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O-07-23VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -23 AN ORDINANCE AUTHORIZING A CLASS B SPECIAL USE TO PERMIT A BANK AT 660 DEERFIELD ROAD PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 18th day of June , 2007. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 18th day of June , 2007. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -23 AN ORDINANCE AUTHORIZING A CLASS B SPECIAL USE TO PERMIT A BANK AT 660 DEERFIELD ROAD WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on February 8, 2007 to consider the application of the owner (hereinafter referred to at the "Applicant ") of certain property commonly known as Deerfield Shoppers Court, legally described on Exhibit A attached hereto (the "Subject Property "), for approval of a Class B Special Use to permit a 2,892 square foot bank without drive - through facilities at 660 Deerfield Road in the C -1 Village Center District, together with certain site improvements to the Subject Property; and, WHEREAS, said public hearing was held pursuant to public notice duly given and published as required by law and conforming in all respects, in both manner and form, with the requirements of the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the testimony, documentary evidence and supporting materials offered at said public hearing, filed its report with the President and Board of Trustees containing its written findings of fact and recommendation that the requested Class B Special Use for a bank without drive - through facilities at 660 Deerfield Road be authorized as a Special Use of the Subject Property in the C -1 Village Center District pursuant to Article 13.11 and Article 5.01 -C, Paragraph 2, Subparagraph b(2), including the following site improvements to the Subject Property: (i) the reconfiguration of the north parking lot to orient parking in the middle of the lot in an east -west direction, new landscaping, the installation of new lighting fixtures matching Village Streetscape lighting, and the repair and striping of the parking lot including parking lot directional striping; (ii) the improvement of trash areas serving the Subject Property with enclosures and/or screening; (iii) the improvement of the rear pedestrian access way on the west of the Shoppers Court building; (iv) the tuckpointing and painting of the Amish Furniture Shoppe building; (v) improvements to the Deerfield Road facade of the Shoppers Court building; and, (vi) the establishment of signage prohibiting left turns onto Deerfield Road between the hours of 7:00 a.m. and 9:00 a.m. and the hours of 4:00 p.m. and 6 p.m. from the westernmost driveway on the Subject (collectively referred to herein as the "Site Improvements "); and, WHEREAS, the President and Board of Trustees of the Village of Deerfield have determined that the proposed Class B Special Use for the Subject Property fully complies with the requirements and standards set forth in Article 5.01 -C, Paragraph 2, Subparagraph b(2) and Article 13.11 of the Zoning Ordinance of the Village of Deerfield and that the best interests of the Village will be served by the authorization and granting of said Special Use as provided herein, subject to and in accordance with the plans and supporting materials submitted by the Applicant which are incorporated herein and made a part hereof by this reference; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the President and Board of Trustees do hereby affirmatively find that the Class B Special Use as hereby authorized fully complies with the requirements and standards set forth in Article 