26.1

C – 29.2

C – 27.8

C – 25.3

Overall

B 17.0

B 19.9

C 21.2

B 17.0

B 18.5

B 20.0

B 17.0

B 19.2

B 20.0

L – Left Turns T – Through

C 28.2 A – 9.0 C 31.2 C – 29.1 C 28.3 C – 26.5 C 28.2 C – 27.8 C 29.8 C – 27.9 C 28.3 C – 26.5 C 27.7 C – 25.5 C 29.2 C – 24.9 C 28.3 C – 26.5

Town Center Redevelopment Buffalo Grove, Illinois

Letter denotes Level of Service Delay is measured in seconds.

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

C 30.3 A – 3.4 C 29.8 C – 26.7 C 27.4 C – 24.4 C 30.3 C – 27.4 C 30.8 C – 27.9 C 27.4 C – 24.4 C 30.3 C – 27.3 C 30.8 C – 27.8 C 27.4 C – 24.4 R – Right Turns

C 20.1

C 20.2

C 21.5

C 20.1

C 21.2

C 21.8

C 20.1

C 22.4

C 21.8

A 6.8

A 5.6

A 6.8

A 5.3

A 6.8

A 6.3

A 5.3

A 9.1 A – 9.0 B 12.2 B – 12.1 B 13.7 B – 13.6 A 9.2 A – 9.1 B 13.1 B – 12.9 B 14.0 B – 13.9 A 9.5 A – 9.4 B 13.1 B – 12.9 B 14.6 B – 14.5 A 3.4

A 3.1

A 1.3

A 3.3

A 3.1

A 1.2

A 3.3

A 3.1

A 1.2

A 3.6 A – 3.4 A 5.9 A – 5.7 A 5.4 A – 5.3 A 3.6 A – 3.4 A 6.2 A – 6.0 A 5.4 A – 5.3 A 4.0 A – 3.8 A 6.2 A – 6.0 A 5.4 A – 5.2 A 5.4

A 6.2

A 4.3

A 5.4

A 6.2

A 3.8

A 5.5

A 6.0

A 3.8

Table 8 CAPACITY ANALYSIS RESULTS – MCHENRY ROAD WITH TOWNPLACE PARKWAY – SIGNALIZED Eastbound Westbound Northbound Southbound Peak Hour L T R L T R L TR L T R

Year 2021 Base Conditions

Year 2027 No-Build Conditions

Year 2027 Total Projected Conditions

B 11.6

B 11.7

A 7.7

B 11.2

B 11.7

A 7.4

B 11.2

B 11.1

A 7.4

Overall

C 27.0

C 33.7

C 34.2

C 31.6

D 36.5

D 44.0

C 31.6

D 36.5

D 44.0

L – Left Turns T – Through

D 54.6 D – 53.7 E 56.0 D – 49.5 E 58.6 D – 52.9 D 54.6 D – 53.7 D 56.0 D – 49.5 D 58.6 D – 52.9 E 60.7 E – 55.8 E 70.5 E – 62.0 E 63.6 E – 56.0

Town Center Redevelopment Buffalo Grove, Illinois

Letter denotes Level of Service Delay is measured in seconds.

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

D 54.4 D – 51.9 D 51.4 D – 48.2 D 44.1 D – 42.7 D 54.4 D – 51.9 D 51.4 D – 48.2 D 43.5 D – 42.5 D 45.4 D – 39.9 D 45.5 D – 40.8 D 37.2 C – 34.4 R – Right Turns

C 32.6

D 37.4

D 37.1

D 41.9

D 45.8

D 50.6

D 41.9

D 45.8

D 50.6

A 9.9

A 3.9

A 2.6

A 4.4

A 2.2

A 0.9

A 4.3

A 2.2

A 1.1

A 3.4 A – 3.0 A 4.7 A – 4.3 A 6.7 A – 5.7 A 2.9 A – 2.5 A 4.8 A – 4.4 A 7.1 A – 6.0 A 4.1 A – 3.6 A 7.0 A – 6.3 B 11.5 B – 10.1 A 3.7

A 2.5

A 1.4

A 1.9

A 1.5

A 0.6

A 1.9

A 1.5

A 0.5

A A 5.0 3.2 A – 4.8 A A A 5.9 9.0 5.9 A – 8.5 A B A 8.3 12.3 8.1 B – 11.6 A A A 3.0 5.1 3.2 A – 4.9 A A A 6.0 9.0 5.9 A – 8.6 A B A 8.4 12.4 8.4 B – 11.7 A B A 6.5 12.0 6.5 B – 11.5 A B A 8.6 13.9 7.4 B – 12.9 B C B 12.9 20.5 11.9 B – 19.0

A 3.0

Table 9 CAPACITY ANALYSIS RESULTS – MCHENRY ROAD WITH ACCESS DRIVE – SIGNALIZED Eastbound Westbound Northbound Southbound Peak Hour L T R L T R L TR L T R

Year 2021 Base Conditions

Year 2027 No-Build Conditions

Year 2027 Total Projected Conditions

C – 20.3

B – 15.4

B – 12.4

B – 14.6

B – 10.9

A – 6.9

B – 14.6

B – 11.0

A – 7.1

Overall

C 23.9

C 24.0

C 22.5

C 22.7

C 23.7

C 20.8

C 22.6

C 23.4

C 20.5

L – Left Turns T – Through

C 20.2 C – 20.3 C 23.9 C – 23.8 C 23.9 C – 23.7 C 20.5 C – 20.6 C 24.3 C – 24.2 C 24.1 C – 23.9 C 22.7 C – 22.7 C 25.6 C – 25.3 C 28.1 C – 27.5

Town Center Redevelopment Buffalo Grove, Illinois

Letter denotes Level of Service Delay is measured in seconds.

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

Saturday Midday Peak Hour

Weekday Evening Peak Hour

Weekday Morning Peak Hour

C 20.3 C – 20.3 C 23.8 C – 24.7 C 23.3 C – 24.0 C 20.5 C – 20.6 C 24.2 C – 25.0 C 23.5 C – 24.2 C 23.1 C – 23.9 C 27.2 C – 29.2 C 29.9 C – 34.3 R – Right Turns

D 39.0

C 31.1

C 24.7

C 25.1

C 25.9

C 20.6

C 24.9

C 25.5

C 20.3

A 4.5

A 4.2

A 4.3

A 3.8

A 4.3

A 3.8

A 7.1 A – 6.9 A 9.4 A – 8.9 A 8.4 A – 8.1 A 7.1 A – 6.9 A 9.4 A – 8.9 A 8.4 A – 8.1 A 9.6 A – 9.4 A 10.8 A – 10.7 B 11.9 B – 11.3 A 5.1

A 4.7

A 4.3

A 4.2

A 3.7

A 4.3

A 4.2

A 3.7

A 5.7 A – 5.6 A 9.5 A – 9.1 A 9.4 A – 8.9 A 5.7 A – 5.6 A 9.4 A – 9.0 A 9.4 A – 8.9 A 7.0 A – 6.7 A 7.0 A – 6.7 A 9.8 A – 8.9

B 16.4

B 13.3

B 11.2

B 11.8

B 11.9

A 8.5

B 11.8

B 11.9

A 8.6

Table 10 CAPACITY ANALYSIS RESULTS – BUFFALO GROVE ROAD WITH OLD CHECKER ROAD – SIGNALIZED Eastbound Westbound Northbound Southbound Peak Hour Overall L T R L T R L TR L T R

Year 2021 Base Conditions

Year 2027 No-Build Conditions

Year 2027 Total Projected Conditions

Table 11 CAPACITY ANALYSIS RESULTS – MCHENRY ROAD WITH OLD CHECKER ROAD Weekday Weekday Saturday Morning Evening Midday Peak Hour Peak Hour Peak Hour Intersection

LOS

Delay

LOS

Delay

LOS

Delay

Existing Conditions •

Eastbound Left Turn

19.5

24.9

36.3

•

Eastbound Through/Right Turn

13.9

14.2

16.9

•

Westbound Approach

13.5

22.7

25.8

•

Northbound Left Turn

9.7

9.2

9.7

•

Southbound Left Turn

8.5

9.9

10.0

Year 2027 No-Build Conditions •

Eastbound Through/Left Turn

20.1

25.8

38.3

•

Eastbound Right Turn

14.2

14.5

17.4

•

Westbound Approach

13.7

23.6

27.2

•

Northbound Left Turn

9.8

9.3

9.8

•

Southbound Left Turn

8.5

10.0

10.2

Year 2027 Projected Conditions •

Eastbound Through/Left Turn

22.4

34.9

73.7

•

Eastbound Right Turn

14.3

14.6

20.5

•

Westbound Approach

14.8

29.4

41.2

•

Northbound Left Turn

10.1

9.9

10.7

•

Southbound Left Turn

8.6

10.2

10.4

LOS = Level of Service Delay Measured in Seconds

Town Center Redevelopment Buffalo Grove, Illinois

Discussion and Recommendations The following is an evaluation of the analyzed intersections based on the projected traffic volumes and the capacity analyses performed. McHenry Road with Lake Cook Road The results of the capacity analysis indicate that overall (with the proposed geometric improvements and proposed signal timings as outlined in the November 2012 IDS) this intersection currently operates at the acceptable level of service (LOS) C during the weekday morning, weekday evening and Saturday midday peak hours. Under Year 2027 no-build conditions, this intersection is projected to continue operating at LOS C during the weekday morning, weekday evening and Saturday midday peak hours with increases in delay of approximately one, two, and two seconds, respectively over existing conditions. Under Year 2027 total projected conditions, this intersection overall is projected to continue operating at LOS C during the weekday morning peak hour and is projected to operate at LOS D during the weekday evening and Saturday midday peak hours with increases in delay of less than one second, approximately six seconds, and approximately ten seconds over no-build conditions. Furthermore, the Lake Cook Road approaches are projected to continue operating at LOS C or better during the peak hours and the McHenry Road approaches are projected to continue operating at LOS D or better during the peak hours with the exception of the northbound approach during the weekday evening peak hour which is projected to operate at LOS E. However, this level of service is a result of the majority of green time being allocated to the Lake Cook Road approaches, which as previously indicated is classified as a Strategic Regional Arterial. As such, this intersection has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed redevelopment and no additional geometric improvements will be required. McHenry Road with Townplace Parkway/Pauline Avenue The results of the capacity analysis indicate that overall this intersection currently operates at LOS A during the weekday morning peak hour and at LOS B during the weekday evening and Saturday midday peak hours. Under Year 2027 no-build and total projected conditions, this intersection overall is projected to continue operating at existing levels of service during the peak hours with increases in delay of less than one second. Furthermore, all of the approaches are projected to continue operating at LOS C or better during the peak hours. As such, this intersection has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed redevelopment and no roadway improvements or signal modifications will be required. McHenry Road with Signalized Access Drive The results of the capacity analysis indicate that overall, this intersection currently operates at LOS A during the weekday morning peak hour and at LOS B during the weekday evening and Saturday midday peak hours. Under Year 2027 no-build conditions, this intersection overall is projected to continue operating at LOS A during the weekday morning peak hour and at LOS B during the weekday evening and Saturday midday peak hours with increases in delay of less than one second. Town Center Redevelopment Buffalo Grove, Illinois

Under Year 2027 total projected conditions, this intersection overall is projected to operate at LOS B during the weekday morning and weekday evening peak hours and at LOS C during the Saturday midday peak hour with increases in delay of approximately two, one and eight seconds, respectively over no build conditions. Furthermore, the northbound and southbound approaches are projected to continue operating at LOS B or better during the peak hours and the eastbound and westbound approaches are projected to operate at LOS E or better during the peak hours. However, it should be noted that the resulting LOS E is expected for an access driveway that has a signalized intersection with a major arterial roadway such as McHenry Road. This is due to the majority of green time being allocated to the McHenry Road approaches. It should be noted that the eastbound approach currently has an internal intersection with the northsouth drive aisle serving the shopping center approximately 80 feet west of McHenry Road and this configuration will be maintained upon buildout of the proposed shopping center. Under existing conditions, the northbound and southbound approaches are under stop-sign control and inbound movements from McHenry Road operate under a free flow conditions. The results of the capacity analyses indicate that the 95th percentile queues for the eastbound approach at McHenry Road are projected to be 50 to 80 feet which can be accommodated without blocking inbound traffic and will not impact any parking spaces. However, in order to further clarify the operations of the internal connection, signage should be provided for the northbound and southbound driveaisle approaches that inform drivers that inbound movements from McHenry Road do not stop. Overall, this intersection has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed redevelopment and will ensure efficient and flexible access is provided. Buffalo Grove Road with Old Checker Road The results of the capacity analysis indicate that overall, this intersection currently operates at LOS A during the weekday morning peak hour and at LOS B during the weekday evening and Saturday midday peak hours. Under Year 2027 no-build condition, this intersection overall is projected to continue operating at LOS A during the weekday morning peak hour and at LOS B during the weekday evening and Saturday midday peak hours with increase in delay of less than one second. Under Year 2027 total projected conditions, this intersection overall is projected to operate at LOS B during all three peak hours with increases in delay of approximately five seconds or less. Furthermore, all of the approaches are projected to continue operating at LOS C or better during the peak hours with increases in delay of approximately ten seconds or less over existing conditions. As such, this intersection has sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed redevelopment and will ensure efficient and flexible access is provided. No roadway improvements or signal modifications will be required at this intersection.

Town Center Redevelopment Buffalo Grove, Illinois

McHenry Road with Old Checker Road The results of the capacity analysis indicate that the eastbound movements at this intersection currently operate at LOS C or better during the weekday morning and weekday evening peak hours and at LOS E or better during the Saturday midday peak hour. Further, northbound and southbound left-turn movements operate at LOS B or better during both peak hours. Under Year 2027 no-build conditions, all movements are projected to continue to operate at LOS C or better during the weekday peak hours and LOS E or better during the Saturday midday peak hour. Under Year 2027 total projected conditions, eastbound and westbound movement are projected to operate at LOS D or better during the weekday morning and weekday evening peak hours. During the Saturday midday peak hour, the eastbound left turn is projected to operate at LOS F and the westbound approach is projected to operate at LOS E. This delay is typical and expected at the unsignalized intersection of a local road with an arterial road such as McHenry Road. However, this analysis does not take into consideration the signalized intersections along McHenry Road which will create gaps in the traffic stream, allowing vehicles to exit. Further, while eastbound and westbound vehicles may experience some delays, all movements are projected to operate with a volume to capacity (v/c) of less than one and 95th percentile queues of less than three vehicles indicating that vehicles will be able to turn. Lastly, during times of congestion, vehicles turning onto McHenry Road can utilize the signalized intersections of McHenry Road with Townplace Parkway to the north or the access drives to the south. As such, this access drive will be adequate in accommodating the traffic estimated to be generated by the full buildout of the proposed redevelopment and will ensure efficient and flexible access is provided.

Parking Evaluation As proposed, the development will provide a total of approximately 1,395 parking spaces consisting of 558 parking garage spaces and 837 surface parking spaces. It should be noted that the parking garage will be electronically gated. Of the 558 parking garage spaces, 518 parking spaces will be reserved for residents of the proposed dwelling units. Given the electronic gate restriction, the remaining 40 parking spaces within the garage will be assigned at the discretion of the residential developer. It is our understand that these spaces will be assigned to the employees of the residential building as well as the employees or patrons for the commercial space within the residential building. Furthermore, 70 angled parking spaces located along the east side of the residential building (within Lot 7), will be for use of the 16,000 square-feet of commercial space within the residential building. Overall, the proposed residential building will provide a total of 628 parking spaces and the remainder of the shopping center will provide 767 parking spaces. Village of Buffalo Grove Code Requirements Based on the Village of Buffalo Grove municipal code, multifamily residential developments are required to provide parking at a ratio of 1.7 spaces per unit. Furthermore, shopping centers are required to provide parking at a ratio of one space per 220 square feet and park spaces requires parking at one parking space per 5,000 square feet.

Town Center Redevelopment Buffalo Grove, Illinois

As such, the proposed residential building is required to provide a total of 505 residential parking spaces and 73 commercial parking spaces for a total of 578 parking spaces. Therefore, the proposed 518 residential parking spaces and 110 commercial parking spaces for the residential building will meet the Village parking requirements. For the remainder of the shopping center, the approximately 156,204 square feet of commercial space (inclusive of the existing and proposed land-uses) will require 710 parking spaces and the park space will require eight parking spaces for a total of 718 parking spaces. Therefore, the proposed 767 parking spaces will meet the Village Parking requirement. ITE Parking Generation Manual, 5th Edition Based on information published in the ITE, Parking Generation Manual, 5th Edition, multifamily residential, retail, restaurant, and office land-uses have the following estimated peak parking demands: • •

•

Multifamily Housing - Midrise o Weekday (Monday to Friday) – 1.31 spaces per dwelling unit o Saturday – 1.22 spaces per dwelling unit High Turnover Sit-Down Restaurant o Weekday (Monday to Thursday) – 9.44 spaces per 1,000 s.f. o Friday – 11.33 spaces per 1,000 s.f. o Saturday – 12.28 spaces per 1,000 s.f. Shopping Center o Weekday (Monday to Thursday) – 1.95 spaces per 1,000 s.f. o Friday – 2.61 spaces per 1,000 s.f. o Saturday – 2.91 spaces per 1,000 s.f. Supermarket o Weekday (Monday to Thursday) – 2.93 spaces per 1,000 s.f. o Friday – 4.59 spaces per 1,000 s.f. o Saturday – 3.64 spaces per 1,000 s.f. Fast Food Restaurant with Drive-Through o Weekday (Monday to Thursday) – 8.66 spaces per 1,000 s.f. o Friday – 12.41 spaces per 1,000 s.f. o Saturday – 9.18 spaces per 1,000 s.f. Office o Weekday (Monday to Friday) – 2.39 spaces per 1,000 s.f. o Saturday – 0.28 spaces per 1,000 s.f.

As such, the proposed residential building is projected to have the following average peak parking demands: •

Weekday o Residential: 389 spaces o Restaurant: 46 spaces o Retail: 22 spaces o Total: 457 spaces

Town Center Redevelopment Buffalo Grove, Illinois

•

Friday o Residential: 389 spaces o Restaurant: 56 spaces o Retail: 29 spaces o Total: 474 spaces Saturday o Residential: 362 spaces o Restaurant: 60 spaces o Retail: 32 spaces o Total: 454 spaces

Therefore, the proposed 518 residential parking spaces and 110 commercial parking spaces for the residential building will be adequate in accommodating the estimated peak parking demands. The remainder of the shopping center, inclusive of all existing commercial and office space and the proposed commercial space is projected to have the following average peak parking demands: •

•

Weekday o Supermarket: 126 spaces o Fast Food Restaurants with Drive-Through: 47 spaces o Shopping Center: 154 spaces o Restaurants: 167 spaces o Office: 27 spaces o Total: 521 spaces Friday o Supermarket: 197 spaces o Fast Food Restaurants with Drive-Through: 67 spaces o Shopping Center: 206 spaces o Restaurants: 201 spaces o Office: 27 spaces o Total: 698 spaces Saturday o Supermarket: 157 spaces o Fast Food Restaurants with Drive-Through: 50 spaces o Shopping Center: 229 spaces o Restaurants: 217 spaces o Office: 3 spaces o Total: 656

Therefore, the proposed 767 parking spaces will be adequate in accommodating the estimated average peak parking demand for the shopping center. Overall, the proposed 1,395 parking spaces will meet the Village parking requirements and will be adequate in accommodating the estimated average peak parking demands for the shopping center.

Town Center Redevelopment Buffalo Grove, Illinois

6. Conclusion Based on existing conditions and the traffic capacity analyses for the full buildout of the development, the findings and recommendations of this study are outlined below: •

The volume of traffic estimated by the proposed retail and restaurant development will be reduced due to internal capture and pass-by trips.

•

The results of the capacity analyses indicate that the existing roadway system will have sufficient reserve capacity to accommodate the traffic that will be generated by the proposed development.

•

The existing access system consisting of two signalized connections to McHenry Road, a signalized connection to Buffalo Grove Road, an unsignalized connection to McHenry Road, and a right-in/right-out connection to Lake Cook Road will be adequate in accommodating the traffic estimated to be generated by the proposed development and will ensure efficient and flexible access is provided.

•

Overall, the proposed 1,395 parking spaces will meet the Village parking requirements and will be adequate in accommodating the estimated average peak parking demands for the shopping center.

Town Center Redevelopment Buffalo Grove, Illinois

Appendix Traffic Count Summary Sheets Site Plan CMAP 2050 Projections Letter Level of Service Criteria Capacity Analysis Summary Sheets

Traffic Count Summary Sheets

1:00 PM

1:15 PM

1:30 PM

1:45 PM

Hourly Total

4:30 PM

4:45 PM

Hourly Total

5:00 PM

5:15 PM

5:30 PM

Hourly Total

4:15 PM

8:45 AM

8:30 AM

8:15 AM

4:00 PM

8:00 AM

*** BREAK ***

7:45 AM

Hourly Total

109

146

124

Hourly Total

12:45 PM

12:30 PM

12:15 PM

7:30 AM

12:00 PM

113

7:15 AM

Hourly Total

11:45 AM

11:30 AM

7:00 AM

11:15 AM

Left

*** BREAK ***

U-Turn

11:00 AM

Start Time

181

221

200

716

182

164

183

187

788

180

219

185

204

781

238

205

194

144

698

181

162

200

155

685

155

201

155

174

716

187

188

176

165

120

Right

Peds

241

270

256

947

245

213

241

248

911

212

254

217

228

856

260

222

212

162

929

243

215

254

217

898

211

256

208

223

920

239

238

225

218

App. Total

U-Turn

Left

274

315

1139

278

271

298

292

478

122

129

116

111

396

102

113

110

781

219

167

219

176

814

217

182

238

177

775

206

177

202

190

Thru

154

140

119

127

Right

Westbound

Eastbound

Thru

Lake Cook Rd

Peds

304

357

352

1332

326

312

349

345

547

142

139

138

128

454

124

132

119

967

285

216

253

213

978

265

221

277

215

954

257

227

238

232

App. Total

U-Turn

113

103

105

Left

Turning Movement Data

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

102

405

108

101

209

185

307

327

304

Thru

Right

Northbound

McHenry Rd

Peds

126

143

127

530

135

131

137

127

302

109

270

426

113

120

449

118

117

100

114

415

119

105

102

App. Total

U-Turn

147

156

138

184

197

195

Left

279

258

248

308

292

Thru

104

Right

Southbound

McHenry Rd

Peds

121

153

128

479

110

118

130

121

430

129

106

100

402

116

109

558

140

144

125

149

609

132

168

139

170

586

144

159

143

140

App. Total

792

923

863

3288

816

774

857

841

2190

592

567

538

493

1982

571

531

485

395

2880

762

688

731

699

2934

726

762

724

722

2875

759

729

695

692

Int. Total

Count Name: McHenry Rd with Lake Cook Rd Site Code: Start Date: 12/18/2021 Page No: 1

0.0

% Buses

0.0

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.4

0.0

% Articulated Trucks

0.4

0.0

99.1

662

3.4

Articulated Trucks

Buses

0.0

100.0

% Lights

% Single-Unit Trucks

Lights

Single-Unit Trucks

0.1

Total %

10.4

668

0.2

Grand Total

Approach %

5:45 PM

Hourly Total

165

0.0

1.1

0.0

97.7

5035

26.5

79.9

5151

767

0.0

1.3

1.8

0.0

96.9

596

3.2

9.5

615

122

100.0

0.0

1.0

1.1

0.0

97.8

6308

33.1

6449

988

221

0.0

100.0

0.1

0.2

0.5

0.9

0.0

98.2

216

1.1

3.4

220

255

0.0

1.0

1.4

0.0

97.6

5410

28.5

84.8

5542

1159

0.0

1.2

1.8

0.1

96.9

739

3.9

11.7

763

121

100.0

290

0.0

1.0

1.4

0.0

97.6

6375

33.6

6535

1303

0.0

0.1

1.4

0.1

98.3

699

3.7

24.6

711

126

0.0

0.3

0.9

0.1

98.8

2079

10.8

72.7

2105

368

0.0

1.3

0.0

98.8

0.4

2.8

100.0

0.0

0.2

1.0

0.1

98.7

2857

14.9

2896

504

108

0.0

100.0

0.0

0.1

0.0

0.1

0.9

0.1

98.9

1147

6.0

32.3

1160

143

0.0

0.4

0.5

0.0

99.0

1987

10.3

55.9

2008

315

0.0

1.0

0.7

0.0

98.3

412

2.2

11.7

419

100.0

0.0

0.4

0.7

0.1

98.9

3549

18.4

3590

526

124

743

0.0

0.8

153

1.1

220

0.0

98.0

19089

19470

3321

0.735

0.0

0.000

8:30 AM

8:45 AM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

2.0

0.0

98.0

2.3

5.5

8:15 AM

Left

U-Turn

8:00 AM

Start Time

0.0

1.6

2.2

0.0

96.2

758

0.900

36.0

86.5

788

180

219

185

204

0.0

2.7

0.0

94.5

0.869

3.3

8.0

Right

100.0

Peds

0.0

1.8

2.1

0.0

96.2

876

0.897

41.6

911

212

254

217

228

App. Total

0.000

0.0

U-Turn

0.0

5.9

0.0

94.1

0.531

0.8

3.1

Left

0.0

3.1

4.4

0.0

92.5

442

0.926

21.8

87.4

478

122

129

116

111

Thru

0.0

5.8

7.7

0.0

86.5

0.722

2.4

9.5

Right

Westbound

Eastbound

Thru

Lake Cook Rd

100.0

Peds

0.0

3.5

4.6

0.0

92.0

503

0.963

25.0

547

142

139

138

128

App. Total

0.000

0.0

U-Turn

0.0

3.5

1.2

95.3

0.664

3.9

28.1

Left

0.0

1.4

3.3

0.5

94.7

198

0.716

9.5

69.2

209

Thru

0.0

100.0

0.500

0.4

2.6

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (8:00 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

100.0

Peds

0.0

1.0

3.3

0.7

95.0

287

0.693

13.8

302

109

App. Total

0.000

0.0

U-Turn

0.0

0.6

0.0

98.7

154

0.765

7.1

36.3

156

Left

0.0

0.8

1.2

0.0

98.1

253

0.849

11.8

60.0

258

Thru

0.0

100.0

0.667

0.7

3.7

Right

Southbound

McHenry Rd

100.0

Peds

0.0

0.7

0.9

0.0

98.4

423

0.833

19.6

430

129

106

100

App. Total

0.0

1.9

2.6

0.1

95.4

2089

0.925

2190

592

567

538

493

Int. Total

Count Name: McHenry Rd with Lake Cook Rd Site Code: Start Date: 12/18/2021 Page No: 3

0.0

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

% Articulated Trucks

0.0

100.0

2.9

9.9

Articulated Trucks

0.0

% Single-Unit Trucks

0.0

% Buses

Single-Unit Trucks

0.375

PHF

Buses

0.1

Total %

0.3

Approach %

100.0

Total

Lights

5:15 PM

% Lights

0.836

5:00 PM

4:45 PM

Left

U-Turn

4:30 PM

Start Time

0.0

1.3

0.9

0.0

97.8

750

0.868

22.7

77.9

767

221

200

182

164

0.0

0.9

0.0

98.3

115

0.860

3.5

11.9

117

Right

Peds

0.0

1.1

0.8

0.0

98.1

965

0.911

29.1

984

270

256

245

213

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.712

1.1

2.7

Left

0.0

0.9

1.4

0.0

97.6

1151

0.936

34.9

87.5

1179

315

278

271

Thru

0.0

100.0

131

0.936

3.9

9.7

131

Right

Westbound

Eastbound

Thru

Lake Cook Rd

Peds

0.0

0.8

1.3

0.0

97.9

1319

0.943

39.9

1347

357

352

326

312

App. Total

0.000

0.0

U-Turn

0.0

1.7

0.0

98.3

119

0.776

3.6

22.6

121

Left

0.0

0.5

0.0

99.5

403

0.938

12.0

75.6

405

102

108

Thru

0.0

100.0

0.625

0.3

1.9

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (4:30 PM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

100.0

Peds

0.0

0.7

0.0

99.3

532

0.937

15.9

536

143

127

135

131

App. Total

0.0

100.0

0.250

0.0

0.2

U-Turn

0.0

1.4

0.0

98.6

140

0.826

4.2

27.9

142

Left

0.0

1.0

0.3

0.0

98.7

304

0.802

9.1

60.5

308

Thru

0.0

1.7

0.0

98.3

0.906

1.7

11.4

Right

Southbound

McHenry Rd

Peds

0.0

0.8

0.6

0.0

98.6

502

0.832

15.1

509

153

128

110

118

App. Total

0.0

0.8

0.9

0.0

98.3

3318

0.914

3376

923

863

816

774

Int. Total

Count Name: McHenry Rd with Lake Cook Rd Site Code: Start Date: 12/18/2021 Page No: 4

0.0

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.8

0.0

% Articulated Trucks

0.0

99.2

4.1

13.2

122

Articulated Trucks

0.0

% Single-Unit Trucks

0.0

% Buses

Single-Unit Trucks

0.250

PHF

Buses

121

0.0

Total %

0.1

Approach %

100.0

Total

Lights

12:30 PM

% Lights

0.924

12:15 PM

12:00 PM

Left

U-Turn

11:45 AM

Start Time

0.0

0.3

0.4

0.0

99.3

712

0.892

24.2

77.4

717

201

155

174

187

0.0

1.2

4.7

0.0

94.2

0.860

2.9

9.3

Right

Peds

0.0

0.4

0.8

0.0

98.8

915

0.904

31.2

926

256

208

223

239

App. Total

0.0

100.0

0.500

0.1

0.4

U-Turn

2.3

0.0

97.7

0.768

1.4

4.4

Left

0.0

0.2

0.6

0.0

99.1

796

0.843

27.1

82.8

803

182

238

177

206

Thru

0.0

2.5

0.8

0.0

96.7

116

0.833

4.0

12.4

120

Right

Westbound

Eastbound

Thru

Lake Cook Rd

Peds

0.1

0.5

0.6

0.0

98.8

958

0.875

32.7

970

221

277

215

257

App. Total

0.000

0.0

U-Turn

0.0

1.8

0.0

98.2

110

0.903

3.8

24.9

112

Left

0.0

0.9

0.0

99.1

321

0.920

10.9

72.0

324

Thru

0.0

100.0

0.875

0.5

3.1

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (11:45 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

1.1

0.0

98.9

445

0.945

15.2

450

117

100

114

119

App. Total

0.000

0.0

U-Turn

0.0

0.5

0.0

99.5

192

0.894

6.5

31.1

193

Left

0.0

0.3

0.0

99.4

323

0.913

11.0

52.3

325

Thru

0.0

1.0

0.0

99.0

102

0.805

3.5

16.6

103

Right

Southbound

McHenry Rd

100.0

Peds

0.0

0.3

0.0

99.4

617

0.913

20.9

621

168

139

170

144

App. Total

0.0

0.4

0.7

0.0

98.9

2935

0.973

2967

762

724

722

759

Int. Total

Count Name: McHenry Rd with Lake Cook Rd Site Code: Start Date: 12/18/2021 Page No: 3

1:00 PM

1:15 PM

1:30 PM

1:45 PM

Hourly Total

*** BREAK ***

4:00 PM

4:15 PM

4:30 PM

4:45 PM

Hourly Total

5:00 PM

5:15 PM

5:30 PM

8:30 AM

8:45 AM

8:15 AM

Hourly Total

8:00 AM

7:45 AM

Hourly Total

12:45 PM

12:30 PM

12:15 PM

7:30 AM

12:00 PM

7:15 AM

Hourly Total

11:45 AM

11:30 AM

7:00 AM

11:15 AM

Thru

Right

Peds

App. Total

U-Turn

113

135

161

Left

Thru

101

Right

Peds

Westbound

Eastbound

Left

*** BREAK ***

U-Turn

11:00 AM

Start Time

Shopping Center East Drive

Shopping Center West Drive

174

202

239

266

App. Total

U-Turn

Left

Turning Movement Data

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

117

116

120

523

124

133

132

134

240

230

424

102

110

128

375

111

103

382

104

101

100

Thru

100

131

159

143

Right

Northbound

McHenry Rd

Peds

149

142

152

647

158

160

164

165

316

269

590

149

147

125

169

574

150

160

118

146

541

144

139

118

140

App. Total

U-Turn

121

134

Left

105

362

100

365

103

385

125

404

112

101

413

102

115

418

113

110

103

Thru

Right

Southbound

McHenry Rd

Peds

121

120

129

455

118

122

104

111

419

113

118

409

131

104

534

137

116

146

135

543

132

129

139

143

559

150

142

133

134

App. Total

318

312

344

1316

321

328

338

329

816

233

223

205

155

731

228

183

172

148

1373

350

319

339

365

1428

360

364

351

353

1401

370

347

338

346

Int. Total

Count Name: McHenry Rd with Shopping Center Drives Site Code: Start Date: 12/18/2021 Page No: 1

0.0

% Buses

0.0

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

% Articulated Trucks

2.0

0.0

98.0

0.6

Articulated Trucks

Buses

0.0

100.0

% Lights

% Single-Unit Trucks

Lights

Single-Unit Trucks

0.0

Total %

19.6

0.4

Grand Total

Approach %

5:45 PM

Hourly Total

0.0

100.0

0.5

15.2

0.0

1.9

0.0

98.1

159

1.9

64.8

162

100.0

0.0

1.6

0.0

98.4

246

3.0

250

0.0

0.6

0.0

99.4

665

8.0

57.1

669

100

0.0

100.0

0.6

4.1

0.0

100.0

455

5.5

38.8

455

0.0

0.3

0.0

99.7

1168

14.0

1172

177

0.0

100.0

0.2

0.5

0.0

1.3

0.0

98.7

153

1.9

4.4

155

102

0.0

0.8

1.2

0.1

97.9

2575

31.5

74.8

2629

455

0.0

0.1

0.6

0.0

99.3

709

8.6

20.3

714

100.0

0.0

0.6

1.1

0.1

98.3

3454

42.1

3515

578

135

0.0

100.0

0.0

0.5

0.2

0.0

99.4

620

7.5

18.3

624

0.0

0.5

0.8

0.1

98.6

2698

32.8

80.2

2735

388

0.0

100.0

0.6

1.4

100.0

0.0

0.5

0.6

0.1

98.8

3368

40.8

3409

490

120

307

0.0

0.5

0.8

0.0

98.7

8236

8346

1281

0.0

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

% Articulated Trucks

0.0

100.0

0.9

20.0

Articulated Trucks

0.0

% Single-Unit Trucks

0.0

% Buses

Single-Unit Trucks

0.250

PHF

Buses

0.1

Total %

1.5

Approach %

100.0

Total

Lights

12:30 PM

% Lights

0.650

12:15 PM

12:00 PM

Left

U-Turn

0.0

100.0

0.625

1.0

23.1

Thru

0.0

5.6

0.0

94.4

0.692

2.5

55.4

Right

Peds

0.0

3.1

0.0

96.9

0.813

4.5

App. Total

0.000

0.0

U-Turn

0.0

100.0

153

0.832

10.6

62.7

153

Left

0.0

100.0

0.571

1.1

6.6

Thru

0.0

100.0

0.647

5.2

30.7

Right

Peds

Westbound

Eastbound

11:45 AM

Start Time

Shopping Center East Drive

Shopping Center West Drive

0.0

100.0

244

0.824

17.0

244

App. Total

0.0

100.0

0.500

0.1

0.4

U-Turn

0.0

3.7

0.0

96.3

0.614

1.9

4.8

Left

0.0

1.3

0.0

97.4

377

0.872

26.9

68.1

387

111

103

104

Thru

0.0

100.0

152

0.927

10.6

26.8

152

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (11:45 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.9

1.1

0.0

98.1

557

0.888

39.5

568

160

118

146

144

App. Total

0.0

100.0

0.250

0.1

0.2

U-Turn

0.0

100.0

121

0.864

8.4

21.6

121

Left

0.0

0.2

0.0

99.5

430

0.939

30.0

77.0

432

102

115

113

Thru

0.0

100.0

0.583

0.5

1.2

Right

Southbound

McHenry Rd

100.0

Peds

0.0

0.2

0.0

99.6

559

0.935

39.0

561

129

139

143

150

App. Total

0.0

0.4

0.6

0.0

99.0

1423

0.972

1438

364

351

353

370

Int. Total

Count Name: McHenry Rd with Shopping Center Drives Site Code: Start Date: 12/18/2021 Page No: 3

0.250

100.0

0.0

0.000

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

0.1

9.1

8:30 AM

Total

8:15 AM

Left

0.000

0.0

Thru

0.0

100.0

0.417

1.2

90.9

Right

Peds

0.0

100.0

0.458

1.3

App. Total

0.000

0.0

U-Turn

0.0

2.2

0.0

97.8

0.676

5.6

65.7

Left

0.000

0.0

Thru

0.0

100.0

0.667

2.9

34.3

Right

Peds

Westbound

Eastbound

8:45 AM

U-Turn

8:00 AM

Start Time

Shopping Center East Drive

Shopping Center West Drive

0.0

1.4

0.0

98.6

0.673

8.6

App. Total

0.0

100.0

0.500

0.7

1.9

U-Turn

0.0

100.0

0.625

0.6

1.6

Left

0.0

2.1

4.6

0.4

92.9

223

0.822

29.4

75.9

240

Thru

0.0

1.5

0.0

96.9

0.580

8.0

20.6

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (8:00 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

1.9

3.8

0.3

94.0

297

0.859

38.7

316

App. Total

0.000

0.0

U-Turn

0.0

2.0

0.0

95.9

0.817

6.0

11.7

Left

0.0

0.8

0.0

98.4

359

0.886

44.7

87.1

365

103

Thru

0.0

100.0

0.417

0.6

1.2

Right

Southbound

McHenry Rd

100.0

Peds

0.0

1.0

0.0

98.1

411

0.888

51.3

419

113

118

App. Total

0.0

1.2

2.1

0.1

96.6

788

0.876

816

233

223

205

155

Int. Total

Count Name: McHenry Rd with Shopping Center Drives Site Code: Start Date: 12/18/2021 Page No: 4

0.688

0.0

0.000

5:00 PM

5:15 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

0.8

32.4

4:45 PM

Left

U-Turn

0.0

100.0

0.333

0.3

11.8

Thru

0.0

100.0

0.594

1.5

55.9

Right

Peds

0.0

100.0

0.773

2.6

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.742

7.5

57.6

Left

0.0

100.0

0.500

0.5

3.5

Thru

0.0

100.0

0.825

5.1

38.8

Right

Peds

Westbound

Eastbound

4:30 PM

Start Time

Shopping Center East Drive

Shopping Center West Drive

0.0

100.0

170

0.817

13.0

170

App. Total

0.0

100.0

0.250

0.1

0.2

U-Turn

0.0

100.0

0.750

1.6

3.4

Left

0.0

0.2

0.4

0.0

99.4

490

0.927

37.8

80.6

493

116

120

124

133

Thru

0.0

100.0

0.808

7.4

15.8

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (4:30 PM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.2

0.3

0.0

99.5

609

0.956

46.9

612

142

152

158

160

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.900

6.9

18.4

Left

0.0

1.0

0.8

0.0

98.2

383

0.929

29.9

79.8

390

105

100

Thru

0.0

100.0

0.450

0.7

1.8

Right

Southbound

McHenry Rd

Peds

0.0

0.8

0.6

0.0

98.6

482

0.948

37.5

489

120

129

118

122

App. Total

0.0

0.4

0.0

99.2

1295

0.948

1305

312

344

321

328

Int. Total

Count Name: McHenry Rd with Shopping Center Drives Site Code: Start Date: 12/18/2021 Page No: 5

5:30 PM

4:30 PM

4:15 PM

5:15 PM

4:00 PM

5:00 PM

*** BREAK ***

Hourly Total

8:45 AM

4:45 PM

8:30 AM

Hourly Total

8:15 AM

Hourly Total

1:45 PM

8:00 AM

1:30 PM

1:15 PM

Hourly Total

1:00 PM

Hourly Total

7:45 AM

12:45 PM

12:30 PM

12:15 PM

7:30 AM

12:00 PM

7:15 AM

Hourly Total

11:45 AM

11:30 AM

7:00 AM

11:15 AM

Left

*** BREAK ***

U-Turn

11:00 AM

Start Time

Right

Peds

App. Total

U-Turn

Left

Thru

Right

Westbound

Eastbound

Thru

Pauline Ave

Townplace Pkwy

Peds

167

123

129

141

App. Total

U-Turn

Left

Turning Movement Data

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

131

132

129

562

133

137

153

139

230

233

435

110

128

100

521

118

170

133

100

524

138

110

160

116

Thru

107

Right

Northbound

McHenry Rd

Peds

150

157

151

673

173

162

177

161

282

256

543

135

119

159

130

642

142

202

172

126

633

160

137

190

146

App. Total

U-Turn

Left

104

106

111

378

103

380

108

374

110

500

127

148

127

462

121

135

115

497

147

117

108

125

Thru

Right

Southbound

McHenry Rd

Peds

118

124

121

417

112

111

443

119

108

109

107

436

129

104

113

560

147

111

161

141

522

130

100

156

136

543

162

129

116

136

App. Total

307

333

315

1275

324

316

323

312

832

235

201

219

177

763

240

168

193

162

1249

325

260

351

313

1324

314

344

362

304

1337

371

303

338

325

Int. Total

Count Name: McHenry Rd with Pauline Ave Site Code: Start Date: 12/18/2021 Page No: 1

0.0

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

Buses

Lights

0.3

% Lights

0.0

Total %

17.7

0.0

Grand Total

Approach %

5:45 PM

Hourly Total

0.0

100.0

0.6

32.7

0.0

1.4

0.0

98.6

0.9

49.7

100.0

0.0

0.7

0.0

99.3

146

1.8

147

0.0

100.0

353

4.4

41.1

353

0.0

0.8

0.0

99.2

131

1.6

15.4

132

0.0

0.8

0.0

99.2

370

4.6

43.5

373

100.0

0.0

0.5

0.0

99.5

854

10.7

858

148

0.0

100.0

0.0

0.9

99.1

113

1.4

3.2

114

103

0.0

0.5

0.7

0.0

98.8

2963

37.4

82.9

3000

495

0.0

1.0

0.0

99.0

499

6.3

13.9

504

100.0

0.0

0.4

0.7

0.1

98.8

3576

45.1

3619

590

132

0.0

0.3

0.0

99.7

308

3.9

9.1

309

0.0

0.4

0.1

99.1

2985

37.5

88.6

3012

421

100

0.0

1.3

0.0

98.7

1.0

2.3

100.0

0.0

0.4

0.1

99.1

3370

42.4

3399

478

115

288

0.0

0.3

0.6

0.0

99.0

7946

8023

1243

0.625

0.0

0.000

12:15 PM

12:30 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

0.4

17.2

12:00 PM

Left

U-Turn

11:45 AM

Start Time

0.0

100.0

0.750

0.7

31.0

0.0

100.0

0.469

1.1

51.7

Right

Peds

0.0

100.0

0.604

2.1

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.792

4.1

41.3

Left

0.0

4.3

0.0

95.7

0.719

1.7

16.7

Thru

0.0

3.4

0.0

96.6

0.690

4.2

42.0

Right

Westbound

Eastbound

Thru

Pauline Ave

Townplace Pkwy

Peds

0.0

2.2

0.0

97.8

135

0.802

10.0

138

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.650

0.9

2.0

Left

0.0

0.6

0.9

0.0

98.5

533

0.796

39.2

82.0

541

170

133

100

138

Thru

0.0

100.0

106

0.736

7.7

16.1

106

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (11:45 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.5

0.8

0.0

98.8

652

0.817

47.8

660

202

172

126

160

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.783

3.4

8.5

Left

0.0

0.2

0.0

99.8

487

0.830

35.3

88.1

488

135

115

147

Thru

0.0

100.0

0.679

1.4

3.4

Right

Southbound

McHenry Rd

Peds

0.0

0.2

0.0

99.8

553

0.855

40.1

554

100

156

136

162

App. Total

0.0

0.2

0.7

0.0

99.1

1369

0.931

1381

344

362

304

371

Int. Total

Count Name: McHenry Rd with Pauline Ave Site Code: Start Date: 12/18/2021 Page No: 3

0.250

100.0

0.0

0.000

8:30 AM

8:45 AM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

0.1

5.0

8:15 AM

Left

U-Turn

8:00 AM

Start Time

0.0

100.0

0.583

0.8

35.0

0.0

100.0

0.600

1.4

60.0

Right

Peds

0.0

100.0

0.714

2.4

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.725

3.5

33.3

Left

0.0

100.0

0.625

1.2

11.5

Thru

0.0

100.0

0.667

5.8

55.2

Right

Westbound

Eastbound

Thru

Pauline Ave

Townplace Pkwy

100.0

Peds

0.0

100.0

0.750

10.5

App. Total

0.000

0.0

U-Turn

0.0

11.1

88.9

0.375

1.1

3.2

Left

0.0

3.0

4.3

0.0

92.6

213

0.799

27.6

81.6

230

Thru

0.0

100.0

0.566

5.2

15.2

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (8:00 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