5.01 -C, Paragraph 2, Subparagraph b(2) and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. -2- SECTION 2: That the President and Board of Trustees do hereby approve and authorize the construction, establishment, operation, maintenance and use of a 2,892 square foot bank without drive - through facilities as a Class B Special Use of the Subject Property in the C -1 Village Center District, subject to the conditions, regulations and restrictions set forth in Section 3 of this Ordinance. SECTION 3: That the approval and authorization of said Class B Special Use is granted subject to the following conditions, regulations and restrictions: (i) the establishment, development, maintenance and use of the Subject Property for said Class B Special Use shall be in accordance with the plans and supporting materials attached and made a part of this Ordinance as Exhibit B hereof; (ii) Applicant shall cause the Site Improvements to the Subject Property to be made, established and maintained in accordance with the plans and supporting materials attached and made a part of this Ordinance as Exhibit B hereof, (iii) the Site Improvements shall be substantially completed not later than twelve (12) months after the effective date of this ordinance; (iv) compliance with the statements and representations made and submitted by Applicant to the Plan Commission and to the Board of Trustees of the Village of Deerfield; (v) approval by the Appearance Review Commission of the Deerfield Road fagade improvements; (vi) continued compliance with the Zoning Ordinance and Municipal Code of the Village of Deerfield; and (vii) the benefit of said Special Use is limited to Deerfield Bank & Trust Company and shall expire at such time as Deerfield Bank & Trust Company ceases to do business at the premises. SECTION 4: That the Class B Special Use as hereby authorized shall, except as provided in Section 3 hereof, be binding upon and inure to the benefit of the Applicant and Applicant's successors, grantees, transferees and assigns, and any violation of this Ordinance or the conditions, -3- regulations and restrictions set forth herein by the Applicant or its successors, grantees, transferees or assigns shall authorize the revocation of the Special Use as hereby authorized. SECTION 5: That the Village Clerk is hereby authorized and directed to publish this Ordinance in pamphlet form and to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at Applicant's expense. SECTION 6: That this Ordinance, and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b) legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. SECTION 7: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 18th day of June , 2007. AYES: Benton, Jester, Seiden, Struthers (4) NAYS: Feldman, Rosenthal (2) ABSENT: None (0) ABSTAIN: None (0) APPROVED this 18th da: ATTEST: 1 4 nit Village Clerk STATE OF ILLINOIS ) COUNTIES OF LAKE AND COOK ) SS VILLAGE OF DEERFIELD ) I Iliilil Illill III Iilil VIII Iilll lull VIII VIII (IIII VIII VIII VIII INII IIII IIII Image# 045148780048 Type: ORD Recorded: 08/17/2009 at 08 :30:40 AM Receipt#: 2009 - 00039090 Total Amt: $73.00 Pape 1 of 48 IL Rental Housing Fund: $0.00 Lake County IL Recorder Mary Ellen Vanderventer Recorder File6511080 The undersigned hereby certifies that she is the duly appointed Deputy Village Clerk of the Village of Deerfield, Lake and Cook Counties, Illinois, and that the attached is a true and accurate copy of Ordinance 0 -07 -23 Authorizing a Class B Special Use to Permit a Bank at 660 Deerfield Road Dated this August 8, 2007 SEAL WL. Submitted by: Village of Deerfield 850 Waukegan Road Deerfield, IL 60015 167, A VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -23 AN ORDINANCE AUTHORIZING A CLASS B SPECIAL USE TO PERMIT A BANK AT 660 DEERFIELD ROAD Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties,.Illinois, this 18th day of. June 2007. PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 18th day of June ,2007. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -07 -23 AN ORDINANCE AUTHORIZING A CLASS B SPECIAL USE TO PERMIT A BANK AT 660 DEERFIELD ROAD WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on February 8, 2007 to consider the application of the owner (hereinafter referred to at the "Applicant ") of certain property commonly known as Deerfield Shoppers Court, legally described on Exhibit A attached hereto (the "Subject Property"), for approval of a Class B Special Use to permit a 2,892 square foot bank without drive- through facilities at 660 Deerfield Road in the C -1 Village Center District, together with certain site improvements to the Subject Property; arid, WHEREAS, said public hearing was held pursuant to public notice duly given and published as required by law and conf6rming in all respects, in both manner and form, with the requirements of the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the testimony, documentary evidence and supporting materials offered at said public hearing, filed its report 'with the President and Board of. Trustees containing its. written findings of fact and recommendation that the requested Class B Special Use for a bank without drive- through facilities at. 660 Deerfield Road be authorized as a Special Use of the Subject Property in the C -1 Village Center District pursuant to Article 13.11 and Article 5.01 -C, Paragraph 2, Subparagraph b(2), including the following site improvements to the Subject Property: (i) the reconfiguration of the north parking lot to orient parking in the'middle of the lot in an east -west direction, new landscaping, the installation of new lighting fixtures matching Village Streetscape lighting, and the repair and striping of the parking lot including parking lot directional striping; (ii) the improvement of trash areas serving the Subject Property with enclosures and/or screening; (iii) the improvement of the rear pedestrian access way on the west of the Shoppers Court building; (iv) the tuckpointing and painting of the Amish Furniture Shoppe building; (v) improvements to the Deerfield Road facade of the Shoppers Court building; and, (vi) the establishment of signage prohibiting left turns onto Deerfield Road between the hours of 7:00 a.m. and 9:00 a.m. and the hours of 4:00 p.m. and 6 p.m. from the westernmost driveway on the Subject (collectively referred to herein as the "Site Improvements "); and, WIWREAS, the President and Board of Trustees of the Village of Deerfield have determined that the proposed Class B Special Use for the Subject Property fully complies with the requirements and standards set forth in Article 5.01 -C, Paragraph 2, Subparagraph b(2) and Article 13.11 of the Zoning Ordinance of the Village of Deerfield and that the best interests of the Village will be served by the authorization and granting of said Special Use as provided herein, subject to and in accordance with the plans and supporting materials submitted by the Applicant which are incorporated herein and made a part hereof by this reference; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: . SECTION 1: That the President and Board of Trustees do hereby affirmatively find that the Class B Special Use as. hereby authorized fully complies with the requirements and standards set . forth in