2.5

3.5

0.4

93.6

264

0.849

33.9

282

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.792

6.9

12.9

Left

0.0

0.8

0.0

98.4

374

0.880

45.7

85.8

380

108

Thru

0.0

100.0

0.500

0.7

1.4

Right

Southbound

McHenry Rd

100.0

Peds

0.0

0.7

0.0

98.6

437

0.931

53.2

443

119

108

109

107

App. Total

0.0

1.2

1.6

0.1

97.1

808

0.885

832

235

201

219

177

Int. Total

Count Name: McHenry Rd with Pauline Ave Site Code: Start Date: 12/18/2021 Page No: 4

0.500

0.0

0.000

5:00 PM

5:15 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

0.3

16.0

4:45 PM

Left

U-Turn

4:30 PM

Start Time

0.0

100.0

0.500

0.8

40.0

0.0

9.1

0.0

90.9

0.688

0.9

44.0

Right

100.0

Peds

0.0

4.0

0.0

96.0

0.625

1.9

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.800

3.7

31.6

Left

0.0

100.0

0.722

2.0

17.1

Thru

0.0

100.0

0.813

6.1

51.3

Right

Westbound

Eastbound

Thru

Pauline Ave

Townplace Pkwy

Peds

0.0

100.0

152

0.905

11.8

152

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.656

1.6

3.3

Left

0.0

0.4

0.0

99.6

529

0.969

41.2

82.6

531

132

129

133

137

Thru

0.0

1.1

0.0

98.9

0.711

7.1

14.2

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (4:30 PM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

100.0

Peds

0.0

0.5

0.0

99.5

640

0.929

49.9

643

157

151

173

162

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.696

3.0

8.3

Left

0.0

0.5

0.0

99.0

413

0.939

32.4

89.1

417

106

111

103

Thru

0.0

8.3

0.0

91.7

0.600

0.9

2.6

Right

Southbound

McHenry Rd

Peds

0.0

0.4

0.6

0.0

98.9

463

0.944

36.3

468

124

121

112

111

App. Total

0.0

0.2

0.5

0.0

99.3

1279

0.967

1288

333

315

324

316

Int. Total

Count Name: McHenry Rd with Pauline Ave Site Code: Start Date: 12/18/2021 Page No: 5

4:15 PM

4:30 PM

4:45 PM

Hourly Total

5:00 PM

5:15 PM

5:30 PM

Hourly Total

8:45 AM

8:30 AM

4:00 PM

*** BREAK ***

Hourly Total

8:15 AM

1:45 PM

8:00 AM

1:30 PM

1:15 PM

Hourly Total

1:00 PM

Hourly Total

7:45 AM

12:45 PM

12:30 PM

12:15 PM

7:30 AM

12:00 PM

7:15 AM

Hourly Total

11:45 AM

11:30 AM

7:00 AM

11:15 AM

*** BREAK ***

U-Turn

11:00 AM

Start Time

Left

Right

Peds

136

114

107

110

101

App. Total

U-Turn

101

Left

Thru

Right

Westbound

Eastbound

Thru

Old Checker Rd

Peds

205

143

158

128

App. Total

U-Turn

Left

Turning Movement Data

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

309

186

175

264

287

245

Thru

Right

Northbound

N Buffalo Grove Rd

Peds

102

118

123

459

103

117

114

125

264

225

372

107

102

400

110

367

125

115

App. Total

U-Turn

Left

106

385

116

221

112

284

251

289

Thru

Right

Southbound

N Buffalo Grove Rd

Peds

127

105

453

118

134

108

261

132

324

101

305

331

App. Total

Count Name: N Buffalo Grove Rd with Old Checker Rd Site Code: Start Date: 12/19/2021 Page No: 1

253

308

296

1253

290

347

326

718

212

172

169

165

514

160

134

122

946

216

206

258

266

973

253

230

259

231

927

282

262

214

169

Int. Total

0.0

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

1.2

0.0

98.8

159

Buses

Lights

2.5

% Lights

0.0

Total %

21.1

161

0.0

Grand Total

Approach %

5:45 PM

Hourly Total

0.9

0.0

99.1

227

3.5

30.0

229

0.0

0.5

98.9

370

5.8

49.0

374

100.0

0.3

0.0

0.5

0.3

99.0

756

11.8

764

104

0.0

0.2

0.0

99.3

428

6.7

47.0

431

0.0

0.4

0.0

99.6

260

4.0

28.5

261

0.0

0.9

0.0

99.1

223

3.5

24.5

225

100.0

0.1

0.4

0.0

99.3

911

14.2

917

139

0.0

100.0

0.0

0.3

0.6

99.0

305

4.8

12.1

308

0.0

0.2

0.6

0.0

99.3

1794

28.0

71.0

1807

341

0.0

0.2

0.0

99.8

428

6.6

16.9

429

100.0

0.0

0.1

0.5

0.1

99.3

2528

39.4

2545

458

115

0.0

100.0

0.0

0.1

0.0

0.5

0.0

99.0

197

3.1

8.9

199

0.0

0.3

0.5

0.0

99.2

1906

29.7

85.9

1921

379

0.0

100.0

115

1.8

5.1

115

100.0

0.0

0.3

0.5

0.0

99.2

2220

34.6

2237

431

108

275

0.0

0.2

0.5

0.1

99.3

6415

6463

1132

0.792

100.0

0.0

0.000

12:15 PM

12:30 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

1.9

16.7

12:00 PM

Left

U-Turn

11:45 AM

Start Time

6.1

0.0

93.9

0.688

3.3

28.9

0.0

100.0

0.816

6.2

54.4

Right

100.0

Peds

1.8

0.0

98.2

112

0.891

11.4

114

App. Total

0.000

0.0

U-Turn

1.3

0.0

98.7

0.852

7.5

47.5

Left

0.0

100.0

0.821

4.6

29.1

Thru

0.0

100.0

0.841

3.7

23.4

Right

Westbound

Eastbound

Thru

Old Checker Rd

Peds

0.6

0.0

99.4

157

0.963

15.8

158

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.766

4.9

11.5

Left

0.0

0.3

0.0

99.7

299

0.843

29.9

70.3

300

Thru

0.0

100.0

0.886

7.8

18.3

Right

Northbound

N Buffalo Grove Rd

Turning Movement Peak Hour Data (11:45 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

100.0

Peds

0.0

0.2

0.0

99.8

426

0.854

42.6

427

110

125

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.731

3.8

12.5

Left

0.0

0.4

0.0

99.6

250

0.794

25.0

82.8

251

Thru

0.0

100.0

0.700

1.4

4.6

Right

Southbound

N Buffalo Grove Rd

100.0

Peds

0.0

0.3

0.0

99.7

302

0.851

30.2

303

App. Total

Count Name: N Buffalo Grove Rd with Old Checker Rd Site Code: Start Date: 12/19/2021 Page No: 3

0.3

0.0

0.2

0.0

99.5

997

0.888

1002

230

259

231

282

Int. Total

0.521

100.0

0.0

0.000

8:30 AM

8:45 AM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

3.5

21.9

8:15 AM

Left

U-Turn

8:00 AM

Start Time

0.0

100.0

0.725

4.0

25.4

0.0

1.7

98.3

0.882

8.4

52.6

Right

100.0

Peds

0.0

0.9

99.1

113

0.864

15.9

114

App. Total

0.000

0.0

U-Turn

0.0

2.5

0.0

97.5

0.769

5.6

50.6

Left

0.0

100.0

0.750

2.1

19.0

Thru

0.0

4.2

0.0

95.8

0.545

3.3

30.4

Right

Westbound

Eastbound

Thru

Old Checker Rd

Peds

0.0

2.5

0.0

97.5

0.681

11.0

App. Total

0.000

0.0

U-Turn

0.0

5.0

95.0

0.625

2.8

7.6

Left

0.0

2.2

0.0

97.8

182

0.949

25.9

70.5

186

Thru

0.0

1.7

0.0

98.3

0.763

8.1

22.0

Right

Northbound

N Buffalo Grove Rd

Turning Movement Peak Hour Data (8:00 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

1.9

0.4

97.7

258

0.892

36.8

264

App. Total

0.000

0.0

U-Turn

0.0

4.0

0.0

96.0

0.694

3.5

9.6

Left

0.0

0.9

0.0

98.2

217

0.778

30.8

84.7

221

Thru

0.0

100.0

0.417

2.1

5.7

Right

Southbound

N Buffalo Grove Rd

100.0

Peds

0.0

1.1

0.8

0.0

98.1

256

0.796

36.4

261

App. Total

Count Name: N Buffalo Grove Rd with Old Checker Rd Site Code: Start Date: 12/19/2021 Page No: 4

0.0

0.4

1.3

0.3

98.1

704

0.847

718

212

172

169

165

Int. Total

0.775

0.0

0.000

5:00 PM

5:15 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

2.6

27.0

4:45 PM

Left

U-Turn

4:30 PM

Start Time

0.0

100.0

0.775

2.6

27.0

0.0

1.9

0.0

98.1

0.779

4.5

46.1

Right

Peds

0.0

0.9

0.0

99.1

114

0.871

9.7

115

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.788

6.9

49.7

Left

0.0

100.0

0.767

3.9

27.9

Thru

0.0

2.7

0.0

97.3

0.771

3.1

22.4

Right

Westbound

Eastbound

Thru

Old Checker Rd

100.0

Peds

0.0

0.6

0.0

99.4

164

0.859

13.9

165

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.750

5.1

13.0

Left

0.0

0.3

0.0

99.4

325

0.889

27.6

70.9

327

Thru

0.0

100.0

0.712

6.3

16.1

Right

Northbound

N Buffalo Grove Rd

Turning Movement Peak Hour Data (4:30 PM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.2

0.0

99.6

459

0.937

38.9

461

118

123

103

117

App. Total

0.0

100.0

0.500

0.2

0.5

U-Turn

0.0

100.0

0.672

3.6

9.7

Left

0.0

0.3

0.0

99.7

370

0.875

31.3

83.7

371

106

Thru

0.0

100.0

0.675

2.3

6.1

Right

Southbound

N Buffalo Grove Rd

Peds

0.0

0.2

0.0

99.8

442

0.872

37.4

443

127

105

118

App. Total

Count Name: N Buffalo Grove Rd with Old Checker Rd Site Code: Start Date: 12/19/2021 Page No: 5

0.0

0.1

0.3

0.0

99.6

1179

0.961

1184

308

296

290

Int. Total

7:30 AM

5:45 PM

Hourly Total

0.0

% Articulated Trucks

Bicycles on Road

% Single-Unit Trucks

Articulated Trucks

100.0

Single-Unit Trucks

0.0

5:30 PM

% Buses

5:15 PM

5:00 PM

0.0

Hourly Total

Buses

4:45 PM

% Lights

4:30 PM

4:15 PM

Lights

4:00 PM

0.0

*** BREAK ***

Total %

Hourly Total

8:45 AM

0.3

8:30 AM

Grand Total

8:15 AM

Approach %

8:00 AM

0.0

1.1

0.0

98.9

2.4

29.9

7:45 AM

Hourly Total

7:15 AM

Left

U-Turn

7:00 AM

Start Time

0.0

100.0

1.2

14.6

1.2

4.6

0.0

94.2

163

4.4

55.1

173

Right

Peds

0.6

3.2

0.0

96.2

302

7.9

314

App. Total

0.0

U-Turn

2.8

0.0

97.2

0.9

33.3

Left

0.0

100.0

0.5

19.4

Thru

0.0

100.0

1.3

47.2

Right

Westbound

Eastbound

Thru

Bank Ln

Old Checker Rd

Peds

0.9

0.0

99.1

107

2.7

108

App. Total

0.0

100.0

0.1

U-Turn

1.3

3.3

0.0

95.4

146

3.9

8.6

153

Left

Turning Movement Data

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

0.6

0.9

0.1

98.4

1570

40.3

89.9

1595

529

114

131

149

135

590

146

143

157

144

256

220

Thru

0.0

100.0

0.6

1.4

Right

Northbound

McHenry Rd

Peds

0.6

1.1

0.1

98.2

1743

44.9

1775

590

128

144

165

153

652

163

158

176

155

286

247

App. Total

0.0

U-Turn

0.0

100.0

2.4

5.3

Left

0.7

0.8

0.1

98.5

1536

39.4

88.7

1560

441

109

100

131

101

389

101

373

103

357

107

Thru

0.0

1.9

0.0

98.1

103

2.7

6.0

105

Right

Southbound

McHenry Rd

Peds

0.6

0.8

0.1

98.5

1732

44.5

1758

502

124

115

151

112

440

111

107

111

410

111

107

406

127

101

App. Total

0.6

1.1

0.1

98.2

3884

3955

1200

279

291

340

290

1225

302

298

317

308

785

220

212

194

159

745

230

183

174

158

Int. Total

Count Name: McHenry Rd with Old Checker Rd(Weekday) Site Code: Start Date: 12/21/2021 Page No: 1

Pedestrians

% Pedestrians

0.0

% Bicycles on Road

0.0

100.0

0.0

0.750

100.0

0.0

0.000

8:30 AM

8:45 AM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

1.5

19.4

8:15 AM

Left

U-Turn

8:00 AM

Start Time

0.0

100.0

0.750

1.5

19.4

0.0

2.6

5.3

0.0

92.1

0.792

4.8

61.3

Right

Peds

0.0

1.6

3.2

0.0

95.2

0.816

7.9

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.833

1.3

37.0

Left

0.0

100.0

0.250

0.1

3.7

Thru

0.0

100.0

0.667

2.0

59.3

Right

Eastbound

Thru

Bank Ln Westbound

Old Checker Rd

100.0

Peds

0.0

100.0

0.675

3.4

App. Total

0.000

0.0

U-Turn

0.0

3.7

7.4

0.0

88.9

0.614

3.4

9.4

Left

0.0

2.0

3.1

0.4

94.5

242

0.810

32.6

89.5

256

Thru

0.0

100.0

0.375

0.4

1.0

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (8:00 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

2.1

3.5

0.3

94.1

269

0.851

36.4

286

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.591

3.3

6.3

Left

0.0

1.1

0.0

97.9

365

0.905

47.5

91.0

373

103

Thru

0.0

18.2

0.0

81.8

0.688

1.4

2.7

Right

Southbound

McHenry Rd

Peds

0.0

1.0

1.5

0.0

97.6

400

0.923

52.2

410

111

107

App. Total

0.0

1.4

2.3

0.1

96.2

755

0.892

785

220

212

194

159

Int. Total

Count Name: McHenry Rd with Old Checker Rd(Weekday) Site Code: Start Date: 12/21/2021 Page No: 3

0.792

0.0

0.000

5:00 PM

5:15 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

2.6

0.0

97.4

3.1

44.7

4:45 PM

Left

U-Turn

4:30 PM

Start Time

0.0

100.0

0.750

0.7

10.6

0.0

2.6

0.0

97.4

0.792

3.1

44.7

Right

Peds

0.0

1.2

0.0

97.6

0.924

6.9

App. Total

0.000

0.0

U-Turn

0.0

10.0

0.0

90.0

0.625

0.8

40.0

Left

0.0

100.0

0.750

0.5

24.0

Thru

0.0

100.0

0.450

0.7

36.0

Right

Eastbound

Thru

Bank Ln Westbound

Old Checker Rd

Peds

0.0

4.0

0.0

96.0

0.625

2.0

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.867

4.2

8.1

Left

0.0

0.2

0.5

0.0

99.3

569

0.961

46.6

89.7

573

149

135

146

143

Thru

0.0

100.0

0.875

1.1

2.2

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (4:30 PM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.2

0.5

0.0

99.4

635

0.968

52.0

639

165

153

163

158

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.583

1.7

4.4

Left

0.0

0.5

0.7

0.0

98.8

424

0.819

34.9

89.2

429

131

101

Thru

0.0

100.0

0.705

2.5

6.4

Right

Southbound

McHenry Rd

Peds

0.0

0.4

0.6

0.0

99.0

476

0.796

39.1

481

151

112

111

107

App. Total

0.0

0.4

0.6

0.0

99.0

1218

0.904

1230

340

290

302

298

Int. Total

Count Name: McHenry Rd with Old Checker Rd(Weekday) Site Code: Start Date: 12/21/2021 Page No: 4

0.767

0.0

0.000

12:15 PM

12:30 PM

Total

Approach %

Total %

PHF

Lights

% Lights

Buses

% Buses

Single-Unit Trucks

% Single-Unit Trucks

Articulated Trucks

% Articulated Trucks

Bicycles on Road

% Bicycles on Road

Pedestrians

% Pedestrians

0.0

100.0

3.2

30.7

12:00 PM

Left

U-Turn

11:45 AM

Start Time

0.0

100.0

0.472

1.2

11.3

0.0

1.1

0.0

98.9

0.837

6.1

58.0

Right

Peds

0.0

0.7

0.0

99.3

149

0.872

10.4

150

App. Total

0.000

0.0

U-Turn

0.0

100.0

0.571

1.1

21.1

Left

0.0

100.0

0.750

1.0

19.7

Thru

0.0

100.0

0.489

3.1

59.2

Right

Eastbound

Thru

Bank Ln Westbound

Old Checker Rd

Peds

0.0

100.0

0.543

5.3

App. Total

0.0

100.0

0.750

0.2

0.5

U-Turn

0.0

1.3

0.0

98.7

0.837

5.4

11.7

Left

0.0

0.5

0.9

0.0

98.6

563

0.845

39.7

87.0

571

169

154

108

140

Thru

0.0

100.0

0.417

0.3

0.8

Right

Northbound

McHenry Rd

Turning Movement Peak Hour Data (11:45 AM)

Rosemont, Illinois, United States 60018 (847)518-9990 kpachowicz@kloainc.com

Kenig Lindgren O'Hara Aboona, Inc. 9575 W. Higgins Rd., Suite 400

Peds

0.0

0.6

0.8

0.0

98.6

647

0.837

45.6

656

196

176

124

160

App. Total

0.0

100.0

0.250

0.1

0.2

U-Turn

0.0

100.0

0.734

3.3

8.5

Left

0.0

0.4

0.0

99.6

454

0.870

31.7

82.0

456

125

108

131

Thru

0.0

100.0

0.867

3.6

9.4

Right

Southbound

McHenry Rd

Peds

0.0

0.4

0.0

99.6

554

0.853

38.7

556

113

153

127

163

App. Total

0.0

0.3

0.5

0.0

99.2

1426

0.929

1438

387

369

308

374

Int. Total

Count Name: McHenry Rd with Old Checker Rd(Weekend) Site Code: Start Date: 12/18/2021 Page No: 2

Site Plan

CMAP 2050 Projections Letter

January 17, 2022

Andrew Bowen Traffic Engineer Kenig, Lindgren, O’Hara and Aboona, Inc. 9575 West Higgins Road Suite 400 Rosemont, IL 60018 Subject: Buffalo Grove Town Center Redevelopment IDOT Dear Mr. Bowen:

In response to a request made on your behalf and dated January 14, 2022, we have developed year 2050 average daily traffic (ADT) projections for the subject location.

ROAD SEGMENT McHenry Rd north of Lake Cook Rd McHenry Rd south of Lake Cook Rd Lake Cook Rd east of McHenry Rd Lake Cook Rd west of McHenry Rd Buffalo Grove Rd north of Lake Cook Rd Old Checker Rd west of Buffalo Grove Rd

Current ADT Year 2050 ADT 17,200 20,700 17,200 20,600 36,300 43,500 36,000 43,200 12,600 15,100 3,000 3,600

Traffic projections are developed using existing ADT data provided in the request letter and the results from the June 2021 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806. Sincerely, Jose Rodriguez, PTP, AICP Senior Planner, Research & Analysis cc: Rios (IDOT) 2022_ForecastTraffic\BufaloGrove\la-07-22\la-07-22.docx

Level of Service Criteria

LEVEL OF SERVICE CRITERIA Signalized Intersections Level of Service A

Average Control Interpretation Delay (seconds per vehicle) Favorable progression. Most vehicles arrive during the ≤10 green indication and travel through the intersection without stopping.

Good progression, with more vehicles stopping than for Level of Service A.

>10 - 20

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

>20 - 35

The volume-to-capacity ratio is high and either progression is ineffective or the cycle length is too long. Many vehicles stop and individual cycle failures are noticeable.

>35 - 55

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

>55 - 80

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

0 - 10

> 10 - 15

> 15 - 25

> 25 - 35

> 35 - 50

> 50

Source: Highway Capacity Manual, 2010.

Capacity Analysis Summary Reports

Weekday Morning Peak Hour – Existing Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (#/hr) Parking (#/hr) Mid-Block Traffic (%) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

96 96 1900 11

1576 1576 2000 11 0%

128 128 1900 11

30 30 1900 11

956 956 2000 11 0%

64 64 1900 11

149 149 1900 11

366 366 1900 12 0%

14 14 1900 12

273 273 1900 11

452 452 1900 12 0%

28 28 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3319 0.950 3319

5075

1487

5075

1487 No

0.850 0.950 3193 0.950 3193

45 720 10.9 0.93 100% 2% 0

0.93 100% 4% 0

5 3.0 7.5 22.0 18.3% 3.5 1.0 0.0 4.5 Lead Yes None 9.1 0.08

0.93 100% 5% 0

1382

4933

1382 No

0.93 100% 6% 0

0.93 100% 7% 0

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead Yes None 74.4 0.62

32 Prot 1 1 3.0 7.5 12.0 10.0% 3.5 1.0 0.0 4.5 Lead Yes None 6.6 0.06

0.93 100% 13% 0

0.93 100% 5% 0

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

3423

0 No

0.93 100% 5% 0

3.0 6.5 28.0 23.3% 3.5 0.0 0.0 3.5 Lead Yes None 75.0 0.62

160 pm+pt 3 8 3

409 NA 8

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead Yes None 37.1 0.31

0.95

0.991 0.950 1728 0.294 535

3511

0 No

45 572 8.7 0.93 100% 0% 0

0.93 100% 1% 0

1028 69 NA pm+ov 6 7 6 6 7 15.0 21.0 44.0 36.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 49.1 0.41

0.95

40 2046 34.9

1695 138 NA pm+ov 2 3 2 2 3 15.0 21.0 54.0 45.0% 4.5 1.5 0.0 6.0 Lag Yes C-Min 55.7 0.46

4933

0.95 0.994

0.950 1662 0.399 698

45 1138 17.2

0% 103 Prot 5

1.00

0 0

0.93 100% 2% 0

0.93 100% 0% 0

0% 0

516 NA 4

294 pm+pt 7 4 7

15.0 21.0 26.0 21.7% 4.5 1.5 0.0 6.0 Lag Yes None 21.9 0.18

3.0 6.5 28.0 23.3% 3.5 0.0 0.0 3.5 Lead Yes None 47.8 0.40

15.0 21.0 35.0 29.2% 4.5 1.5 0.0 6.0 Lag Yes None 29.1 0.24

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

Lane Group v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio

EBL 0.41 77.9 0.0 77.9 E 44 m64 150 484 0 0 0 0.21

EBT 0.72 15.0 0.0 15.0 B 17.5 B 130 203 640 2357 0 0 0 0.72

01/31/2022

EBR 0.15 4.0 0.0 4.0 A

WBL 0.18 62.1 0.0 62.1 E

14 m20

12 m28

215 957 0 0 0 0.14

215 199 0 0 0 0.16

WBT 0.51 19.0 0.0 19.0 B 19.4 B 133 154 1058 2018 0 0 0 0.51

WBR 0.08 5.7 0.0 5.7 A

NBL 0.50 29.9 0.0 29.9 C

13 m21

78 128

215 916 0 0 0 0.08

325 356 0 0 0 0.45

NBT 0.66 51.3 0.0 51.3 D 45.3 D 151 216 1966 628 0 0 0 0.65

NBR

SBL 0.72 33.2 0.0 33.2 C 165 121 330 456 0 0 0 0.64

SBT 0.61 40.7 0.0 40.7 D 38.0 D 186 251 492

SBR

875 0 0 0 0.59

1: McHenry Road & Lake Cook Road

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

1 1 1900 11

0 0 1900 11 0%

10 10 1900 11

46 46 1900 10

0 0 1900 11 0%

24 24 1900 11

11 11 1900 12

420 420 2000 12 0%

65 65 1900 12

49 49 1900 12

639 639 2000 12 0%

5 5 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.850 1561

1837

1561

0 No

0.950 1652 0.755 1313

30 610 13.9 0.88 100% 0% 0

11 NA 4

0.95

0.88 100% 0% 0

0.88 100% 2% 0

1561

0 No

0.88 100% 0% 0

0.95

3551

1568

3551

1568 No

0.88 100% 0% 0

0.88 100% 7% 0

3725

1615

3725

1615 No

45 808 12.2 0.88 100% 3% 0

0.88 100% 4% 0

0.88 100% 2% 0

0.88 100% 0% 0

27 NA 8

52 pm+pt 3 8 3

13 pm+pt 5 2 5

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 20.0 16.7% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 27.0 22.5% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 71.0 59.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

None 7.9 0.07

None 8.2 0.07

None 13.1 0.11

None 9.7 0.08

None 98.3 0.82

C-Min 92.4 0.77

None 106.2 0.88

None 100.7 0.84

C-Min 96.6 0.80

None 105.9 0.88

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1736 0.464 848

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.376 714

30 433 9.8

0% 1 pm+pt 7 4 7

1.00

0.850

0.950 1745

0.88 100% 0% 0

1.00

215 1

477 74 NA pm+ov 2 3 2 2 3

56 pm+pt 1 6 1

726 6 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.01 44.0 0.0 44.0 D 1 6 144 0 0 0 0.01

EBT 0.10 54.6 0.0 54.6 D 53.7 D 8 27 530 182 0 0 0 0.06

EBR

WBL 0.30 50.6 0.0 50.6 D 38 67 225 0 0 0 0.23

WBT 0.21 54.4 0.0 54.4 D 51.9 D 20 47 353

WBR

273 0 0 0 0.10

NBL 0.02 1.1 0.0 1.1 A 2 m1 200 661 0 0 0 0.02

NBT 0.17 3.4 0.0 3.4 A 3.0 A 44 24 492 2734 0 0 0 0.17

01/31/2022

NBR 0.05 0.5 0.0 0.5 A

SBL 0.07 3.0 0.0 3.0 A

2 m6

5 22

180 1421 0 0 0 0.05

215 810 0 0 0 0.07

SBT 0.24 5.0 0.0 5.0 A 4.8 A 47 160 728 2998 0 0 0 0.24

SBR 0.00 3.2 0.0 3.2 A 0 5 215 1445 0 0 0 0.00

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 78 (65%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 7.1 Intersection LOS: A Intersection Capacity Utilization 42.7% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

9 9 1900 11

404 404 1900 12 0%

43 43 1900 12

57 57 1900 11

665 665 2000 12 0%

6 6 1900 12

1 1 1900 11

7 7 1900 11 0%

12 12 1900 12

29 29 1900 11

10 10 1900 11 0%

48 48 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.986 0.950 1572 0.368 609

0.850

3348

0 No

0.950 1745 0.434 797

45 999 15.1 0.89 100% 11% 0

0.89 100% 7% 0

502 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 51.9 0.74

3725

1615

3725

1615 No

0.89 100% 0% 0

0.89 100% 2% 0

747 NA 6

64 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.3 0.69

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 54.4 0.78

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.7 0.75

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

1.00

0.907 0

1837

1666

0 No

0.950 1745 0.580 1065

30 523 11.9 0.89 100% 0% 0

0.89 100% 0% 0

21 NA 4

6 6

1 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.7 0.75

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 9.3 0.13

1.00

1607

0 No

25 1047 28.6 0.89 100% 0% 0

0.89 100% 0% 0

0% 7 Perm

1.00 0.875

1666

0% 0

1.00

0.950 1745

45 1531 23.2

0% 10 pm+pt 5 2 5

1.00

0 0

0.89 100% 0% 0

0% 0

65 NA 8

33 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.6 0.12

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.7 0.17

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 9.5 0.14

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.02 5.3 0.0 5.3 A 1 8 150 601 0 0 0 0.02

NBT 0.22 9.1 0.0 9.1 A 9.0 A 53 122 919 2312 0 0 0 0.22

NBR

SBL 0.09 1.2 0.0 1.2 A 1 m4 100 751 0 0 0 0.09

SBT 0.27 3.6 0.0 3.6 A 3.4 A 10 192 1451 2803 0 0 0 0.27

01/31/2022

SBR 0.01 3.8 0.0 3.8 A

NEL 0.00 20.0 0.0 20.0 B

0 m3

0 3

100 1215 0 0 0 0.01

65 315 0 0 0 0.00

NET 0.10 28.2 0.0 28.2 C 27.8 C 8 26 443 333 0 0 0 0.06

NER

SWL 0.13 21.8 0.0 21.8 C 12 26 65 303 0 0 0 0.11

SWT 0.30 30.3 0.0 30.3 C 27.4 C 26 56 967

SWR

321 0 0 0 0.20

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 2 (3%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 7.4 Intersection LOS: A Intersection Capacity Utilization 42.4% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

25 25 1900 11

29 29 1900 11 0%

30 30 1900 12

40 40 1900 11

15 15 1900 11 0%

24 24 1900 12

20 20 1900 11

326 326 1900 12 0%

58 58 1900 12

25 25 1900 11

387 387 1900 12 0%

15 15 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.924 0.950 1745 0.889 1633

1680

0 No

0.85 100% 0% 0

0.85 100% 2% 0

69 NA 4

1630

0 No

0.85 100% 0% 0

47 Perm

46 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 10.6 0.26

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

0.95

0.85 100% 4% 0

0.85 100% 5% 0

3458

0 No

0.85 100% 2% 0

24 pm+pt 5 2 5

452 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 28.3 0.69

0.95

3521

0 No

40 2287 39.0 0.85 100% 2% 0

0.85 100% 4% 0

0% 0

0.95 0.994

0.950 1678 0.473 835

30 1565 35.6

0% 0

0.95 0.977

0.950 1662 0.481 841

35 431 8.4

0% 29 Perm

1.00

0.909 0.950 1711 0.889 1601

30 3889 88.4 0.85 100% 0% 0

1.00

0 0

0.85 100% 2% 0

0.85 100% 0% 0

0% 0

473 NA 6

29 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 28.1 0.69

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 28.8 0.70

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 29.5 0.72

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.07 20.5 0.0 20.5 C 5 29 125 691 0 0 0 0.04

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 41 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.19 Intersection Signal Delay: 8.6 Intersection Capacity Utilization 38.0% Analysis Period (min) 15 Splits and Phases:

EBT 0.16 20.2 0.0 20.2 C 20.3 C 12 54 3809 711 0 0 0 0.10

EBR

WBL 0.11 20.3 0.0 20.3 C 8 41 80 677 0 0 0 0.07

WBT 0.11 20.3 0.0 20.3 C 20.3 C 8 40 351

WBR

689 0 0 0 0.07

NBL 0.03 3.8 0.0 3.8 A 2 8 400 742 0 0 0 0.03

NBT 0.19 7.1 0.0 7.1 A 6.9 A 26 74 1485 2759 0 0 0 0.16

01/31/2022

NBR

SBL 0.04 3.7 0.0 3.7 A 2 9 110 752 0 0 0 0.04

SBT 0.19 5.7 0.0 5.7 A 5.6 A 27 77 2207

SBR

2812 0 0 0 0.17

Intersection LOS: A ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

1.4

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 12 38 10 1 16 27 448 3 26 653 11 Future Vol, veh/h 12 12 38 10 1 16 27 448 3 26 653 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 0 8 0 0 0 11 5 0 0 2 18 Mvmt Flow 13 13 43 11 1 18 30 503 3 29 734 12 Major/Minor Minor2 Conflicting Flow All 1104 1358 Stage 1 792 792 Stage 2 312 566 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver 168 150 Stage 1 353 404 Stage 2 679 511 Platoon blocked, % Mov Cap-1 Maneuver 156 141 Mov Cap-2 Maneuver 262 258 Stage 1 340 393 Stage 2 637 492 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 15 C

Minor1 367 997 1369 - 565 565 - 432 804 7.06 7.5 6.5 6.5 5.5 6.5 5.5 3.38 3.5 4 613 201 148 - 482 511 - 577 398

Major1 253 746 6.9 4.32 3.3 2.31 753 801 -

613 -

753 -

171 292 464 504 WB 13.5 B

NBL 801 0.038 9.7 A 0.1

139 250 492 387

801 -

0 -

NB 0.5

NBT NBR EBLn1 EBLn2WBLn1 SBL - 262 461 454 1069 - 0.051 0.122 0.067 0.027 - 19.5 13.9 13.5 8.5 C B B A 0.2 0.4 0.2 0.1

AMEX Existing Morning Peak 4:16 pm 01/27/2022 22-005 Buffalo Grove ANB

Major2 0 506 4.1 2.2 - 1069 - 1069 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Weekday Evening Peak Hour – Existing Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

140 140 1900 11

1035 1035 2000 11 0%

164 164 1900 11

52 52 1900 11

1592 1592 2000 11 0%

183 183 1900 11

169 169 1900 11

567 567 1900 12 0%

14 14 1900 12

200 200 1900 11

431 431 1900 12 0%

81 81 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3385 0.950 3385

5175

1531

5175

1531 No

0.850 0.950 3385 0.950 3385

45 720 10.9 0.91 100% 0% 0

0.91 100% 2% 0

5 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 9.2 0.08

0.91 100% 2% 0

1561

5175

1561 No

0.91 100% 0% 0

0.91 100% 2% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 73.3 0.61

57 Prot 1 1 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 7.4 0.06

0.91 100% 0% 0

0.91 100% 2% 0

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

3561

0 No

0.91 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 69.8 0.58

186 pm+pt 3 8 3

638 NA 8

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 40.7 0.34

0.95

0.976 0.950 1728 0.175 318

3483

0 No

45 572 8.7 0.91 100% 0% 0

0.91 100% 1% 0

1749 201 NA pm+ov 6 7 6 6 7 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.3 0.44

0.95

40 2046 34.9

1137 180 NA pm+ov 2 3 2 2 3 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 56.1 0.47

5175

0.95 0.996

0.950 1711 0.245 441

45 1138 17.2

0% 154 Prot 5

1.00

0 0

0.91 100% 1% 0

0.91 100% 2% 0

0% 0

563 NA 4

220 pm+pt 7 4 7

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.0 0.22

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 41.3 0.34

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.3 0.23

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.60 75.7 0.0 75.7 E 64 m100 150 267 0 0 0 0.58

EBT 0.47 12.8 0.0 12.8 B 18.5 B 100 115 640 2418 0 0 0 0.47

01/31/2022

EBR 0.19 4.9 0.0 4.9 A

WBL 0.27 68.8 0.0 68.8 E

24 m37

23 m32

215 938 0 0 0 0.19

215 267 0 0 0 0.21

WBT 0.77 15.8 0.0 15.8 B 16.2 B 127 184 1058 2257 0 0 0 0.77

WBR 0.22 4.2 0.0 4.2 A

NBL 0.70 42.1 0.0 42.1 D

20 m27

101 #165

215 908 0 0 0 0.22

325 272 0 0 0 0.68

NBT 0.80 52.4 0.0 52.4 D 50.1 D 246 316 1966 801 0 0 0 0.80

NBR

SBL 0.90 72.2 0.0 72.2 E 133 #263 330 244 0 0 0 0.90

SBT 0.71 44.0 0.0 44.0 D 52.0 D 220 171 492

SBR

792 0 0 0 0.71

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 27.8 Intersection LOS: C Intersection Capacity Utilization 77.5% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1900 11

4 4 1900 11 0%

19 19 1900 11

98 98 1900 10

6 6 1900 11 0%

66 66 1900 11

22 22 1900 12

771 771 2000 12 0%

97 97 1900 12

90 90 1900 12

546 546 2000 12 0%

9 9 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.875 0.950 1745 0.714 1311

1607

0 No

0.95 100% 0% 0

24 NA 4

0.95

0.95 100% 0% 0

1583

0 No

0.95 100% 0% 0

0.95

3762

1615

3762

1615 No

0.95 100% 0% 0

0.95 100% 1% 0

3725

1615

3725

1615 No

45 808 12.2 0.95 100% 0% 0

0.95 100% 0% 0

0.95 100% 2% 0

0.95 100% 0% 0

75 NA 8

103 pm+pt 3 8 3

23 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 19.0 15.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 29.0 24.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 73.0 60.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 13.0 0.11

None 8.8 0.07

None 21.8 0.18

None 15.5 0.13

None 86.4 0.72

C-Min 77.9 0.65

None 96.5 0.80

None 90.3 0.75

C-Min 82.8 0.69

None 94.7 0.79

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.296 562

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.436 828

30 433 9.8

0% 12 pm+pt 7 4 7

1.00

0.862 0.950 1685 0.456 809

30 610 13.9 0.95 100% 0% 0

1.00

215 1

812 102 NA pm+ov 2 3 2 2 3

95 pm+pt 1 6 1

575 9 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.07 36.5 0.0 36.5 D 7 23 162 0 0 0 0.07

EBT 0.21 56.0 0.0 56.0 E 49.5 D 18 46 530 174 0 0 0 0.14

EBR

WBL 0.43 45.8 0.0 45.8 D 67 111 270 0 0 0 0.38

WBT 0.37 51.4 0.0 51.4 D 48.2 D 50 98 353

WBR

303 0 0 0 0.25

NBL 0.04 2.2 0.0 2.2 A 0 m4 200 644 0 0 0 0.04

NBT 0.33 4.7 0.0 4.7 A 4.3 A 45 73 492 2442 0 0 0 0.33

01/31/2022

NBR 0.08 1.5 0.0 1.5 A

SBL 0.19 5.9 0.0 5.9 A

0 m11

19 42

180 1337 0 0 0 0.08

215 556 0 0 0 0.17

SBT 0.22 9.0 0.0 9.0 A 8.5 A 95 147 728 2571 0 0 0 0.22

SBR 0.01 5.9 0.0 5.9 A 2 8 215 1274 0 0 0 0.01

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 82 (68%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay: 11.0 Intersection LOS: B Intersection Capacity Utilization 50.7% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

21 21 1900 11

743 743 1900 12 0%

91 91 1900 12

47 47 1900 11

584 584 2000 12 0%

12 12 1900 12

5 5 1900 11

9 9 1900 11 0%

15 15 1900 12

57 57 1900 11

23 23 1900 11 0%

58 58 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.984 0.950 1745 0.424 779

0.850

3517

0 No

0.950 1745 0.272 500

45 999 15.1 0.97 100% 0% 0

0.97 100% 1% 0

860 NA 2

3.0 9.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 51.7 0.69

3762

1495

3762

1495 No

0.97 100% 1% 0

0.97 100% 0% 0

0.97 100% 1% 0

602 NA 6

48 pm+pt 1 6 1

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.7 0.62

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 53.1 0.71

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.9 0.65

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.97 100% 8% 0

0.97 100% 0% 0

1575

0 No

0.97 100% 0% 0

24 NA 4

6 6

5 pm+pt 7 4 7

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.9 0.65

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 11.6 0.15

1.00

1640

0 No

25 1047 28.6 0.97 100% 9% 0

0.97 100% 0% 0

0% 12 Perm

1.00 0.893

0.950 1745 0.459 843

30 523 11.9

0% 0

1.00 0.906

0.950 1745 0.702 1289

45 1531 23.2

0% 22 pm+pt 5 2 5

1.00

0 0

0.97 100% 0% 0

0% 0

84 NA 8

59 pm+pt 3 8 3

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 8.7 0.12

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 15.6 0.21

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 12.2 0.16

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.04 6.3 0.0 6.3 A 2 13 150 679 0 0 0 0.03

NBT 0.39 12.2 0.0 12.2 B 12.1 B 106 229 919 2188 0 0 0 0.39

NBR

SBL 0.10 3.1 0.0 3.1 A 3 m7 100 517 0 0 0 0.09

SBT 0.25 5.9 0.0 5.9 A 5.7 A 17 168 1451 2452 0 0 0 0.25

01/31/2022

SBR 0.01 6.0 0.0 6.0 A

NEL 0.02 19.2 0.0 19.2 B

1 m6

2 8

100 974 0 0 0 0.01

65 308 0 0 0 0.02

NET 0.13 31.2 0.0 31.2 C 29.1 C 10 31 443 357 0 0 0 0.07

NER

SWL 0.21 22.4 0.0 22.4 C 24 43 65 306 0 0 0 0.19

SWT 0.32 29.8 0.0 29.8 C 26.7 C 36 72 967

SWR

387 0 0 0 0.22

Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.39 Intersection Signal Delay: 11.1 Intersection LOS: B Intersection Capacity Utilization 49.9% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

31 31 1900 11

31 31 1900 11 0%

53 53 1900 12

82 82 1900 11

46 46 1900 11 0%

37 37 1900 12

60 60 1900 11

458 458 1900 12 0%

74 74 1900 12

45 45 1900 11

519 519 1900 12 0%

27 27 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.905 0.950 1745 0.701 1288

1641

0 No

0.96 100% 0% 0

0.96 100% 2% 0

0.96 100% 0% 0

87 NA 4

1691

0 No

0.96 100% 0% 0

85 Perm

87 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 11.6 0.23

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.96 100% 3% 0

0.96 100% 0% 0

3504

0 No

0.96 100% 1% 0

63 pm+pt 5 2 5

554 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 32.7 0.64

0.95

3551

0 No

40 2287 39.0 0.96 100% 0% 0

0.96 100% 0% 0

0% 0

0.95 0.993

0.950 1745 0.445 817

30 1565 35.6

0% 0

0.95 0.979

0.950 1745 0.438 804

35 431 8.4

0% 32 Perm

1.00

0.933 0.950 1745 0.701 1288

30 3889 88.4 0.96 100% 0% 0

1.00

0 0

0.96 100% 1% 0

0.96 100% 0% 0

0% 0

569 NA 6

47 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 29.5 0.58

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 32.6 0.64

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 29.4 0.58

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.11 23.4 0.0 23.4 C 10 33 125 433 0 0 0 0.07

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 50.7 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 11.9 Intersection Capacity Utilization 43.1% Analysis Period (min) 15 Splits and Phases:

EBT 0.23 23.9 0.0 23.9 C 23.8 C 27 69 3809 552 0 0 0 0.16

EBR

WBL 0.29 25.5 0.0 25.5 C 26 70 80 433 0 0 0 0.20

WBT 0.22 23.8 0.0 23.8 C 24.7 C 26 69 351

WBR

568 0 0 0 0.15

NBL 0.10 4.3 0.0 4.3 A 6 19 400 665 0 0 0 0.09

NBT 0.27 9.4 0.0 9.4 A 8.9 A 61 104 1485 2427 0 0 0 0.23

01/31/2022

NBR

SBL 0.07 4.2 0.0 4.2 A 5 15 110 671 0 0 0 0.07

SBT 0.28 9.5 0.0 9.5 A 9.1 A 63 106 2207

SBR

2460 0 0 0 0.23

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

1.8

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 38 9 38 10 6 9 52 802 14 21 601 31 Future Vol, veh/h 38 9 38 10 6 9 52 802 14 21 601 31 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 3 0 3 10 0 0 0 1 0 0 1 0 Mvmt Flow 42 10 42 11 7 10 58 891 16 23 668 34 Major/Minor Minor2 Conflicting Flow All 1279 1737 Stage 1 714 714 Stage 2 565 1023 Critical Hdwy 7.56 6.5 Critical Hdwy Stg 1 6.56 5.5 Critical Hdwy Stg 2 6.56 5.5 Follow-up Hdwy 3.53 4 Pot Cap-1 Maneuver 122 88 Stage 1 386 438 Stage 2 474 316 Platoon blocked, % Mov Cap-1 Maneuver 108 80 Mov Cap-2 Maneuver 223 186 Stage 1 361 425 Stage 2 426 296 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 19 C

Minor1 334 1400 1763 - 1015 1015 - 385 748 6.96 7.7 6.5 6.7 5.5 6.7 5.5 3.33 3.6 4 659 93 85 - 241 318 - 588 423

Major1 454 702 6.9 4.1 3.3 2.2 559 905 -

659 -

559 -

78 169 226 521 WB 22.7 C

NBL 905 0.064 9.2 A 0.2

77 182 298 410

905 -

0 -

NB 0.6

NBT NBR EBLn1 EBLn2WBLn1 SBL - 223 443 231 759 - 0.189 0.118 0.12 0.031 - 24.9 14.2 22.7 9.9 C B C A 0.7 0.4 0.4 0.1

PMEX Existing Evening Peak 3:09 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 907 4.1 2.2 - 759 - 759 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Saturday Midday Peak Hour – Existing Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