Article 5.01 -C, Paragraph 2, Subparagraph b(2) and Article 13.11 of the Zoning Ordinance of the Village of Deerfield: -2- SECTION 2: That the President and Board of Trustees do hereby approve and authorize the construction, establishment, operation, maintenance and use of a 2,892 square foot bank without drive- through facilities as a Class B Special Use of the Subject Property in the C -1 Village Center District, subject to the conditions, regulations and restrictions set forth in Section 3 of this Ordinance. SECTION 3: That the approval and authorization of said Class B Special Use is granted subject to the following conditions, regulations and restrictions: (i) the establishment, development, maintenance and use of the Subject Property for said Class B Special Use shall be in accordance with the plans and supporting materials attached and made a part of this Ordinance as Exhibit B hereof, (ii) Applicant shall cause the Site Improvements to the Subject Property to be made, established and maintained in accordance with the plans and supporting materials attached and made a part of this Ordinance as Exhibit B hereof, (iii) the Site Improvements shall be substantially completed not later than twelve (12) months after the effective date of this ordinance; (iv) compliance with the statements and representations made and submitted by Applicant to the Plan Commission and to the Board of Trustees of the Village of Deerf eld; (v) approval by the Appearance Review Commission of the Deerfield Road fagade improvements; (vi) continued compliance with the Zoning Ordinance and Municipal Code of the Village of Deerfield; and (vii) the benefit of said Special Use is limited to Deerfield Bank & Trust Company and shall expire at such time as Deerfield Bank & Trust Company .ceases to do business at the premises.. SECTION 4: That the Class B Special Use as hereby authorized shall, except as provided in Section 3 hereof, be binding upon and inure to the benefit of the Applicant and Applicant's successors, grantees, transferees and assigns, and any violation of this Ordinance or the conditions, -3- regulations and restrictions set forth herein by the Applicant or its successors, grantees, transferees or assigns shall authorize the revocation of the Special Use as hereby authorized. SECTION 5: That the Village Clerk is hereby authorized and directed to publish this Ordinance in pamphlet form and to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at Applicant's expense. SECTION 6: That this Ordinance, and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b) legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. SECTION 7: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 18th day of June , 2007. AYES:- Benton, Jester, Seiden, Struthers (4) NAYS: Feldman, Rosenthal (2) ABSENT:.,None (0) ABSTAIN: None. (0) APPROVED this 18th da ATTEST: Village Clerk EXHIBIT A PARCEL I: THE EAST 42 FEET OF LOT 3 AND ALL OF LOTS 4, 5, AND 6 AND LOT 7 (EXCEPT THE EAST 50 FEET OF SAID LOT 7), IN BLOCK 1, IN THE TOWN OF DEERFIELD, ACCORDING TO THE PLAT THEREOF, RECORDED MARCH 16, 1857, IN BOOK 27 OF DEEDS, PAGE 167, AND PARCEL II: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN. DESCRIBED AS FOLLOWS, TO -WIT: COMMENCING AT THE NORTHEAST CORNER OF LOT 7 AFORESAID AND RUNNING THENCE NORTH 1.89 CHAINS; THENCE WEST 2.87 CHAINS; THENCE SOUTH 1.89 CHAINS; AND THENCE EAST 2.87 CHAINS TO THE PLACE OF BEGINNING (EXCEPT THEREFROM THE EAST 50 FEET THEREOF); AND PARCEL III: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS, TO -WIT: COMMENCING AT A POINT 212.5 FEET EAST AND 28.2 FEET SOUTH OF THE SOUTHEAST CORNER OF