172 172 1900 11

968 968 2000 11 0%

120 120 1900 11

64 64 1900 11

1084 1084 2000 11 0%

168 168 1900 11

157 157 1900 11

454 454 1900 12 0%

20 20 1900 12

270 270 1900 11

455 455 1900 12 0%

144 144 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3351 0.950 3351

5226

1473

5226

1473 No

0.850 0.950 3319 0.950 3319

45 720 10.9 0.97 100% 1% 0

0.97 100% 1% 0

5 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 9.3 0.08

0.97 100% 6% 0

1516

5226

1516 No

0.97 100% 2% 0

0.97 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 72.7 0.61

66 Prot 1 1 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 7.7 0.06

0.97 100% 3% 0

0.97 100% 2% 0

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

3554

0 No

0.97 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 70.7 0.59

162 pm+pt 3 8 3

489 NA 8

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 39.4 0.33

0.95

0.964 0.950 1728 0.280 509

3446

0 No

45 572 8.7 0.97 100% 0% 0

0.97 100% 1% 0

1118 173 NA pm+ov 6 7 6 6 7 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.1 0.43

0.95

40 2046 34.9

998 124 NA pm+ov 2 3 2 2 3 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 55.7 0.46

5226

0.95 0.994

0.950 1711 0.213 384

45 1138 17.2

0% 177 Prot 5

1.00

0 0

0.97 100% 1% 0

0% 0

617 NA 4

278 pm+pt 7 4 7

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 26.0 0.22

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 41.8 0.35

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.6 0.23

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.68 87.2 0.0 87.2 F 76 #115 150 265 0 0 0 0.67

EBT 0.41 10.8 0.0 10.8 B 20.7 C 69 80 640 2427 0 0 0 0.41

01/31/2022

EBR 0.14 5.1 0.0 5.1 A

WBL 0.31 77.1 0.0 77.1 E

15 25

28 m50

215 899 0 0 0 0.14

215 262 0 0 0 0.25

WBT 0.49 11.3 0.0 11.3 B 13.6 B 69 79 1058 2270 0 0 0 0.49

WBR 0.19 4.2 0.0 4.2 A

NBL 0.66 40.0 0.0 40.0 D

15 28

86 141

215 894 0 0 0 0.19

325 255 0 0 0 0.64

NBT 0.64 46.7 0.0 46.7 D 45.1 D 180 238 1966 799 0 0 0 0.61

NBR

SBL 0.91 67.5 0.0 67.5 E 106 #293 330 305 0 0 0 0.91

SBT 0.78 47.4 0.0 47.4 D 53.6 D 247 227 492

SBR

793 0 0 0 0.78

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 60 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 29.2 Intersection LOS: C Intersection Capacity Utilization 70.0% ICU Level of Service C Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

14 14 1900 11

15 15 1900 11 0%

36 36 1900 11

153 153 1900 10

16 16 1900 11 0%

75 75 1900 11

29 29 1900 12

613 613 2000 12 0%

152 152 1900 12

122 122 1900 12

605 605 2000 12 0%

7 7 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.893 0.950 1745 0.697 1280

1573

0 No

0.97 100% 0% 0

52 NA 4

0.95

0.97 100% 6% 0

0.97 100% 0% 0

1609

0 No

0.97 100% 0% 0

0.95

3689

1615

3689

1615 No

0.97 100% 0% 0

0.97 100% 4% 0

0.97 100% 3% 0

3762

1615

3762

1615 No

45 808 12.2 0.97 100% 0% 0

0.97 100% 0% 0

0.97 100% 1% 0

0.97 100% 0% 0

93 NA 8

158 pm+pt 3 8 3

30 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 24.0 20.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 40.0 33.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 10.0 8.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 52.0 43.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 61.0 50.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 17.2 0.14

None 10.6 0.09

None 28.4 0.24

None 21.8 0.18

None 78.8 0.66

C-Min 70.1 0.58

None 90.7 0.76

None 84.2 0.70

C-Min 76.0 0.63

None 88.1 0.73

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.359 682

45 572 8.7

0% 0

1.00 0.850

0.950 1736 0.415 758

30 433 9.8

0% 14 pm+pt 7 4 7

1.00

0.876 0.950 1685 0.534 947

30 610 13.9 0.97 100% 0% 0

1.00

215 1

632 157 NA pm+ov 2 3 2 2 3

126 pm+pt 1 6 1

624 7 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.07 31.6 0.0 31.6 C 8 23 207 0 0 0 0.07

EBT 0.38 58.6 0.0 58.6 E 52.9 D 39 78 530 235 0 0 0 0.22

EBR

WBL 0.50 41.9 0.0 41.9 D 101 148 373 0 0 0 0.42

WBT 0.32 44.1 0.0 44.1 D 42.7 D 59 110 353

WBR

455 0 0 0 0.20

NBL 0.05 4.3 0.0 4.3 A 4 m7 200 555 0 0 0 0.05

NBT 0.29 6.7 0.0 6.7 A 5.7 A 50 85 492 2154 0 0 0 0.29

01/31/2022

NBR 0.13 1.9 0.0 1.9 A

SBL 0.23 8.3 0.0 8.3 A

10 m10

30 64

180 1313 0 0 0 0.12

215 625 0 0 0 0.20

SBT 0.26 12.3 0.0 12.3 B 11.6 B 120 187 728 2381 0 0 0 0.26

SBR 0.01 8.1 0.0 8.1 A 2 8 215 1186 0 0 0 0.01

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 96 (80%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 14.6 Intersection LOS: B Intersection Capacity Utilization 51.3% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

13 13 1900 11

757 757 1900 12 0%

106 106 1900 12

47 47 1900 11

683 683 2000 12 0%

19 19 1900 12

5 5 1900 11

9 9 1900 11 0%

15 15 1900 12

57 57 1900 11

23 23 1900 11 0%

58 58 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.982 0.950 1745 0.373 685

0.850

3514

0 No

0.950 1745 0.229 421

45 999 15.1 0.93 100% 0% 0

0.93 100% 1% 0

928 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 46.7 0.67

3762

1615

3762

1615 No

0.93 100% 0% 0

0.93 100% 1% 0

734 NA 6

51 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 41.8 0.60

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 48.9 0.70

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.93 100% 0% 0

1668

0 No

0.93 100% 0% 0

26 NA 4

6 6

5 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.6 0.17

1.00

1588

0 No

25 1047 28.6 0.93 100% 0% 0

0.93 100% 0% 0

0% 20 Perm

1.00 0.893

0.950 1745 0.456 838

30 523 11.9

0% 0

1.00 0.908

0.950 1745 0.714 1311

45 1531 23.2

0% 14 pm+pt 5 2 5

1.00

0 0

0.93 100% 4% 0

0.93 100% 3% 0

0% 0

87 NA 8

61 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.7 0.12

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 15.4 0.22

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 12.0 0.17

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.03 6.8 0.0 6.8 A 1 10 150 621 0 0 0 0.02

NBT 0.44 13.7 0.0 13.7 B 13.6 B 118 256 919 2099 0 0 0 0.44

NBR

SBL 0.12 3.3 0.0 3.3 A 0 m6 100 475 0 0 0 0.11

SBT 0.30 5.4 0.0 5.4 A 5.3 A 19 210 1451 2475 0 0 0 0.30

01/31/2022

SBR 0.02 5.5 0.0 5.5 A

NEL 0.02 17.0 0.0 17.0 B

1 m11

2 8

100 1062 0 0 0 0.02

65 332 0 0 0 0.02

NET 0.13 28.3 0.0 28.3 C 26.5 C 10 30 443 333 0 0 0 0.08

NER

SWL 0.21 20.1 0.0 20.1 C 23 40 65 325 0 0 0 0.19

SWT 0.32 27.4 0.0 27.4 C 24.4 C 34 70 967

SWR

343 0 0 0 0.25

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay: 11.2 Intersection LOS: B Intersection Capacity Utilization 50.8% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

19 19 1900 11

31 31 1900 11 0%

62 62 1900 12

74 74 1900 11

46 46 1900 11 0%

37 37 1900 12

49 49 1900 11

420 420 1900 12 0%

78 78 1900 12

38 38 1900 11

351 351 1900 12 0%

14 14 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.900 0.950 1745 0.696 1278

1621

0 No

0.89 100% 6% 0

0.89 100% 0% 0

0.89 100% 1% 0

105 NA 4

1714

0 No

0.89 100% 0% 0

83 Perm

94 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 11.6 0.23

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.89 100% 0% 0

3494

0 No

0.89 100% 1% 0

55 pm+pt 5 2 5

560 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 32.2 0.65

0.95

3554

0 No

40 2287 39.0 0.89 100% 0% 0

0.89 100% 0% 0

0% 0

0.95 0.994

0.950 1745 0.442 812

30 1565 35.6

0% 0

0.95 0.976

0.950 1745 0.487 894

35 431 8.4

0% 21 Perm

1.00

0.933 0.950 1728 0.689 1253

30 3889 88.4 0.89 100% 0% 0

1.00

0 0

0.89 100% 1% 0

0.89 100% 0% 0

0% 0

410 NA 6

43 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 30.1 0.61

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 31.3 0.63

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 28.1 0.57

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.07 22.6 0.0 22.6 C 5 25 125 435 0 0 0 0.05

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 49.6 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.28 Intersection Signal Delay: 11.8 Intersection Capacity Utilization 41.5% Analysis Period (min) 15 Splits and Phases:

EBT 0.28 23.9 0.0 23.9 C 23.7 C 26 80 3809 552 0 0 0 0.19

EBR

WBL 0.28 24.9 0.0 24.9 C 21 68 80 427 0 0 0 0.19

WBT 0.24 23.3 0.0 23.3 C 24.0 C 24 72 351

WBR

584 0 0 0 0.16

NBL 0.08 4.3 0.0 4.3 A 5 17 400 714 0 0 0 0.08

NBT 0.26 8.4 0.0 8.4 A 8.1 A 39 104 1485 2460 0 0 0 0.23

01/31/2022

NBR

SBL 0.07 4.3 0.0 4.3 A 4 14 110 662 0 0 0 0.06

SBT 0.20 9.4 0.0 9.4 A 8.9 A 44 75 2207

SBR

2502 0 0 0 0.16

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

3.6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 46 17 87 16 15 45 80 799 5 48 638 52 Future Vol, veh/h 46 17 87 16 15 45 80 799 5 48 638 52 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 0 1 0 0 0 1 1 0 0 1 0 Mvmt Flow 51 19 97 18 17 50 89 888 6 53 709 58 Major/Minor Minor2 Conflicting Flow All 1446 1887 Stage 1 815 815 Stage 2 631 1072 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver 94 71 Stage 1 342 394 Stage 2 440 299 Platoon blocked, % Mov Cap-1 Maneuver 68 59 Mov Cap-2 Maneuver 165 148 Stage 1 306 367 Stage 2 337 268 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 22.8 C

Minor1 355 1539 1942 - 1069 1069 - 470 873 6.92 7.5 6.5 6.5 5.5 6.5 5.5 3.31 3.5 4 644 80 66 - 240 300 - 548 370

Major1 447 767 6.9 4.12 3.3 2.21 564 849 -

644 -

564 -

54 141 215 411 WB 25.8 D

NBL 849 0.105 9.7 A 0.3

55 145 269 344

849 -

0 -

NB 0.9

NBT NBR EBLn1 EBLn2WBLn1 - 165 416 256 - 0.31 0.278 0.33 - 36.3 16.9 25.8 E C D 1.2 1.1 1.4

STEX Existing Saturday Peak 3:55 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 894 4.1 2.2 - 767 - 767 -

0 -

SB 0.7

SBL 767 0.07 10 B 0.2

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Weekday Morning Peak Hour – No-Build Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

99 99 1900 11

1632 1632 2000 11 0%

133 133 1900 11

31 31 1900 11

990 990 2000 11 0%

66 66 1900 11

154 154 1900 11

379 379 1900 12 0%

14 14 1900 12

283 283 1900 11

468 468 1900 12 0%

29 29 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3319 0.950 3319

5075

1487

5075

1487 No

0.850 0.950 3193 0.950 3193

45 720 10.9 0.93 100% 2% 0

0.93 100% 4% 0

5 3.0 7.5 22.0 18.3% 3.5 1.0 0.0 4.5 Lead Yes None 9.2 0.08

0.93 100% 5% 0

1382

4933

1382 No

0.93 100% 6% 0

0.93 100% 7% 0

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead Yes None 74.3 0.62

33 Prot 1 1 3.0 7.5 12.0 10.0% 3.5 1.0 0.0 4.5 Lead Yes None 6.6 0.06

0.93 100% 13% 0

0.93 100% 5% 0

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

3427

0 No

0.93 100% 5% 0

3.0 6.5 28.0 23.3% 3.5 0.0 0.0 3.5 Lead Yes None 75.0 0.62

166 pm+pt 3 8 3

423 NA 8

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead Yes None 37.2 0.31

0.95

0.991 0.950 1728 0.278 506

3511

0 No

45 572 8.7 0.93 100% 0% 0

0.93 100% 1% 0

1065 71 NA pm+ov 6 7 6 6 7 15.0 21.0 44.0 36.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.7 0.41

0.95

40 2046 34.9

1755 143 NA pm+ov 2 3 2 2 3 15.0 21.0 54.0 45.0% 4.5 1.5 0.0 6.0 Lag Yes C-Min 55.4 0.46

4933

0.95 0.995

0.950 1662 0.383 670

45 1138 17.2

0% 106 Prot 5

1.00

0 0

0.93 100% 2% 0

0.93 100% 0% 0

0% 0

534 NA 4

304 pm+pt 7 4 7

15.0 21.0 26.0 21.7% 4.5 1.5 0.0 6.0 Lag Yes None 21.8 0.18

3.0 6.5 28.0 23.3% 3.5 0.0 0.0 3.5 Lead Yes None 48.1 0.40

15.0 21.0 35.0 29.2% 4.5 1.5 0.0 6.0 Lag Yes None 29.2 0.24

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.42 77.8 0.0 77.8 E 45 m64 150 484 0 0 0 0.22

EBT 0.75 15.9 0.0 15.9 B 18.3 B 133 269 640 2343 0 0 0 0.75

01/31/2022

EBR 0.16 3.8 0.0 3.8 A

WBL 0.19 61.7 0.0 61.7 E

14 m19

13 m28

215 952 0 0 0 0.15

215 199 0 0 0 0.17

WBT 0.53 19.3 0.0 19.3 B 19.7 B 137 158 1058 2002 0 0 0 0.53

WBR 0.08 5.5 0.0 5.5 A

NBL 0.53 30.5 0.0 30.5 C

13 m20

81 132

215 912 0 0 0 0.08

325 350 0 0 0 0.47

NBT 0.68 52.2 0.0 52.2 D 46.1 D 158 223 1966 625 0 0 0 0.68

NBR

SBL 0.74 37.5 0.0 37.5 D 171 164 330 452 0 0 0 0.67

SBT 0.63 41.0 0.0 41.0 D 39.7 D 194 258 492

SBR

876 0 0 0 0.61

1: McHenry Road & Lake Cook Road

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

1 1 1900 11

0 0 1900 11 0%

10 10 1900 11

46 46 1900 10

0 0 1900 11 0%

24 24 1900 11

11 11 1900 12

434 434 2000 12 0%

65 65 1900 12

49 49 1900 12

662 662 2000 12 0%

5 5 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.850 1561

1837

1561

0 No

0.950 1652 0.755 1313

30 610 13.9 0.88 100% 0% 0

11 NA 4

0.95

0.88 100% 0% 0

0.88 100% 2% 0

1561

0 No

0.88 100% 0% 0

0.95

3551

1568

3551

1568 No

0.88 100% 0% 0

0.88 100% 7% 0

3725

1615

3725

1615 No

45 808 12.2 0.88 100% 3% 0

0.88 100% 4% 0

0.88 100% 2% 0

0.88 100% 0% 0

27 NA 8

52 pm+pt 3 8 3

13 pm+pt 5 2 5

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 20.0 16.7% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 27.0 22.5% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 71.0 59.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

None 7.9 0.07

None 8.2 0.07

None 13.1 0.11

None 9.7 0.08

None 98.3 0.82

C-Min 92.4 0.77

None 106.2 0.88

None 100.7 0.84

C-Min 96.6 0.80

None 105.9 0.88

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1736 0.457 835

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.365 694

30 433 9.8

0% 1 pm+pt 7 4 7

1.00

0.850

0.950 1745

0.88 100% 0% 0

1.00

215 1

493 74 NA pm+ov 2 3 2 2 3

56 pm+pt 1 6 1

752 6 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.01 44.0 0.0 44.0 D 1 6 144 0 0 0 0.01

EBT 0.10 54.6 0.0 54.6 D 53.7 D 8 27 530 182 0 0 0 0.06

EBR

WBL 0.30 50.6 0.0 50.6 D 38 67 225 0 0 0 0.23

WBT 0.21 54.4 0.0 54.4 D 51.9 D 20 47 353

WBR

273 0 0 0 0.10

NBL 0.02 0.9 0.0 0.9 A 2 m1 200 646 0 0 0 0.02

NBT 0.18 2.9 0.0 2.9 A 2.5 A 45 18 492 2734 0 0 0 0.18

01/31/2022

NBR 0.05 0.6 0.0 0.6 A

SBL 0.07 3.0 0.0 3.0 A

2 m7

5 22

180 1421 0 0 0 0.05

215 801 0 0 0 0.07

SBT 0.25 5.1 0.0 5.1 A 4.9 A 50 167 728 2998 0 0 0 0.25

SBR 0.00 3.2 0.0 3.2 A 0 5 215 1445 0 0 0 0.00

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 78 (65%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 6.9 Intersection LOS: A Intersection Capacity Utilization 43.3% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

9 9 1900 11

417 417 1900 12 0%

43 43 1900 12

57 57 1900 11

689 689 2000 12 0%

6 6 1900 12

1 1 1900 11

7 7 1900 11 0%

12 12 1900 12

29 29 1900 11

10 10 1900 11 0%

48 48 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.986 0.950 1572 0.358 592

0.850

3347

0 No

0.950 1745 0.428 786

45 999 15.1 0.89 100% 11% 0

0.89 100% 7% 0

517 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 51.9 0.74

3725

1615

3725

1615 No

0.89 100% 0% 0

0.89 100% 2% 0

774 NA 6

64 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.3 0.69

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 54.4 0.78

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.7 0.75

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.907 0

1837

1666

0 No

0.950 1745 0.580 1065

30 523 11.9 0.89 100% 0% 0

0.89 100% 0% 0

21 NA 4

6 6

1 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.7 0.75

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 9.3 0.13

1.00

1607

0 No

25 1047 28.6 0.89 100% 0% 0

0.89 100% 0% 0

0% 7 Perm

1.00 0.875

1666

0% 0

1.00

0.950 1745

45 1531 23.2

0% 10 pm+pt 5 2 5

1.00

0 0

0.89 100% 0% 0

0% 0

65 NA 8

33 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.6 0.12

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.7 0.17

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 9.5 0.14

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.02 5.3 0.0 5.3 A 1 8 150 590 0 0 0 0.02

NBT 0.22 9.2 0.0 9.2 A 9.1 A 55 125 919 2311 0 0 0 0.22

NBR

SBL 0.09 1.2 0.0 1.2 A 1 m4 100 743 0 0 0 0.09

SBT 0.28 3.6 0.0 3.6 A 3.4 A 10 202 1451 2803 0 0 0 0.28

01/31/2022

SBR 0.01 3.8 0.0 3.8 A

NEL 0.00 20.0 0.0 20.0 B

0 m3

0 3

100 1215 0 0 0 0.01

65 315 0 0 0 0.00

NET 0.10 28.2 0.0 28.2 C 27.8 C 8 26 443 333 0 0 0 0.06

NER

SWL 0.13 21.8 0.0 21.8 C 12 26 65 303 0 0 0 0.11

SWT 0.30 30.3 0.0 30.3 C 27.4 C 26 56 967

SWR

321 0 0 0 0.20

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 2 (3%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 7.4 Intersection LOS: A Intersection Capacity Utilization 43.0% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

25 25 1900 11

29 29 1900 11 0%

30 30 1900 12

40 40 1900 11

15 15 1900 11 0%

24 24 1900 12

20 20 1900 11

337 337 1900 12 0%

58 58 1900 12

25 25 1900 11

401 401 1900 12 0%

15 15 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.924 0.950 1745 0.870 1598

1680

0 No

0.85 100% 0% 0

0.85 100% 2% 0

69 NA 4

1630

0 No

0.85 100% 0% 0

47 Perm

46 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 10.7 0.26

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.85 100% 4% 0

0.85 100% 5% 0

3461

0 No

0.85 100% 2% 0

24 pm+pt 5 2 5

464 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 28.6 0.69

0.95

3521

0 No

40 2287 39.0 0.85 100% 2% 0

0.85 100% 4% 0

0% 0

0.95 0.994

0.950 1678 0.468 827

30 1565 35.6

0% 0

0.95 0.978

0.950 1662 0.473 827

35 431 8.4

0% 29 Perm

1.00

0.909 0.950 1711 0.870 1567

30 3889 88.4 0.85 100% 0% 0

1.00

0 0

0.85 100% 2% 0

0.85 100% 0% 0

0% 0

490 NA 6

29 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 28.4 0.69

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 29.1 0.70

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 29.8 0.72

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.07 20.8 0.0 20.8 C 5 29 125 673 0 0 0 0.04

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 41.3 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.20 Intersection Signal Delay: 8.5 Intersection Capacity Utilization 38.0% Analysis Period (min) 15 Splits and Phases:

EBT 0.16 20.5 0.0 20.5 C 20.6 C 13 54 3809 707 0 0 0 0.10

EBR

WBL 0.12 20.6 0.0 20.6 C 8 41 80 659 0 0 0 0.07

WBT 0.11 20.5 0.0 20.5 C 20.6 C 8 40 351

WBR

686 0 0 0 0.07

NBL 0.03 3.8 0.0 3.8 A 2 8 400 736 0 0 0 0.03

NBT 0.20 7.1 0.0 7.1 A 6.9 A 27 76 1485 2752 0 0 0 0.17

01/31/2022

NBR

SBL 0.04 3.7 0.0 3.7 A 2 9 110 748 0 0 0 0.04

SBT 0.19 5.7 0.0 5.7 A 5.6 A 28 80 2207

SBR

2806 0 0 0 0.17

Intersection LOS: A ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

1.4

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 12 12 38 10 1 16 27 464 3 26 676 11 Future Vol, veh/h 12 12 38 10 1 16 27 464 3 26 676 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 0 8 0 0 0 11 5 0 0 2 18 Mvmt Flow 13 13 43 11 1 18 30 521 3 29 760 12 Major/Minor Minor2 Conflicting Flow All 1139 1402 Stage 1 818 818 Stage 2 321 584 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver 159 141 Stage 1 340 393 Stage 2 671 501 Platoon blocked, % Mov Cap-1 Maneuver 147 132 Mov Cap-2 Maneuver 252 249 Stage 1 327 382 Stage 2 628 482 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 15.3 C

Minor1 380 1028 1413 - 583 583 - 445 830 7.06 7.5 6.5 6.5 5.5 6.5 5.5 3.38 3.5 4 601 191 139 - 470 502 - 567 388

Major1 262 772 6.9 4.32 3.3 2.31 743 783 -

601 -

743 -

162 283 452 494 WB 13.7 B

NBL 783 0.039 9.8 A 0.1

130 241 483 377

783 -

0 -

NB 0.5

NBT NBR EBLn1 EBLn2WBLn1 SBL - 252 449 442 1053 - 0.054 0.125 0.069 0.028 - 20.1 14.2 13.7 8.5 C B B A 0.2 0.4 0.2 0.1

AMNB No Build Morning Peak 4:25 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 524 4.1 2.2 - 1053 - 1053 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Weekday Evening Peak Hour – No-Build Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

145 145 1900 11

1072 1072 2000 11 0%

170 170 1900 11

54 54 1900 11

1649 1649 2000 11 0%

189 189 1900 11

175 175 1900 11

587 587 1900 12 0%

14 14 1900 12

207 207 1900 11

446 446 1900 12 0%

84 84 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3385 0.950 3385

5175

1531

5175

1531 No

0.850 0.950 3385 0.950 3385

45 720 10.9 0.91 100% 0% 0

0.91 100% 2% 0

5 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 9.2 0.08

0.91 100% 2% 0

1561

5175

1561 No

0.91 100% 0% 0

0.91 100% 2% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 73.3 0.61

59 Prot 1 1 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 7.5 0.06

0.91 100% 0% 0

0.91 100% 2% 0

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

3564

0 No

0.91 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 69.8 0.58

192 pm+pt 3 8 3

660 NA 8

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 40.8 0.34

0.95

0.976 0.950 1728 0.159 289

3483

0 No

45 572 8.7 0.91 100% 0% 0

0.91 100% 1% 0

1812 208 NA pm+ov 6 7 6 6 7 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.3 0.44

0.95

40 2046 34.9

1178 187 NA pm+ov 2 3 2 2 3 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 56.0 0.47

5175

0.95 0.997

0.950 1711 0.227 409

45 1138 17.2

0% 159 Prot 5

1.00

0 0

0.91 100% 1% 0

0.91 100% 2% 0

0% 0

582 NA 4

227 pm+pt 7 4 7

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.0 0.22

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 41.2 0.34

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.2 0.23

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.62 76.0 0.0 76.0 E 67 m103 150 267 0 0 0 0.60

EBT 0.49 12.8 0.0 12.8 B 18.4 B 102 117 640 2415 0 0 0 0.49

01/31/2022

EBR 0.20 4.8 0.0 4.8 A

WBL 0.28 68.4 0.0 68.4 E

24 m37

24 m33

215 938 0 0 0 0.20

215 267 0 0 0 0.22

WBT 0.80 17.0 0.0 17.0 B 17.2 B 130 203 1058 2256 0 0 0 0.80

WBR 0.23 4.1 0.0 4.1 A

NBL 0.74 45.5 0.0 45.5 D

21 m26

105 #184

215 908 0 0 0 0.23

325 264 0 0 0 0.73

NBT 0.82 54.0 0.0 54.0 D 52.1 D 257 #329 1966 801 0 0 0 0.82

NBR

SBL 0.96 87.4 0.0 87.4 F 107 #290 330 237 0 0 0 0.96

SBT 0.74 44.8 0.0 44.8 D 56.7 E 228 176 492

SBR

789 0 0 0 0.74

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 29.3 Intersection LOS: C Intersection Capacity Utilization 79.6% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

11 11 1900 11

4 4 1900 11 0%

19 19 1900 11

98 98 1900 10

6 6 1900 11 0%

66 66 1900 11

22 22 1900 12

802 802 2000 12 0%

97 97 1900 12

90 90 1900 12

565 565 2000 12 0%

9 9 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.875 0.950 1745 0.714 1311

1607

0 No

0.95 100% 0% 0

24 NA 4

0.95

0.95 100% 0% 0

1583

0 No

0.95 100% 0% 0

0.95

3762

1615

3762

1615 No

0.95 100% 0% 0

0.95 100% 1% 0

3725

1615

3725

1615 No

45 808 12.2 0.95 100% 0% 0

0.95 100% 0% 0

0.95 100% 2% 0

0.95 100% 0% 0

75 NA 8

103 pm+pt 3 8 3

23 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 19.0 15.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 29.0 24.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 73.0 60.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 13.0 0.11

None 8.8 0.07

None 21.8 0.18

None 15.5 0.13

None 86.4 0.72

C-Min 77.9 0.65

None 96.5 0.80

None 90.3 0.75

C-Min 82.8 0.69

None 94.7 0.79

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.283 538

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.427 811

30 433 9.8

0% 12 pm+pt 7 4 7

1.00

0.862 0.950 1685 0.456 809

30 610 13.9 0.95 100% 0% 0

1.00

215 1

844 102 NA pm+ov 2 3 2 2 3

95 pm+pt 1 6 1

595 9 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.07 36.5 0.0 36.5 D 7 23 162 0 0 0 0.07

EBT 0.21 56.0 0.0 56.0 E 49.5 D 18 46 530 174 0 0 0 0.14

EBR

WBL 0.43 45.8 0.0 45.8 D 67 111 270 0 0 0 0.38

WBT 0.37 51.4 0.0 51.4 D 48.2 D 50 98 353

WBR

303 0 0 0 0.25

NBL 0.04 2.2 0.0 2.2 A 2 m3 200 633 0 0 0 0.04

NBT 0.35 4.8 0.0 4.8 A 4.4 A 50 75 492 2442 0 0 0 0.35

01/31/2022

NBR 0.08 1.5 0.0 1.5 A

SBL 0.20 6.0 0.0 6.0 A

8 m11

19 42

180 1337 0 0 0 0.08

215 540 0 0 0 0.18

SBT 0.23 9.0 0.0 9.0 A 8.6 A 99 153 728 2571 0 0 0 0.23

SBR 0.01 5.9 0.0 5.9 A 2 8 215 1274 0 0 0 0.01

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 82 (68%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay: 10.9 Intersection LOS: B Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

21 21 1900 11

769 769 1900 12 0%

91 91 1900 12

39 39 1900 11

605 605 2000 12 0%

12 12 1900 12

4 4 1900 11

10 10 1900 11 0%

11 11 1900 12

46 46 1900 11

26 26 1900 11 0%

78 78 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.984 0.950 1745 0.414 760

0.850

3517

0 No

0.950 1745 0.260 478

45 999 15.1 0.97 100% 0% 0

0.97 100% 1% 0

887 NA 2

3.0 9.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 51.4 0.69

3762

1495

3762

1495 No

0.97 100% 1% 0

0.97 100% 0% 0

0.97 100% 1% 0

624 NA 6

40 pm+pt 1 6 1

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.4 0.62

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 52.5 0.70

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.4 0.65

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.97 100% 8% 0

0.97 100% 0% 0

1615

0 No

0.97 100% 0% 0

21 NA 4

6 6

4 pm+pt 7 4 7

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.4 0.65

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 12.1 0.16

1.00

1631

0 No

25 1047 28.6 0.97 100% 9% 0

0.97 100% 0% 0

0% 12 Perm

1.00 0.888

0.950 1745 0.478 878

30 523 11.9

0% 0

1.00 0.921

0.950 1745 0.688 1264

45 1531 23.2

0% 22 pm+pt 5 2 5

1.00

0 0

0.97 100% 0% 0

0% 0

107 NA 8

47 pm+pt 3 8 3

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 9.2 0.12

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 15.9 0.21

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 12.7 0.17

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.04 6.5 0.0 6.5 A 2 14 150 665 0 0 0 0.03

NBT 0.41 12.6 0.0 12.6 B 12.4 B 114 244 919 2173 0 0 0 0.41

NBR

SBL 0.09 3.2 0.0 3.2 A 2 m6 100 501 0 0 0 0.08

SBT 0.26 6.1 0.0 6.1 A 5.9 A 18 178 1451 2429 0 0 0 0.26

01/31/2022

SBR 0.01 6.3 0.0 6.3 A

NEL 0.02 18.5 0.0 18.5 B

1 m7

2 7

100 965 0 0 0 0.01

65 316 0 0 0 0.01

NET 0.11 29.8 0.0 29.8 C 27.9 C 9 27 443 366 0 0 0 0.06

NER

SWL 0.17 21.2 0.0 21.2 C 19 35 65 316 0 0 0 0.15

SWT 0.39 30.8 0.0 30.8 C 27.9 C 46 87 967

SWR

380 0 0 0 0.28

Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.41 Intersection Signal Delay: 11.5 Intersection LOS: B Intersection Capacity Utilization 50.0% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

31 31 1900 11

31 31 1900 11 0%

53 53 1900 12

82 82 1900 11

46 46 1900 11 0%

37 37 1900 12

60 60 1900 11

474 474 1900 12 0%

74 74 1900 12

45 45 1900 11

537 537 1900 12 0%

27 27 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.905 0.950 1745 0.701 1288

1641

0 No

0.96 100% 0% 0

0.96 100% 2% 0

0.96 100% 0% 0

87 NA 4

1691

0 No

0.96 100% 0% 0

85 Perm

87 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 11.7 0.23

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.96 100% 3% 0

0.96 100% 0% 0

3507

0 No

0.96 100% 1% 0

63 pm+pt 5 2 5

571 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 33.4 0.65

0.95

3551

0 No

40 2287 39.0 0.96 100% 0% 0

0.96 100% 0% 0

0% 0

0.95 0.993

0.950 1745 0.437 803

30 1565 35.6

0% 0

0.95 0.980

0.950 1745 0.431 792

35 431 8.4

0% 32 Perm

1.00

0.933 0.950 1745 0.701 1288

30 3889 88.4 0.96 100% 0% 0

1.00

0 0

0.96 100% 1% 0

0.96 100% 0% 0

0% 0

587 NA 6

47 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 30.3 0.59

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 33.3 0.65

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 30.2 0.59

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.11 23.7 0.0 23.7 C 10 33 125 427 0 0 0 0.07

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 51.5 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 11.9 Intersection Capacity Utilization 43.6% Analysis Period (min) 15 Splits and Phases:

EBT 0.23 24.3 0.0 24.3 C 24.2 C 27 69 3809 545 0 0 0 0.16

EBR

WBL 0.29 25.9 0.0 25.9 C 27 70 80 427 0 0 0 0.20

WBT 0.23 24.2 0.0 24.2 C 25.0 C 27 69 351

WBR

561 0 0 0 0.16

NBL 0.10 4.3 0.0 4.3 A 6 19 400 662 0 0 0 0.10

NBT 0.28 9.4 0.0 9.4 A 8.9 A 64 107 1485 2395 0 0 0 0.24

01/31/2022

NBR

SBL 0.07 4.2 0.0 4.2 A 5 15 110 666 0 0 0 0.07

SBT 0.28 9.4 0.0 9.4 A 9.0 A 66 110 2207

SBR

2425 0 0 0 0.24

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

1.7

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 38 9 38 10 6 9 52 830 14 21 622 31 Future Vol, veh/h 38 9 38 10 6 9 52 830 14 21 622 31 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 3 0 3 10 0 0 0 1 0 0 1 0 Mvmt Flow 42 10 42 11 7 10 58 922 16 23 691 34 Major/Minor Minor2 Conflicting Flow All 1318 1791 Stage 1 737 737 Stage 2 581 1054 Critical Hdwy 7.56 6.5 Critical Hdwy Stg 1 6.56 5.5 Critical Hdwy Stg 2 6.56 5.5 Follow-up Hdwy 3.53 4 Pot Cap-1 Maneuver 114 82 Stage 1 374 428 Stage 2 464 305 Platoon blocked, % Mov Cap-1 Maneuver 101 74 Mov Cap-2 Maneuver 215 178 Stage 1 350 415 Stage 2 416 285 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 19.6 C

Minor1 346 1443 1817 - 1046 1046 - 397 771 6.96 7.7 6.5 6.7 5.5 6.7 5.5 3.33 3.6 4 647 86 79 - 230 308 - 579 413

Major1 469 725 6.9 4.1 3.3 2.2 546 887 -

647 -

546 -

71 160 215 512 WB 23.6 C

NBL 887 0.065 9.3 A 0.2

72 175 288 400

887 -

0 -

NB 0.5

NBT NBR EBLn1 EBLn2WBLn1 SBL - 215 430 221 739 - 0.196 0.121 0.126 0.032 - 25.8 14.5 23.6 10 D B C B 0.7 0.4 0.4 0.1

PMNB No Build Evening Peak 4:33 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 938 4.1 2.2 - 739 - 739 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Saturday Midday Peak Hour – No-Build Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

178 178 1900 11

1002 1002 2000 11 0%

124 124 1900 11

66 66 1900 11

1122 1122 2000 11 0%

174 174 1900 11

163 163 1900 11

470 470 1900 12 0%

21 21 1900 12

280 280 1900 11

471 471 1900 12 0%

149 149 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3351 0.950 3351

5226

1473

5226

1473 No

0.850 0.950 3319 0.950 3319

45 720 10.9 0.97 100% 1% 0

0.97 100% 1% 0

5 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 9.3 0.08

0.97 100% 6% 0

1516

5226

1516 No

0.97 100% 2% 0

0.97 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 73.0 0.61

68 Prot 1 1 3.0 7.5 14.0 11.7% 3.5 1.0 0.0 4.5 Lead Yes None 7.8 0.06

0.97 100% 3% 0

0.97 100% 2% 0

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

3551

0 No

0.97 100% 1% 0

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 70.4 0.59

168 pm+pt 3 8 3

507 NA 8

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 39.9 0.33

0.95

0.964 0.950 1728 0.273 496

3446

0 No

45 572 8.7 0.97 100% 0% 0

0.97 100% 1% 0

1157 179 NA pm+ov 6 7 6 6 7 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.3 0.44

0.95

40 2046 34.9

1033 128 NA pm+ov 2 3 2 2 3 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 55.9 0.47

5226

0.95 0.993

0.950 1711 0.186 335

45 1138 17.2

0% 184 Prot 5

1.00

0 0

0.97 100% 1% 0

0% 0

640 NA 4

289 pm+pt 7 4 7

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 26.3 0.22

3.0 6.5 15.0 12.5% 3.5 0.0 0.0 3.5 Lead Yes None 41.6 0.35

15.0 21.0 33.0 27.5% 4.5 1.5 0.0 6.0 Lag Yes None 27.3 0.23

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.71 88.1 0.0 88.1 F 78 #122 150 265 0 0 0 0.69

EBT 0.42 10.5 0.0 10.5 B 20.6 C 70 81 640 2436 0 0 0 0.42

01/31/2022

EBR 0.14 4.9 0.0 4.9 A

WBL 0.32 77.5 0.0 77.5 E

15 25

29 m51

215 901 0 0 0 0.14

215 262 0 0 0 0.26

WBT 0.51 11.1 0.0 11.1 B 13.4 B 69 79 1058 2277 0 0 0 0.51

WBR 0.20 4.1 0.0 4.1 A

NBL 0.71 43.9 0.0 43.9 D

15 27

90 #156

215 889 0 0 0 0.20

325 244 0 0 0 0.69

NBT 0.65 47.0 0.0 47.0 D 46.3 D 187 247 1966 798 0 0 0 0.64

NBR

SBL 0.98 82.9 0.0 82.9 F ~114 #317 330 295 0 0 0 0.98

SBT 0.82 50.8 0.0 50.8 D 60.8 E 257 #256 492

SBR

783 0 0 0 0.82

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 30.8 Intersection LOS: C Intersection Capacity Utilization 71.9% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

14 14 1900 11

15 15 1900 11 0%

36 36 1900 11

153 153 1900 10

16 16 1900 11 0%

75 75 1900 11

29 29 1900 12

641 641 2000 12 0%

152 152 1900 12

122 122 1900 12

626 626 2000 12 0%

7 7 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.893 0.950 1745 0.697 1280

1573

0 No

0.97 100% 0% 0

52 NA 4

0.95

0.97 100% 6% 0

0.97 100% 0% 0

1609

0 No

0.97 100% 0% 0

0.95

3689

1615

3689

1615 No

0.97 100% 0% 0

0.97 100% 4% 0

0.97 100% 3% 0

3762

1615

3762

1615 No

45 808 12.2 0.97 100% 0% 0

0.97 100% 0% 0

0.97 100% 1% 0

0.97 100% 0% 0

93 NA 8

158 pm+pt 3 8 3

30 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 24.0 20.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 40.0 33.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 10.0 8.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 52.0 43.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 61.0 50.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 16.9 0.14

None 10.6 0.09

None 28.5 0.24

None 22.1 0.18

None 78.8 0.66

C-Min 70.1 0.58

None 90.7 0.76

None 84.1 0.70

C-Min 75.9 0.63

None 87.8 0.73

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.345 656

45 572 8.7

0% 0

1.00 0.850

0.950 1736 0.404 738

30 433 9.8

0% 14 pm+pt 7 4 7

1.00

0.876 0.950 1685 0.533 945

30 610 13.9 0.97 100% 0% 0

1.00

215 1

661 157 NA pm+ov 2 3 2 2 3

126 pm+pt 1 6 1

645 7 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.07 31.6 0.0 31.6 C 8 23 203 0 0 0 0.07

EBT 0.38 58.6 0.0 58.6 E 52.9 D 39 78 530 235 0 0 0 0.22

EBR

WBL 0.50 41.9 0.0 41.9 D 101 148 373 0 0 0 0.42

WBT 0.31 43.5 0.0 43.5 D 42.5 D 59 107 353

WBR

455 0 0 0 0.20

NBL 0.06 4.4 0.0 4.4 A 4 m6 200 542 0 0 0 0.06

NBT 0.31 7.1 0.0 7.1 A 6.0 A 53 132 492 2154 0 0 0 0.31

01/31/2022

NBR 0.13 1.9 0.0 1.9 A

SBL 0.23 8.4 0.0 8.4 A

10 m10

30 65

180 1313 0 0 0 0.12

215 610 0 0 0 0.21

SBT 0.27 12.4 0.0 12.4 B 11.7 B 124 195 728 2380 0 0 0 0.27

SBR 0.01 8.4 0.0 8.4 A 2 8 215 1182 0 0 0 0.01

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 96 (80%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.50 Intersection Signal Delay: 14.6 Intersection LOS: B Intersection Capacity Utilization 52.1% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

13 13 1900 11

783 783 1900 12 0%

106 106 1900 12

47 47 1900 11

707 707 2000 12 0%

19 19 1900 12

5 5 1900 11

9 9 1900 11 0%

15 15 1900 12

57 57 1900 11

23 23 1900 11 0%

58 58 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.982 0.950 1745 0.360 661

0.850

3514

0 No

0.950 1745 0.219 402

45 999 15.1 0.93 100% 0% 0

0.93 100% 1% 0

956 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 46.7 0.67

3762

1615

3762

1615 No

0.93 100% 0% 0

0.93 100% 1% 0

760 NA 6

51 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 41.8 0.60

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 48.9 0.70

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.93 100% 0% 0

1668

0 No

0.93 100% 0% 0

26 NA 4

6 6

5 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.6 0.17

1.00

1588

0 No

25 1047 28.6 0.93 100% 0% 0

0.93 100% 0% 0

0% 20 Perm

1.00 0.893

0.950 1745 0.456 838

30 523 11.9

0% 0

1.00 0.908

0.950 1745 0.714 1311

45 1531 23.2

0% 14 pm+pt 5 2 5

1.00

0 0

0.93 100% 4% 0

0.93 100% 3% 0

0% 0

87 NA 8

61 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.7 0.12

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 15.4 0.22

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 12.0 0.17

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.03 6.8 0.0 6.8 A 1 10 150 608 0 0 0 0.02

NBT 0.46 14.0 0.0 14.0 B 13.9 B 123 #272 919 2099 0 0 0 0.46

NBR

SBL 0.13 3.3 0.0 3.3 A 0 m6 100 465 0 0 0 0.11

SBT 0.31 5.4 0.0 5.4 A 5.3 A 19 218 1451 2475 0 0 0 0.31

01/31/2022

SBR 0.02 5.4 0.0 5.4 A

NEL 0.02 17.0 0.0 17.0 B

1 m10

2 8

100 1062 0 0 0 0.02

65 332 0 0 0 0.02

NET 0.13 28.3 0.0 28.3 C 26.5 C 10 30 443 333 0 0 0 0.08

NER

SWL 0.21 20.1 0.0 20.1 C 23 40 65 325 0 0 0 0.19

SWT 0.32 27.4 0.0 27.4 C 24.4 C 34 70 967

SWR

343 0 0 0 0.25

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 11.2 Intersection LOS: B Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

19 19 1900 11

31 31 1900 11 0%

62 62 1900 12

74 74 1900 11

46 46 1900 11 0%

37 37 1900 12

49 49 1900 11

435 435 1900 12 0%

78 78 1900 12

38 38 1900 11

363 363 1900 12 0%

14 14 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.900 0.950 1745 0.696 1278

1621

0 No

0.89 100% 6% 0

0.89 100% 0% 0

0.89 100% 1% 0

105 NA 4

1714

0 No

0.89 100% 0% 0

83 Perm

94 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 11.6 0.23

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.89 100% 0% 0

3497

0 No

0.89 100% 1% 0

55 pm+pt 5 2 5

577 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 32.4 0.65

0.95

3554

0 No

40 2287 39.0 0.89 100% 0% 0

0.89 100% 0% 0

0% 0

0.95 0.994

0.950 1745 0.435 799

30 1565 35.6

0% 0

0.95 0.977

0.950 1745 0.479 880

35 431 8.4

0% 21 Perm

1.00

0.933 0.950 1728 0.689 1253

30 3889 88.4 0.89 100% 0% 0

1.00

0 0

0.89 100% 1% 0

0.89 100% 0% 0

0% 0

424 NA 6

43 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 30.4 0.61

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 31.6 0.63

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 28.4 0.57

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.07 22.7 0.0 22.7 C 5 25 125 434 0 0 0 0.05