LOT 16, IN BLOCK 1, IN THE TOWN OF DEERFIELD, ACCORDING TO THE PLAT THEREOF RECORDED IN BOOK 27 OF DEEDS, PAGE 167 ON MARCH 16, 1857, RUNNING THENCE SOUTH 69.48 FEET; THENCE EAST 189.42 FEET; THENCE NORTH 70.6 FEET AND THENCE WEST 189.42 FEET TO THE PLACE OF BEGINNING; AND PARCEL IV: THAT PART OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 28, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, AND OF LOT 7, BLOCK 1, IN THE TOWN OF DEERFIELD IN SAID QUARTER QUARTER SECTION, AS DESCRIBED AS FOLLOWS, TO WIT: COMMENCING AT A POINT ON THE SOUTH LINE OF SAID LOT 7 WHICH IS 11.72 FEET WEST OF THE SOUTHWEST CORNER THEREOF, THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID LOT 7 AND SAID EAST LINE EXTENDED NORTHERLY, 182 FEET; THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID LOT 7,40 FEET, MORE OF LESS, TO THE MOST EASTERLY WALL OF THE BRICK BUILDING AS IT EXISTED ON JUNE 7, 1956 EXTENDED NORTHERLY; THENCE SOUTH ALONG SAID EASTERLY WALL AS EXTENDED 182 FEET, MORE OF LESS, TO THE SOUTH LINE OF SAID LOT 7 AND THENCE WEST ALONG SAID SOUTH LINE, 40 FEET TO THE PLACE OF BEGINNING; ALL IN LAKE COUNTY, ILLINOIS. .s Exhibit B Exhibits to an Ordinance Approving a Special Use to Permit the Establishment of a Bank at 660 Deerfield Road 1. Sheet A201 showing "Existing Deerfield Streetscape Elevation" and "Proposed Deerfield Streetscape Elevation B" by Timothy Morgan Associates, dated 05/04/2007. 2. "Proposed Banking Plan" (floor plan) by Myefski Cook Architects, Inc., dated 12/27/2006. 3. "Proposed Site /Circulation Plan" by Myefski Cook Architects, Inc., dated 02/02/2007. 4. "Landscape Plan" by Mariani Landscape, dated 01/31/2007. Memorandum from Timothy J. Doron of KLOA, Inc. to Rich Rushkewicz of Deerfield Bank & Trust; regarding Deerfield Bank & Trust, Shopper's Court, Deerfield, Illinois (traffic and parking study); dated 12/20/2006 and revised 01/23/2007. Z_ -;; :4 il I Z_ I t A; 11 V ;-; P-0 ; 10 W__ 4;; 1 4NXI q- 7 , kl F* DK -7M W. 11 we � _ q F5 SKI PROPOSED R °RITE( -TS. INC. DEERFIELD BANK & TRUST BANKING PLAN 716 VERNON AVENUE GLENCOE. ILLINOIS 60022 TtLEPHONt !J]•ASS•]O!I FACSIMILE BJ-•t 75.70{2 L DEERFIELD SHOPPER'S COURT 660 DEERFIELD ROAD - DEERFIELD, ILLINOIS 1/8" = 1' -0" �-7 12.27.06 0 4' 8' 16' o d o -a3 i I e I I I SIGNAGE: NO LOFT TURN' 7 -9 A. F4 If 4-6 P.M. I 1 I 1 I rn; I NI 47 c C � c W SI®IAGE: "NO LgFT TURN" 7 -9 A.MI. / 4-6 P.M. I I ; I - I N I v I N STRIPED PAVEMENT 8 SIGNAGE: "DO NOT BLOCK DRIVE" I, I I I I I I E I I I I I C I I 1 I I I e I t I I I e I I I I I I I t i mYEFSKI OOK RCHITECTS, INC. 716 VERNON AVENUE GLENCOE. ILLINOIS 60022 TELEPHONE 847.835.7081 FACSIMILE 847.835.7082 a ONE WAY 15' -9" 18' -10" 9' -0" _ / Lu v I a jITWO WAY STOP SIGN * NEW PLANTING 3 PI RKING SLACES I I X. 0 STOP SIGN (EACH WAY) '1- ' =" ' I - r Y NI� NI •, • } 1 / 200 SQ. FT. EXISTING RESTAURANT USE (DINE4N) - 1 / 60 SQ. FT. PROPOSED LANDSCAPE S ONE ISLANDS -SEE LANDSCAPE )% WAY I � REQ'D PARKING PROPOSED 30' 2,891.75 SQ. FT. 14.5 SPACES LOADING AREA I L I a jITWO WAY STOP SIGN * NEW PLANTING 3 PI RKING SLACES I I X. 0 STOP SIGN (EACH WAY) '1- ' =" ' I NEW PARKING LOT LIGHTING - T SPACE S 1 / 200 SO. FT. 14' POST TYPE FIXTURE —� FOO i /..� 1 / 200 SQ. FT. ( 4 TOTAL) RESTAURANT USE (DINE4N) - 1 / 60 SQ. FT. PROPOSED LANDSCAPE S EXISTING ISLANDS -SEE LANDSCAPE )% PERMITTED PLAN FOR MORE INFO REQ'D PARKING PROPOSED 30' 2,891.75 SQ. FT. 14.5 SPACES LOADING AREA I L jj / EXISTING ON -GRADE PARKING (U.S. BANK) -- — - 4 TRASH 1 CE W O� 6P RK NG PA ES AREA N' ? / ....-- ..... * _ I O 0 0 0 0 0 vTo ch. o .......: VEHICLE GUIDE I Z I �. �/ /,•j% :� ;� i I� EXISTING 12'x30' n . o u' i% - AAi}ISFf F`U •,i �:• is , /i /i LOADING AREA N Lu EXIST. SHED TO < BE REMOVED ii 24' -0" ii 19' -0" 19' -0" 24' -0" 19' -0� 19' -0" X24' -0" VEHICLE GUIDE POST TYPE PARKING N STRIPING (WHITE) LOT LIGHT FIXTURE 27 -0" PI RKJN • \� . I 5 P .RKI1G I i� N V CLR ,EP SAC EXISTING ON GRADE PARKING STOP SIGN (EACH WAY) - - - - (VILLAGE OF DEERFIELD) APPROXIMATE SITE AREA: 71,619.32 SQ. FT. 49 SPACES (SEE SURVEY FOR ACTUAL AREA) DEERFIELD BANK & TRUST 646 DEERFIELD ROAD DEERFIELD, ILLINOIS ZONING / BUILDING DATA ZONING DISTRICT: C -1 MAX. BLDG. HEIGHT: 45 FT REQUIRED PARKING: USE BANKING USE - 1 / 200 SO. FT. SPECIAL RETAIL USE - 1 / 200 SQ. FT. PERMITTED RESTAURANT USE (DINE4N) - 1 / 60 SQ. FT. EXISTING RESTAURANT USE (CARRY -OUT) - 1/120 SQ. FT. EXISTING FURNITURE STORE USE - 1 / 200 SQ. FT. PERMITTED BUILDING AREAS: REQ'D PARKING PROPOSED BANK: 2,891.75 SQ. FT. 14.5 SPACES VACANT RETAIL SPACE: 3,126.49 SQ. FT. 15.6 SPACES CHINESE RESTAURANT: 1,069.75 SQ. FT. 8.9 SPACES DRY CLEANERS: 1,217.13 SQ. FT. 6.1 SPACES ITALIAN RESTAURANT: 2,814.40 SQ. FT. 35.1 SPACES FURNITURE STORE: 13,853.29 SQ. FT. 69.2 SPACES TOTALS: 24,972.81 SQ. FT. 149.4 SPACES TOTAL PARKING ON SITE: 83 SPACES SPACES ON VILLAGE PROPERTY: 9 SPACES GRAND TOTAL: 92 SPACES ACTUAL PARKING PROVIDED REQUIRES 4 H/C SPACES O(d- 0-0-1-a3 PROPOSED SITE / CIRCULATION PLAN I " = 40' -0" REVISED 02.02.07 0 20' 40' 80' 1 (1) 4" Chanticleer Pear (3) #5 cunt. 5hrub Pose (4) 1 gal. Keed (�ra65 (9) 1 gal. Russian Sage I F Add planter (2) climbing h I.y for each p 6 I Landscape Plan Scale 1:20 Existing Street Trees I iture additional. Seating boxes to softcn the wall ydrangea w /(3) Boston anter box (1) 4" Chanticleer Pear 5) #5 cunt. Shrub Rose (6) 1 gal. Keed Grass (11) 1 gal. KuS5ian Sage I i i I I t I I I I I I I I Existing 5t,4cet Trees i I I I I I I 1 Proposed new paving material to be added to help improve the alley's appearance. rl Pedestrian circulation can safety run - y. • .\ v /�/ parallel to the landscape i5land5 to 1T% the main sidewalks. 61i\ 6 iS/ - - 4 ((oj XD cons. Shrub Kuoe 1 (15) 1 gai Pusslar, Sage gal Reed Gras— !r (1°� #5 sons. Shrub Pose (30) 1 gal P,1.1951311 Sage T -- - (2) 0 i 5 c °raal Peed Grass---- -�— - - -- -- (2 -- ('.) •'} �j / /// '/ / j /i / / // '� %i /i. _ —. _ .. - - — (6) 3-112'• Autumn Blau _-Red-daple - -- k p:,a* /�;. r� j ir, ' i / /!. "/ ;iii` -.. % �/ %i /� // �// ' i �� ♦ _ . — ....._. — r _ t ' — _ - - -- / (16 i cant. Shrub Pose l 6 #5 coat. Shrub Pose :Ej j'xr ; , j /i j (15) S ctaf RuSSian Sage Kus5ian (to 3 gal Peed Grass ` (6) 3 gal Reed Grass x r Planting bed will be cleaned up of debris Buckthorn, and weedy plants will be removed, and trees to remain will be vruned. Bed will be cultivated and planted a5 Shown.. All plant beds to receive 2 -1/2" of finely shredded cedar bail mulch. (32) S' -10' Techny Mission Arborvitae (13) Compacr, Burning Bush Orj, - o- o-1 -0 EX • -6 L4 a -F J 0 10 20 40 W unagren, O'Hara, Aboona, Inc. 9_ !Ve.l ,-!L -I ti Road. Suite 400 r howinciur, 111'r,.i, '1r p 84 i -515 -9 9`'11 1 r `i-r" -: , `- • "�- MEMORANDUM TO- Rich Rushkewlcz, President Deerfield Bank & Trust FROM: Timothy J. Doron Principal DATE: December 20, 2006 - Revised January 23, 2007 SUBJECT: Deerfield Bank & Trust Deerfield Shoppers Court Center Deerfield, Illinois This memorandum summarizes the results of a site traffic and parking impact analysis conducted by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA. Inc) for a proposed walk -up bank facility located in Deerfield, Illinois. The proposed bank site is located in an existing strip center (Deerfield Shoppers Court) located on