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 49.9 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 11.8 Intersection Capacity Utilization 41.9% Analysis Period (min) 15 Splits and Phases:

EBT 0.28 24.1 0.0 24.1 C 23.9 C 27 80 3809 550 0 0 0 0.19

EBR

WBL 0.29 25.1 0.0 25.1 C 21 68 80 425 0 0 0 0.20

WBT 0.24 23.5 0.0 23.5 C 24.2 C 24 72 351

WBR

582 0 0 0 0.16

NBL 0.08 4.3 0.0 4.3 A 5 17 400 708 0 0 0 0.08

NBT 0.27 8.4 0.0 8.4 A 8.1 A 40 107 1485 2452 0 0 0 0.24

01/31/2022

NBR

SBL 0.07 4.3 0.0 4.3 A 4 14 110 657 0 0 0 0.07

SBT 0.21 9.4 0.0 9.4 A 8.9 A 45 78 2207

SBR

2492 0 0 0 0.17

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

3.6

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 46 17 87 16 15 45 80 827 5 48 661 52 Future Vol, veh/h 46 17 87 16 15 45 80 827 5 48 661 52 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 0 1 0 0 0 1 1 0 0 1 0 Mvmt Flow 51 19 97 18 17 50 89 919 6 53 734 58 Major/Minor Minor2 Conflicting Flow All 1486 1943 Stage 1 840 840 Stage 2 646 1103 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver 88 66 Stage 1 330 384 Stage 2 431 290 Platoon blocked, % Mov Cap-1 Maneuver 63 55 Mov Cap-2 Maneuver 158 142 Stage 1 295 357 Stage 2 327 259 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 23.8 C

Minor1 367 1583 1998 - 1100 1100 - 483 898 6.92 7.5 6.5 6.5 5.5 6.5 5.5 3.31 3.5 4 633 74 61 - 230 290 - 539 361

Major1 463 792 6.9 4.12 3.3 2.21 551 831 -

633 -

551 -

49 134 205 402 WB 27.2 D

NBL 831 0.107 9.8 A 0.4

51 138 259 335

831 -

0 -

NB 0.9

NBT NBR EBLn1 EBLn2WBLn1 SBL - 158 404 245 747 - 0.323 0.286 0.345 0.071 - 38.3 17.4 27.2 10.2 E C D B 1.3 1.2 1.5 0.2

STNB No Build Saturday Peak 4:39 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 925 4.1 2.2 - 747 - 747 -

0 -

SB 0.6

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Weekday Morning Peak Hour – Projected Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

139 139 1900 11

1632 1632 2000 11 0%

133 133 1900 11

31 31 1900 11

1010 1010 2000 11 0%

86 86 1900 11

164 164 1900 11

399 399 1900 12 0%

14 14 1900 12

327 327 1900 11

501 501 1900 12 0%

44 44 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3319 0.950 3319

5075

1487

5075

1487 No

0.850 0.950 3193 0.950 3193

45 720 10.9 0.93 100% 2% 0

0.93 100% 4% 0

5 3.0 7.5 14.7 12.3% 3.5 1.0 0.0 4.5 Lead Yes None 9.6 0.08

0.93 100% 5% 0

1382

4933

1382 No

0.93 100% 6% 0

0.93 100% 7% 0

3.0 6.5 17.8 14.8% 3.5 0.0 0.0 3.5 Lead Yes None 73.2 0.61

33 Prot 1

0.93 100% 13% 0

0.93 100% 5% 0

3.0 7.5 8.0 6.7% 3.5 1.0 0.0 4.5 Lead Yes None 4.4 0.04

15.0 21.0 48.3 40.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 45.3 0.38

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

3426

0 No

0.93 100% 5% 0

3.0 6.5 30.0 25.0% 3.5 0.0 0.0 3.5 Lead Yes None 73.8 0.62

176 pm+pt 3 8 3

444 NA 8

3.0 6.5 17.8 14.8% 3.5 0.0 0.0 3.5 Lead Yes None 37.8 0.32

0.95

0.988 0.950 1728 0.268 487

3502

0 No

45 572 8.7 0.93 100% 0% 0

0.93 100% 1% 0

1086 92 NA pm+ov 6 7 6 6 7

0.95

40 2046 34.9

1755 143 NA pm+ov 2 3 2 2 3 15.0 21.0 55.0 45.8% 4.5 1.5 0.0 6.0 Lag Yes C-Min 54.6 0.46

4933

0.95 0.995

0.950 1662 0.390 682

45 1138 17.2

0% 149 Prot 5

1.00

0 0

0.93 100% 2% 0

0.93 100% 0% 0

0% 0

586 NA 4

352 pm+pt 7 4 7

15.0 21.0 27.0 22.5% 4.5 1.5 0.0 6.0 Lag Yes None 22.7 0.19

3.0 6.5 30.0 25.0% 3.5 0.0 0.0 3.5 Lead Yes None 51.1 0.43

15.0 21.0 39.2 32.7% 4.5 1.5 0.0 6.0 Lag Yes None 32.5 0.27

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.56 85.1 0.0 85.1 F 61 m85 150 282 0 0 0 0.53

EBT 0.76 14.7 0.0 14.7 B 19.0 B 218 256 640 2308 0 0 0 0.76

01/31/2022

EBR 0.16 4.0 0.0 4.0 A

WBL 0.28 70.3 0.0 70.3 E

0 m18

13 m28

215 927 0 0 0 0.15

215 116 0 0 0 0.28

WBT 0.58 20.1 0.0 20.1 C 20.3 C 129 148 1058 1862 0 0 0 0.58

WBR 0.11 5.3 0.0 5.3 A

NBL 0.56 29.8 0.0 29.8 C

15 m23

83 133

215 896 0 0 0 0.10

325 341 0 0 0 0.52

NBT 0.69 51.7 0.0 51.7 D 45.5 D 165 233 1966 646 0 0 0 0.69

NBR

SBL 0.80 42.6 0.0 42.6 D 205 312 330 481 0 0 0 0.73

SBT 0.62 34.0 0.0 34.0 C 37.2 D 214 145 492

SBR

975 0 0 0 0.60

1: McHenry Road & Lake Cook Road

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

17 17 1900 11

0 0 1900 11 0%

74 74 1900 11

46 46 1900 10

0 0 1900 11 0%

24 24 1900 11

67 67 1900 12

458 458 2000 12 0%

65 65 1900 12

49 49 1900 12

690 690 2000 12 0%

19 19 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.850 0.950 1745 0.740 1359

1.00

1561

0 No

0.88 100% 0% 0

0.88 100% 2% 0

84 NA 4

1561

0 No

0.88 100% 0% 0

0.95

3551

1568

3551

1568 No

0.88 100% 0% 0

0.88 100% 7% 0

3725

1615

3725

1615 No

45 808 12.2 0.88 100% 3% 0

0.88 100% 4% 0

0.88 100% 2% 0

0.88 100% 0% 0

27 NA 8

52 pm+pt 3 8 3

76 pm+pt 5 2 5

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 20.0 16.7% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 27.0 22.5% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 18.0 15.0% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 71.0 59.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 11.0 9.2% 3.5 0.0 0.0 3.5 Lead

None 19.7 0.16

None 12.7 0.11

None 23.7 0.20

None 16.4 0.14

None 88.1 0.73

C-Min 80.8 0.67

None 92.9 0.77

None 87.4 0.73

C-Min 80.4 0.67

None 90.7 0.76

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1736 0.451 824

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.320 608

30 433 9.8

0% 19 pm+pt 7 4 7

0.95

0.850 0.950 1652 0.560 974

30 610 13.9 0.88 100% 0% 0

1.00

215 1

520 74 NA pm+ov 2 3 2 2 3

56 pm+pt 1 6 1

784 22 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.08 34.2 0.0 34.2 C 12 29 258 0 0 0 0.07

EBT 0.51 60.7 0.0 60.7 E 55.8 E 63 109 530 192 0 0 0 0.44

EBR

WBL 0.22 37.1 0.0 37.1 D 32 61 293 0 0 0 0.18

WBT 0.13 45.4 0.0 45.4 D 39.9 D 19 44 353

WBR

274 0 0 0 0.10

NBL 0.15 2.6 0.0 2.6 A 2 m8 200 526 0 0 0 0.14

NBT 0.22 4.1 0.0 4.1 A 3.6 A 25 27 492 2391 0 0 0 0.22

01/31/2022

NBR 0.06 1.4 0.0 1.4 A

SBL 0.09 6.5 0.0 6.5 A

2 m7

11 28

180 1270 0 0 0 0.06

215 716 0 0 0 0.08

SBT 0.31 12.0 0.0 12.0 B 11.5 B 148 223 728 2506 0 0 0 0.31

SBR 0.02 6.5 0.0 6.5 A 4 15 215 1229 0 0 0 0.02

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 78 (65%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.51 Intersection Signal Delay: 12.4 Intersection LOS: B Intersection Capacity Utilization 44.4% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

9 9 1900 11

441 441 1900 12 0%

43 43 1900 12

57 57 1900 11

718 718 2000 12 0%

6 6 1900 12

10 10 1900 11

7 7 1900 11 0%

12 12 1900 12

29 29 1900 11

10 10 1900 11 0%

48 48 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.987 0.950 1572 0.347 574

0.850

3349

0 No

0.950 1745 0.418 768

45 999 15.1 0.89 100% 11% 0

0.89 100% 7% 0

544 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 51.8 0.74

3725

1615

3725

1615 No

0.89 100% 0% 0

0.89 100% 2% 0

807 NA 6

64 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.1 0.69

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 54.2 0.77

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.5 0.75

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.907 0

1837

1666

0 No

0.950 1745 0.588 1080

30 523 11.9 0.89 100% 0% 0

0.89 100% 0% 0

21 NA 4

6 6

11 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 52.5 0.75

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 9.8 0.14

1.00

1607

0 No

25 1047 28.6 0.89 100% 0% 0

0.89 100% 0% 0

0% 7 Perm

1.00 0.875

1666

0% 0

1.00

0.950 1745

45 1531 23.2

0% 10 pm+pt 5 2 5

1.00

0 0

0.89 100% 0% 0

0% 0

65 NA 8

33 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.8 0.13

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.7 0.17

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 9.5 0.14

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.02 5.6 0.0 5.6 A 1 8 150 577 0 0 0 0.02

NBT 0.24 9.5 0.0 9.5 A 9.4 A 58 136 919 2303 0 0 0 0.24

NBR

SBL 0.09 1.3 0.0 1.3 A 1 m4 100 730 0 0 0 0.09

SBT 0.29 4.0 0.0 4.0 A 3.8 A 10 218 1451 2793 0 0 0 0.29

01/31/2022

SBR 0.01 4.3 0.0 4.3 A

NEL 0.04 21.2 0.0 21.2 C

0 m3

4 13

100 1211 0 0 0 0.01

65 321 0 0 0 0.03

NET 0.10 27.7 0.0 27.7 C 25.5 C 8 26 443 333 0 0 0 0.06

NER

SWL 0.13 21.5 0.0 21.5 C 12 26 65 305 0 0 0 0.11

SWT 0.30 30.3 0.0 30.3 C 27.3 C 26 56 967

SWR

321 0 0 0 0.20

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 2 (3%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.30 Intersection Signal Delay: 7.7 Intersection LOS: A Intersection Capacity Utilization 43.8% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

25 25 1900 11

39 39 1900 11 0%

30 30 1900 12

73 73 1900 11

26 26 1900 11 0%

46 46 1900 12

20 20 1900 11

337 337 1900 12 0%

88 88 1900 12

45 45 1900 11

401 401 1900 12 0%

15 15 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.935 0.950 1745 0.702 1289

1.00 0.905

1703

0 No

0.950 1711 0.704 1268

30 3889 88.4 0.85 100% 0% 0

0.85 100% 0% 0

0.85 100% 2% 0

81 NA 4

1621

0 No

0.85 100% 0% 0

86 Perm

85 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 11.5 0.23

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.85 100% 4% 0

0.85 100% 5% 0

3429

0 No

0.85 100% 2% 0

24 pm+pt 5 2 5

500 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 31.0 0.63

0.95

3521

0 No

40 2287 39.0 0.85 100% 2% 0

0.85 100% 4% 0

0% 0

0.95 0.994

0.950 1678 0.434 766

30 1565 35.6

0% 0

0.95 0.969

0.950 1662 0.473 827

35 431 8.4

0% 29 Perm

1.00

0 0

0.85 100% 2% 0

0.85 100% 0% 0

0% 0

490 NA 6

53 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 27.9 0.57

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 32.3 0.66

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 31.2 0.63

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.10 22.5 0.0 22.5 C 8 29 125 442 0 0 0 0.07

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 49.2 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.29 Intersection Signal Delay: 11.2 Intersection Capacity Utilization 39.9% Analysis Period (min) 15 Splits and Phases:

EBT 0.20 22.7 0.0 22.7 C 22.7 C 23 61 3809 585 0 0 0 0.14

EBR

WBL 0.29 24.7 0.0 24.7 C 25 66 80 435 0 0 0 0.20

WBT 0.22 23.1 0.0 23.1 C 23.9 C 24 64 351

WBR

556 0 0 0 0.15

NBL 0.04 4.2 0.0 4.2 A 2 9 400 657 0 0 0 0.04

NBT 0.26 9.6 0.0 9.6 A 9.4 A 54 87 1485 2436 0 0 0 0.21

01/31/2022

NBR

SBL 0.08 4.3 0.0 4.3 A 5 16 110 648 0 0 0 0.08

SBT 0.22 7.0 0.0 7.0 A 6.7 A 33 85 2207

SBR

2548 0 0 0 0.19

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

1.9

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 12 66 10 1 16 51 480 3 26 690 26 Future Vol, veh/h 20 12 66 10 1 16 51 480 3 26 690 26 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 0 8 0 0 0 11 5 0 0 2 18 Mvmt Flow 22 13 74 11 1 18 57 539 3 29 775 29 Major/Minor Minor2 Conflicting Flow All 1217 1489 Stage 1 833 833 Stage 2 384 656 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver 139 125 Stage 1 334 386 Stage 2 616 465 Platoon blocked, % Mov Cap-1 Maneuver 125 112 Mov Cap-2 Maneuver 229 228 Stage 1 309 375 Stage 2 554 430 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 16 C

Minor1 388 1107 1517 - 655 655 - 452 862 7.06 7.5 6.5 6.5 5.5 6.5 5.5 3.38 3.5 4 594 167 120 - 426 466 - 562 375

Major1 271 804 6.9 4.32 3.3 2.31 733 760 -

594 -

733 -

129 241 394 461

108 211 431 365

WB 14.8 B NBL 760 0.075 10.1 B 0.2

760 -

0 -

NB 1

NBT NBR EBLn1 EBLn2WBLn1 SBL - 229 476 397 1037 - 0.098 0.184 0.076 0.028 - 22.4 14.3 14.8 8.6 C B B A 0.3 0.7 0.2 0.1

AMPR Projected Morning 4:49 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 542 4.1 2.2 - 1037 - 1037 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Weekday Evening Peak Hour – Projected Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

218 218 1900 11

1092 1092 2000 11 0%

170 170 1900 11

54 54 1900 11

1686 1686 2000 11 0%

225 225 1900 11

193 193 1900 11

624 624 1900 12 0%

14 14 1900 12

274 274 1900 11

496 496 1900 12 0%

106 106 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3385 0.950 3385

5175

1531

5175

1531 No

0.850 0.950 3385 0.950 3385

45 720 10.9 0.91 100% 0% 0

0.91 100% 2% 0

5 3.0 7.5 14.1 11.8% 3.5 1.0 0.0 4.5 Lead Yes None 9.6 0.08

0.91 100% 2% 0

1561

5175

1561 No

0.91 100% 0% 0

0.91 100% 2% 0

3.0 6.5 16.6 13.8% 3.5 0.0 0.0 3.5 Lead Yes None 72.7 0.61

59 Prot 1 1 3.0 7.5 10.0 8.3% 3.5 1.0 0.0 4.5 Lead Yes None 5.5 0.05

0.91 100% 0% 0

0.91 100% 2% 0

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

3564

0 No

0.91 100% 1% 0

3.0 6.5 22.0 18.3% 3.5 0.0 0.0 3.5 Lead Yes None 72.1 0.60

212 pm+pt 3 8 3

701 NA 8

3.0 6.5 16.6 13.8% 3.5 0.0 0.0 3.5 Lead Yes None 39.5 0.33

0.95

0.974 0.950 1728 0.144 262

3475

0 No

45 572 8.7 0.91 100% 0% 0

0.91 100% 1% 0

1853 247 NA pm+ov 6 7 6 6 7 15.0 21.0 53.9 44.9% 4.5 1.5 0.0 6.0 Lag Yes C-Min 47.9 0.40

0.95

40 2046 34.9

1200 187 NA pm+ov 2 3 2 2 3 15.0 21.0 58.0 48.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 54.0 0.45

5175

0.95 0.997

0.950 1711 0.234 421

45 1138 17.2

0% 240 Prot 5

1.00

0 0

0.91 100% 1% 0

0.91 100% 2% 0

0% 0

661 NA 4

301 pm+pt 7 4 7

15.0 21.0 30.0 25.0% 4.5 1.5 0.0 6.0 Lag Yes None 24.3 0.20

3.0 6.5 22.0 18.3% 3.5 0.0 0.0 3.5 Lead Yes None 48.5 0.40

15.0 21.0 35.4 29.5% 4.5 1.5 0.0 6.0 Lag Yes None 29.8 0.25

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.89 95.7 0.0 95.7 F 102 m#175 150 270 0 0 0 0.89

EBT 0.52 15.0 0.0 15.0 B 25.8 C 121 138 640 2328 0 0 0 0.52

01/31/2022

EBR 0.20 5.7 0.0 5.7 A

WBL 0.38 70.4 0.0 70.4 E

29 m43

24 m32

215 932 0 0 0 0.20

215 155 0 0 0 0.38

WBT 0.90 26.2 0.0 26.2 C 24.9 C 179 356 1058 2065 0 0 0 0.90

WBR 0.26 4.0 0.0 4.0 A

NBL 0.77 45.5 0.0 45.5 D

23 m29

110 #195

215 941 0 0 0 0.26

325 280 0 0 0 0.76

NBT 0.97 75.2 0.0 75.2 E 68.3 E 286 #415 1966 721 0 0 0 0.97

NBR

SBL 0.92 73.4 0.0 73.4 E 199 #352 330 331 0 0 0 0.91

SBT 0.77 39.5 0.0 39.5 D 50.1 D 245 212 492

SBR

863 0 0 0 0.77

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 36.4 Intersection LOS: D Intersection Capacity Utilization 87.1% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

36 36 1900 11

4 4 1900 11 0%

116 116 1900 11

98 98 1900 10

6 6 1900 11 0%

66 66 1900 11

124 124 1900 12

846 846 2000 12 0%

97 97 1900 12

90 90 1900 12

607 607 2000 12 0%

36 36 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.855 0.950 1745 0.708 1300

1570

0 No

0.95 100% 0% 0

126 NA 4

0.95

0.95 100% 0% 0

1583

0 No

0.95 100% 0% 0

0.95

3762

1615

3762

1615 No

0.95 100% 0% 0

0.95 100% 1% 0

3725

1615

3725

1615 No

45 808 12.2 0.95 100% 0% 0

0.95 100% 0% 0

0.95 100% 2% 0

0.95 100% 0% 0

75 NA 8

103 pm+pt 3 8 3

131 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 19.0 15.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 29.0 24.2% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 66.0 55.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 16.0 13.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 73.0 60.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 22.6 0.19

None 14.0 0.12

None 31.1 0.26

None 20.9 0.17

None 77.3 0.64

C-Min 68.1 0.57

None 85.3 0.71

None 79.2 0.66

C-Min 69.1 0.58

None 81.2 0.68

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.256 486

45 572 8.7

0% 0

1.00 0.850

0.950 1805 0.380 722

30 433 9.8

0% 38 pm+pt 7 4 7

1.00

0.862 0.950 1685 0.476 844

30 610 13.9 0.95 100% 0% 0

1.00

215 1

891 102 NA pm+ov 2 3 2 2 3

95 pm+pt 1 6 1

639 38 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.14 33.7 0.0 33.7 C 22 49 267 0 0 0 0.14

EBT 0.69 70.5 0.0 70.5 E 62.0 E 93 #190 530 189 0 0 0 0.67

EBR

WBL 0.35 37.4 0.0 37.4 D 61 108 327 0 0 0 0.31

WBT 0.27 45.5 0.0 45.5 D 40.8 D 51 96 353

WBR

303 0 0 0 0.25

NBL 0.25 3.9 0.0 3.9 A 13 m17 200 525 0 0 0 0.25

NBT 0.42 6.8 0.3 7.0 A 6.3 A 65 m80 492 2135 567 0 0 0.57

01/31/2022

NBR 0.09 2.5 0.0 2.5 A

SBL 0.23 8.6 0.0 8.6 A

11 m11

24 45

180 1206 0 0 0 0.08

215 468 0 0 0 0.20

SBT 0.30 13.9 0.0 13.9 B 12.9 B 138 169 728 2158 0 0 0 0.30

SBR 0.03 7.4 0.0 7.4 A 10 22 215 1093 0 0 0 0.03

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 82 (68%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 50 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 15.4 Intersection LOS: B Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

21 21 1900 11

806 806 1900 12 0%

91 91 1900 12

39 39 1900 11

660 660 2000 12 0%

12 12 1900 12

17 17 1900 11

10 10 1900 11 0%

11 11 1900 12

46 46 1900 11

26 26 1900 11 0%

78 78 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.985 0.950 1745 0.383 703

0.850

3521

0 No

0.950 1745 0.244 448

45 999 15.1 0.97 100% 0% 0

0.97 100% 1% 0

925 NA 2

3.0 9.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 51.1 0.68

3762

1495

3762

1495 No

0.97 100% 1% 0

0.97 100% 0% 0

0.97 100% 1% 0

680 NA 6

40 pm+pt 1 6 1

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.61

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 52.3 0.70

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.2 0.64

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.97 100% 8% 0

0.97 100% 0% 0

1615

0 No

0.97 100% 0% 0

21 NA 4

6 6

18 pm+pt 7 4 7

15.0 21.0 26.0 34.7% 4.5 1.5 0.0 6.0 Lag Yes C-Min 48.2 0.64

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 12.8 0.17

1.00

1631

0 No

25 1047 28.6 0.97 100% 9% 0

0.97 100% 0% 0

0% 12 Perm

1.00 0.888

0.950 1745 0.483 887

30 523 11.9

0% 0

1.00 0.921

0.950 1745 0.688 1264

45 1531 23.2

0% 22 pm+pt 5 2 5

1.00

0 0

0.97 100% 0% 0

0% 0

107 NA 8

47 pm+pt 3 8 3

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 9.5 0.13

3.0 6.5 13.0 17.3% 3.5 0.0 0.0 3.5 Lead Yes None 15.9 0.21

8.0 14.0 23.0 30.7% 4.5 1.5 0.0 6.0 Lag Yes None 12.7 0.17

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.04 6.8 0.0 6.8 A 2 14 150 629 0 0 0 0.03