the north side of Deerfield Road, east of Waukegan Road. The center is part of a "complex" of retail uses that are interconnected in the rear by a system of parking.lots and drive aisles. The other retail /commercial uses in the complex are under separate ownership. The proposed bank will occupy existing space formerly occupied in part by a sporting goods store. The bank, as planned, will contain approximately 3,266 square feet It will be walk up only, no drive through. The site location for the bank as well as the entire complex is shown on Figure 1. The objectives of this study are to identify existing traffic movements in and out of the center at the proposed location of the bank along Deerfield Road; identify traffic movements in the rear of the complex of parking areas and drives along Waukegan Road and also Rosemary Terrace. tabulate parking supply and demand for the center and in adjacent lots; and recommend improvements resulting in circulation, parking layout, traffic calming and access control This study was conducted to assess the impact that the development would have on traffic conditions in the area and to recommend any street and access improvements necessary to accommodate .development-generated traffic. Existing Conditions In order to project future transportation conditions at the site, four general components of existing conditions were considered- (1) the geographical location of the site and the land uses in the area (2) the characteristics of the streets in the site area, (3) access and general circulation issues, and (4) the traffic volumes on area streets. KLOA; Inc. ll aLI,Pul tatiun -11111 Parking planning t:rmaul: ant, tc. 8 I,;.. ;11 �id z I I t � • ., Ri q ✓r g �•� P F � �i �� r � �� 1 f $i� sad: t � '' i ••� IMUL _ 7'777 �. - • r.. `•�' n �,. � y ,� �� *�. °e.-- r eY if :. .. - "!�Y.w .fir .. .:� 'r•r±....•, r1 � - y r- • v �I: r •r� Site Location and Adjacent Land Uses The site, as stated previously, is located on the north side of Deerfield Road east of Waukegan Road. It is located within the general Deerfield Village Center business district As part of a complex of separately owned other commercial establishments As such it shares some common access and parking facilities as well as utilizing its own drives and parking lots Area Streets The principal streets in the site vicinity that provide access to the site are described in the following paragraphs. Deerfield Road is an east -west arterial extending from Highland Park on the east to Buffalo Grove. In the site vicinity it is a four lane divided street with no parking on either side of the street. Left turn lanes are provided at Waukegan road (westbound) and for Rosemary Terrace (eastbound). Waukegan Road (IL 43) is a major north -south arterial roadway with two through travel lanes in each direction and separate left turn lanes at Deerfield Road. On the south approach (northbound) it has a separate right turn lane. Rosemary Terrace, which borders the east side of the site, is a north -south local residential street with parking permitted on the east site. It is signalized at its intersection with Deerfield Road The south leg of this intersection (Deerfield Road) is the entrance to a mixed -use commercial development. Existing Traffic Volumes As part of this study, KLOA,.Inc. conducted manual traffic counts at the primary access drives to Deerfield Shoppers Court and the entire commercial complex specifically at Waukegan Road and also Rosemary Terrace. Additionally, field records were developed noting traffic conditions on the roads as well as activity occurring within the complex such as vehicles