NBT 0.43 13.1 0.0 13.1 B 12.9 B 121 265 919 2165 0 0 0 0.43

NBR

SBL 0.10 3.1 0.0 3.1 A 2 m5 100 482 0 0 0 0.08

SBT 0.28 6.2 0.0 6.2 A 6.0 A 18 200 1451 2418 0 0 0 0.28

01/31/2022

SBR 0.01 6.2 0.0 6.2 A

NEL 0.07 19.9 0.0 19.9 B

1 m6

8 17

100 961 0 0 0 0.01

65 320 0 0 0 0.06

NET 0.10 29.2 0.0 29.2 C 24.9 C 9 26 443 366 0 0 0 0.06

NER

SWL 0.17 20.8 0.0 20.8 C 19 34 65 317 0 0 0 0.15

SWT 0.39 30.8 0.0 30.8 C 27.8 C 46 87 967

SWR

380 0 0 0 0.28

Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 75 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.43 Intersection Signal Delay: 11.7 Intersection LOS: B Intersection Capacity Utilization 51.1% ICU Level of Service A Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

31 31 1900 11

48 48 1900 11 0%

53 53 1900 12

133 133 1900 11

63 63 1900 11 0%

71 71 1900 12

6 6 1900 11

474 474 1900 12 0%

128 128 1900 12

82 82 1900 11

537 537 1900 12 0%

27 27 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.921 0.950 1745 0.668 1227

1674

0 No

0.96 100% 0% 0

0.96 100% 2% 0

0.96 100% 0% 0

105 NA 4

1665

0 No

0.96 100% 0% 0

139 Perm

140 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 13.0 0.23

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.96 100% 3% 0

0.96 100% 0% 0

3467

0 No

0.96 100% 1% 0

6 pm+pt 5 2 5

627 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 36.7 0.64

0.95

3551

0 No

40 2287 39.0 0.96 100% 0% 0

0.96 100% 0% 0

0% 0

0.95 0.993

0.950 1745 0.367 674

30 1565 35.6

0% 0

0.95 0.968

0.950 1745 0.431 792

35 431 8.4

0% 32 Perm

1.00

0.921 0.950 1745 0.689 1265

30 3889 88.4 0.96 100% 0% 0

1.00

0 0

0.96 100% 1% 0

0.96 100% 0% 0

0% 0

587 NA 6

85 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 32.8 0.57

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 39.3 0.69

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 38.2 0.67

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.11 24.0 0.0 24.0 C 11 33 125 363 0 0 0 0.09

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 57.1 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay: 13.3 Intersection Capacity Utilization 54.4% Analysis Period (min) 15 Splits and Phases:

EBT 0.27 25.6 0.0 25.6 C 25.3 C 37 80 3809 496 0 0 0 0.21

EBR

WBL 0.48 31.1 0.0 31.1 C 51 108 80 375 0 0 0 0.37

WBT 0.37 27.2 0.0 27.2 C 29.2 C 50 103 351

WBR

493 0 0 0 0.28

NBL 0.01 4.2 0.0 4.2 A 1 4 400 649 0 0 0 0.01

NBT 0.31 10.8 0.0 10.8 B 10.7 B 82 119 1485 2136 0 0 0 0.29

01/31/2022

NBR

SBL 0.14 4.7 0.0 4.7 A 10 24 110 610 0 0 0 0.14

SBT 0.25 7.0 0.0 7.0 A 6.7 A 49 108 2207

SBR

2377 0 0 0 0.25

Intersection LOS: B ICU Level of Service A

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

2.7

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 9 80 10 6 9 96 855 14 21 649 59 Future Vol, veh/h 50 9 80 10 6 9 96 855 14 21 649 59 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 3 0 3 10 0 0 0 1 0 0 1 0 Mvmt Flow 56 10 89 11 7 10 107 950 16 23 721 66 Major/Minor Minor2 Conflicting Flow All 1460 1947 Stage 1 767 767 Stage 2 693 1180 Critical Hdwy 7.56 6.5 Critical Hdwy Stg 1 6.56 5.5 Critical Hdwy Stg 2 6.56 5.5 Follow-up Hdwy 3.53 4 Pot Cap-1 Maneuver 89 65 Stage 1 359 414 Stage 2 397 266 Platoon blocked, % Mov Cap-1 Maneuver 74 55 Mov Cap-2 Maneuver 175 147 Stage 1 313 401 Stage 2 330 232 Approach HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh)

EB 21.9 C

Minor1 361 1584 2005 - 1172 1172 - 412 833 6.96 7.7 6.5 6.7 5.5 6.7 5.5 3.33 3.6 4 633 67 60 - 192 269 - 567 386

Major1 483 787 6.9 4.1 3.3 2.2 535 841 -

633 -

535 -

48 122 168 460 WB 29.4 D

NBL 841 0.127 9.9 A 0.4

51 137 235 374

841 -

0 -

NB 1

NBT NBR EBLn1 EBLn2WBLn1 SBL - 175 474 175 721 - 0.317 0.209 0.159 0.032 - 34.9 14.6 29.4 10.2 D B D B 1.3 0.8 0.6 0.1

PMPR Projected Evening Peak 5:00 pm 01/28/2022 22-005 Buffalo Grove ANB

Major2 0 966 4.1 2.2 - 721 - 721 -

0 -

SB 0.3

SBT SBR -

Synchro 11 Report Page 1

Capacity Analysis Summary Reports

Saturday Midday Peak Hour – Projected Conditions

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

268 268 1900 11

1002 1002 2000 11 0%

124 124 1900 11

66 66 1900 11

1167 1167 2000 11 0%

219 219 1900 11

185 185 1900 11

515 515 1900 12 0%

21 21 1900 12

368 368 1900 11

536 536 1900 12 0%

178 178 1900 12

215 1

215 2 300 0.97

215 1

325 1 250 1.00

0 0

330 1 120 1.00

150 2 200 0.97

0.91

1.00

0.91

0.850 0.950 3351 0.950 3351

5226

1473

5226

1473 No

0.850 0.950 3319 0.950 3319

45 720 10.9 0.97 100% 1% 0

0.97 100% 1% 0

5 3.0 7.5 18.0 15.0% 3.5 1.0 0.0 4.5 Lead Yes None 13.0 0.11

0.97 100% 6% 0

1516

5226

1516 No

0.97 100% 2% 0

0.97 100% 1% 0

3.0 6.5 17.0 14.2% 3.5 0.0 0.0 3.5 Lead Yes None 65.5 0.55

68 Prot 1 1 3.0 7.5 10.4 8.7% 3.5 1.0 0.0 4.5 Lead Yes None 5.9 0.05

0.97 100% 3% 0

0.97 100% 2% 0

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

3554

0 No

0.97 100% 1% 0

3.0 6.5 32.0 26.7% 3.5 0.0 0.0 3.5 Lead Yes None 68.6 0.57

191 pm+pt 3 8 3

553 NA 8

3.0 6.5 17.0 14.2% 3.5 0.0 0.0 3.5 Lead Yes None 39.2 0.33

0.95

0.963 0.950 1728 0.191 347

3442

0 No

45 572 8.7 0.97 100% 0% 0

0.97 100% 1% 0

1203 226 NA pm+ov 6 7 6 6 7 15.0 21.0 42.0 35.0% 4.5 1.5 0.0 6.0 Lag Yes C-Min 38.0 0.32

0.95

40 2046 34.9

1033 128 NA pm+ov 2 3 2 2 3 15.0 21.0 49.6 41.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 47.2 0.39

5226

0.95 0.994

0.950 1711 0.302 544

45 1138 17.2

0% 276 Prot 5

1.00

0 0

0.97 100% 1% 0

0% 0

737 NA 4

379 pm+pt 7 4 7

15.0 21.0 28.0 23.3% 4.5 1.5 0.0 6.0 Lag Yes None 24.4 0.20

3.0 6.5 32.0 26.7% 3.5 0.0 0.0 3.5 Lead Yes None 55.0 0.46

15.0 21.0 43.0 35.8% 4.5 1.5 0.0 6.0 Lag Yes None 36.7 0.31

Synchro 11 Report Page 1

Lanes, Volumes, Timings 1: McHenry Road & Lake Cook Road

EBL 0.76 83.0 0.0 83.0 F 118 #166 150 376 0 0 0 0.73

EBT 0.50 20.0 0.0 20.0 C 30.9 C 103 158 640 2054 0 0 0 0.50

01/31/2022

EBR 0.16 7.0 0.0 7.0 A

WBL 0.42 76.1 0.0 76.1 E

20 m32

29 m47

215 818 0 0 0 0.16

215 163 0 0 0 0.42

WBT 0.73 25.5 0.0 25.5 C 24.7 C 112 183 1058 1652 0 0 0 0.73

WBR 0.26 4.7 0.0 4.7 A

NBL 0.64 32.0 0.0 32.0 C

20 29

86 136

215 915 0 0 0 0.25

325 314 0 0 0 0.61

NBT 0.77 53.5 0.0 53.5 D 48.0 D 214 #308 1966 721 0 0 0 0.77

NBR

SBL 0.86 57.1 0.0 57.1 E 274 #359 330 487 0 0 0 0.78

SBT 0.70 47.3 0.0 47.3 D 50.6 D 230 382 492

SBR

1072 0 0 0 0.69

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:EBT and 6:WBT, Start of Green, Master Intersection Natural Cycle: 75 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.86 Intersection Signal Delay: 36.2 Intersection LOS: D Intersection Capacity Utilization 81.4% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

1: McHenry Road & Lake Cook Road

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 2

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

47 47 1900 11

15 15 1900 11 0%

163 163 1900 11

153 153 1900 10

16 16 1900 11 0%

75 75 1900 11

155 155 1900 12

695 695 2000 12 0%

152 152 1900 12

122 122 1900 12

681 681 2000 12 0%

40 40 1900 12

0 0

0 1 25 1.00

0 0

200 1 220 1.00

180 1

215 1 220 1.00

0 1 25 1.00

1.00

0.862 0.950 1745 0.697 1280

1501

0 No

0.97 100% 0% 0

183 NA 4

0.95

0.97 100% 6% 0

0.97 100% 0% 0

1609

0 No

0.97 100% 0% 0

0.95

3689

1615

3689

1615 No

0.97 100% 0% 0

0.97 100% 4% 0

0.97 100% 3% 0

3762

1615

3762

1615 No

45 808 12.2 0.97 100% 0% 0

0.97 100% 0% 0

0.97 100% 1% 0

0.97 100% 0% 0

93 NA 8

158 pm+pt 3 8 3

160 pm+pt 5 2 5

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 24.0 20.0% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

8.0 14.0 40.0 33.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 10.0 8.3% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 52.0 43.3% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 25.0 20.8% 3.5 0.0 0.0 3.5 Lead

3.0 6.5 19.0 15.8% 3.5 0.0 0.0 3.5 Lead

15.0 21.0 61.0 50.8% 4.5 1.5 0.0 6.0 Lag

3.0 6.5 9.0 7.5% 3.5 0.0 0.0 3.5 Lead

None 29.2 0.24

None 20.3 0.17

None 39.8 0.33

None 29.2 0.24

None 68.5 0.57

C-Min 58.0 0.48

None 77.5 0.65

None 70.5 0.59

C-Min 59.3 0.49

None 71.7 0.60

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00 0.850

0.950 1805 0.303 576

45 572 8.7

0% 0

1.00 0.850

0.950 1736 0.326 596

30 433 9.8

0% 48 pm+pt 7 4 7

1.00

0.876 0.950 1685 0.414 734

30 610 13.9 0.97 100% 0% 0

1.00

215 1

716 157 NA pm+ov 2 3 2 2 3

126 pm+pt 1 6 1

702 41 NA pm+ov 6 7 6 6 7

Synchro 11 Report Page 3

Lanes, Volumes, Timings 2: McHenry Road & Town Center Access Road/The Grove Access Road

EBL 0.14 27.0 0.0 27.0 C 25 50 336 0 0 0 0.14

EBT 0.72 63.6 0.0 63.6 E 56.0 E 133 #229 530 262 0 0 0 0.70

EBR

WBL 0.45 32.6 0.0 32.6 C 88 136 413 0 0 0 0.38

WBT 0.24 37.2 0.0 37.2 D 34.4 C 59 100 353

WBR

455 0 0 0 0.20

NBL 0.38 9.9 0.0 9.9 A 21 m28 200 416 0 0 0 0.38

NBT 0.40 11.5 0.0 11.5 B 10.1 B 58 m232 492 1784 0 0 0 0.40

01/31/2022

NBR 0.15 3.7 0.0 3.7 A

SBL 0.29 12.9 0.0 12.9 B

10 m45

40 74

180 1151 0 0 0 0.14

215 510 0 0 0 0.25

SBT 0.38 20.5 0.0 20.5 C 19.0 B 184 235 728 1864 0 0 0 0.38

SBR 0.04 11.9 0.0 11.9 B 13 31 215 964 0 0 0 0.04

Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 96 (80%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 20.3 Intersection LOS: C Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

2: McHenry Road & Town Center Access Road/The Grove Access Road

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 4

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

01/31/2022

NBL

NBT

NBR

SBL

SBT

SBR

NEL

NET

NER

SWL

SWT

SWR

13 13 1900 11

832 832 1900 12 0%

106 106 1900 12

47 47 1900 11

707 707 2000 12 0%

19 19 1900 12

5 5 1900 11

9 9 1900 11 0%

15 15 1900 12

57 57 1900 11

23 23 1900 11 0%

58 58 1900 8

0 0

100 1 240 1.00

100 1

65 1 90 1.00

0 0

65 1 90 1.00

150 1 205 1.00

0.95

0.983 0.950 1745 0.360 661

0.850

3517

0 No

0.950 1745 0.200 367

45 999 15.1 0.93 100% 0% 0

0.93 100% 1% 0

1009 NA 2

3.0 9.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 46.7 0.67

3762

1615

3762

1615 No

0.93 100% 0% 0

0.93 100% 1% 0

760 NA 6

51 pm+pt 1 6 1

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 41.8 0.60

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 48.9 0.70

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

1.00

0.93 100% 0% 0

1668

0 No

0.93 100% 0% 0

26 NA 4

6 6

5 pm+pt 7 4 7

15.0 21.0 24.0 34.3% 4.5 1.5 0.0 6.0 Lag Yes C-Min 46.1 0.66

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 11.6 0.17

1.00

1588

0 No

25 1047 28.6 0.93 100% 0% 0

0.93 100% 0% 0

0% 20 Perm

1.00 0.893

0.950 1745 0.456 838

30 523 11.9

0% 0

1.00 0.908

0.950 1745 0.714 1311

45 1531 23.2

0% 14 pm+pt 5 2 5

1.00

0 0

0.93 100% 4% 0

0.93 100% 3% 0

0% 0

87 NA 8

61 pm+pt 3 8 3

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 8.7 0.12

3.0 6.5 13.0 18.6% 3.5 0.0 0.0 3.5 Lead Yes None 15.4 0.22

8.0 14.0 20.0 28.6% 4.5 1.5 0.0 6.0 Lag Yes None 12.0 0.17

Synchro 11 Report Page 5

Lanes, Volumes, Timings 3: Townplace Parkway/Pauline Avenue & McHenry Road

NBL 0.03 6.8 0.0 6.8 A 1 10 150 608 0 0 0 0.02

NBT 0.48 14.6 0.0 14.6 B 14.5 B 132 #317 919 2101 0 0 0 0.48

NBR

SBL 0.13 3.4 0.0 3.4 A 0 m6 100 445 0 0 0 0.11

SBT 0.31 5.4 0.0 5.4 A 5.2 A 19 218 1451 2475 0 0 0 0.31

01/31/2022

SBR 0.02 5.4 0.0 5.4 A

NEL 0.02 17.0 0.0 17.0 B

1 m10

2 8

100 1062 0 0 0 0.02

65 332 0 0 0 0.02

NET 0.13 28.3 0.0 28.3 C 26.5 C 10 30 443 333 0 0 0 0.08

NER

SWL 0.21 20.1 0.0 20.1 C 23 40 65 325 0 0 0 0.19

SWT 0.32 27.4 0.0 27.4 C 24.4 C 34 70 967

SWR

343 0 0 0 0.25

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 70 Offset: 1 (1%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Natural Cycle: 55 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.48 Intersection Signal Delay: 11.6 Intersection LOS: B Intersection Capacity Utilization 52.9% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases:

3: Townplace Parkway/Pauline Avenue & McHenry Road

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 6

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

01/31/2022

EBL

EBT

EBR

WBL

WBT

WBR

NBL

NBT

NBR

SBL

SBT

SBR

19 19 1900 11

54 54 1900 11 0%

62 62 1900 12

140 140 1900 11

68 68 1900 11 0%

81 81 1900 12

49 49 1900 11

435 435 1900 12 0%

145 145 1900 12

83 83 1900 11

363 363 1900 12 0%

14 14 1900 12

0 0

80 1 120 1.00

0 0

400 1 80 1.00

0 0

110 1 165 1.00

125 1 110 1.00

1.00

0.920 0.950 1745 0.651 1196

1644

0 No

0.89 100% 6% 0

0.89 100% 0% 0

0.89 100% 1% 0

131 NA 4

1686

0 No

0.89 100% 0% 0

157 Perm

167 NA 8

4 4

8 8

8.0 14.0 20.0 28.6% 4.0 2.0 0.0 6.0

None 12.5 0.20

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

0.95

0.89 100% 0% 0

3447

0 No

0.89 100% 1% 0

55 pm+pt 5 2 5

652 NA 2

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 36.3 0.59

0.95

3554

0 No

40 2287 39.0 0.89 100% 0% 0

0.89 100% 0% 0

0% 0

0.95 0.994

0.950 1745 0.365 670

30 1565 35.6

0% 0

0.95 0.962

0.950 1745 0.505 928

35 431 8.4

0% 21 Perm

1.00

0.918 0.950 1728 0.673 1224

30 3889 88.4 0.89 100% 0% 0

1.00

0 0

0.89 100% 1% 0

0.89 100% 0% 0

0% 0

424 NA 6

93 pm+pt 1 6 1

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 29.1 0.47

3.0 6.5 10.0 14.3% 3.5 0.0 0.0 3.5 Lead Yes None 37.2 0.60

15.0 21.0 40.0 57.1% 4.0 2.0 0.0 6.0 Lag Yes None 31.1 0.51

Synchro 11 Report Page 7

Lanes, Volumes, Timings 4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

EBL 0.09 23.9 0.0 23.9 C 7 25 125 288 0 0 0 0.07

EBT 0.39 28.1 0.0 28.1 C 27.5 C 49 96 3809 395 0 0 0 0.33

EBR

WBL 0.63 39.0 0.0 39.0 D 62 #136 80 294 0 0 0 0.53

WBT 0.49 29.9 0.0 29.9 C 34.3 C 64 119 351

WBR

406 0 0 0 0.41

NBL 0.09 4.5 0.0 4.5 A 7 17 400 641 0 0 0 0.09

NBT 0.40 11.9 0.0 11.9 B 11.3 B 87 123 1485 2017 0 0 0 0.32

01/31/2022

NBR

SBL 0.18 5.1 0.0 5.1 A 12 25 110 525 0 0 0 0.18

SBT 0.24 9.8 0.0 9.8 A 8.9 A 52 78 2207

SBR

2106 0 0 0 0.20

Intersection Summary Area Type: Other Cycle Length: 70 Actuated Cycle Length: 61.5 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 16.4 Intersection LOS: B Intersection Capacity Utilization 50.4% ICU Level of Service A Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases:

4: Buffalo Grove Road & Old Checker Road/Town Center Access Road

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

Synchro 11 Report Page 8

HCM 6th TWSC 5: McHenry Road & Town Center Access Road/Bank Lane

Intersection Int Delay, s/veh

01/31/2022

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 62 17 142 16 15 45 134 860 5 48 694 86 Future Vol, veh/h 62 17 142 16 15 45 134 860 5 48 694 86 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length 65 - 130 - 100 - 130 Veh in Median Storage, # 1 1 0 0 Grade, % 0 0 0 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 0 1 0 0 0 1 1 0 0 1 0 Mvmt Flow 69 19 158 18 17 50 149 956 6 53 771 96 Major/Minor Minor2 Conflicting Flow All 1662 2137 Stage 1 877 877 Stage 2 785 1260 Critical Hdwy 7.5 6.5 Critical Hdwy Stg 1 6.5 5.5 Critical Hdwy Stg 2 6.5 5.5 Follow-up Hdwy 3.5 4 Pot Cap-1 Maneuver ~ 65 50 Stage 1 314 369 Stage 2 356 244 Platoon blocked, % Mov Cap-1 Maneuver ~ 41 38 Mov Cap-2 Maneuver 116 106 Stage 1 254 342 Stage 2 239 197 Approach HCM Control Delay, s HCM LOS

EB 35.4 E

Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) Notes ~: Volume exceeds capacity

Minor1 386 1758 2230 - 1257 1257 - 501 973 6.92 7.5 6.5 6.5 5.5 6.5 5.5 3.31 3.5 4 615 55 43 - 184 245 - 526 333

Major1 481 867 6.9 4.12 3.3 2.21 537 779 -

615 -

537 -

29 90 149 342

32 95 198 309

WB 41.2 E NBL 779 0.191 10.7 B 0.7

779 -

0 -

NB 1.4

NBT NBR EBLn1 EBLn2WBLn1 SBL - 116 406 181 724 - 0.594 0.435 0.467 0.074 - 73.7 20.5 41.2 10.4 F C E B 2.9 2.1 2.2 0.2

$: Delay exceeds 300s

Major2 0 962 4.1 2.2 - 724 - 724 -

0 -

SB 0.6

SBT SBR -

+: Computation Not Defined

STPR Projected Saturday Peak 5:06 pm 01/28/2022 22-005 Buffalo Grove ANB

0 -

*: All major volume in platoon

Synchro 11 Report Page 1