entering and exiting from drives to /from the east or west as "cut through" traffic. The counts were conducted during the weekday evening on Tuesday, November 21, 2006 from 4:00.to 6:00 P.M and on Saturday, November 18, 2006 from 11:00 A.M. to 1:00 P.M. peak periods. Figures 2 and 3 illustrate the existing traffic volumes. Existing Parking Conditions Parking areas within the complex were inventoried and occupancies were tabulated for two sample hours on both Saturday, November 18, 2006 and also Tuesday, November 21, 2006 The parking areas in the complex are shown on Figure 4. Note. Lots C and E are owned b5 Shoppers Court. The remaining lots are part of the previously described "complex " The resulting inventories and occupancies are shown on Table 1. Complete tabulations and field notes are found in the Appendix. prd c)-o-1-93 P "G Q It O 00 �Z W N ` � O m y0 a� N Q t-- 39 (27) 4 �-- 27 (28) ch 4) Y N � N 3 s PIS DEERFIELD ROAD a � a c� Q PROJECTi' S 1 DEERFIELD BANK & TRUST DEERFIELD. ILLINOIS v 1 •- 66 (55) 83 (63) -► e - EXISTING TRAFFIC SIGNAL 00 - 4 :00 -5:00 PM (00) - 5:00 -6:00 PM � t Q N 1 � .1 1 9 (11) -r f- 27 (28) 42 (30) -+ Q It 00 W N ` � � m v a� Q W NOT TO SCALE Ln N N ch 4) Y L 17 (20) 9 (11) -r f- 27 (28) 42 (30) -+ EXISTING WEEKDAY TRAFFIC VOLUMES A. ""' 06-363 laxft E NOi 2 Q cc W a� Q W NOT TO SCALE ch N 0 N 3 IN IN r 4 (4) -! t 38 (26) N N Ln Ci N EXISTING WEEKDAY TRAFFIC VOLUMES A. ""' 06-363 laxft E NOi 2 L Y\ O U O G -� " W _ P O .:Lo Ln Mf .1 1 It ti N co N N rn rn DEERFIELD ROAD 4J 1. t 26 (2T) 8 00)1 DEERFIELD BANK &.TRUST DEERFIELD. ILLINOIS *-- 34 130) 50 (60) -► W V GLE ND �. e - EXISTING TRAFFIC SIGNAL 00 - NOON -1 :00 PM Z cc (00) - 11 :00 AM-NOON. 'po W C N a' O -- L 34 (34) t ti N r 56 (52) 4- 90 (8 6) on 6 (4) -� 104 (121) -► O ° L4 44 (56) t� 1 m N n r _ P O .:Lo Ln Mf .1 1 It ti N co N N rn rn DEERFIELD ROAD 4J 1. t 26 (2T) 8 00)1 DEERFIELD BANK &.TRUST DEERFIELD. ILLINOIS *-- 34 130) 50 (60) -► EXISTING SATURDAY TRAFFIC VOLUMES NOT TO SCALE '" "`n 06-363 I Not 3 W V W cc W N a' O ti N �l 6 (4) -� t 44 (56) N EXISTING SATURDAY TRAFFIC VOLUMES NOT TO SCALE '" "`n 06-363 I Not 3 01, VA *77' Table l PARKING LOT OCCUPANCIES Saturday Tuesday November 18, 2006 November 21, 2006 10.30 1.00 3 30 600 Lot Inventory A M. % P M. % P.M. % P M % A 11 8 72 9 82 9 82 1 1 All 87 45 52 57 66 B 73 57 78 45 62 Bl 10 7 70 2 20 C 61 13 21 15 25 D 49 8 16 4 8 E 12 7 S8 2 17 303 145 48% 134 44% 28 32 32 37 33 45 14 19 6 60 2 20 16 26 35 57 3 6 8 16 I I Il 92 96 32% 103 34% Traffic Characteristics —New Bank Walk -Up Facility As proposed, the new bank will be a walk up only and will not contain a drive through operation Existing traffic at the shopping center, as shown and discussed previously, is relatively moderately low during the peak hours of traffic on the surrounding streets (31 vehicles inbound and 46 vehicles outbound). This includes traffic for all uses in the center and possibly some "cut through" traffic from other uses in the complex. The center currently contains four uses (including, two restaurants). Approximately 3,000+ square feet of the center will be vacant (pending new leases) after adding the Deerfield Bank and Trust (DBT). In order to estimate new traffic for the new DBT facility, customer counts at both the west Northbrook walk up facility as well as the west Lake Forest facility were taken. Based on bank data, 1.5 transactions per person were assumed. All customers were assigned to be driving a vehicle alone (conservative estimate). The results of the very low projected volumes are shown in Table 2. 7 �u ! III " 1 'I. f� II I� l Table 2 WEEKDAY TRANSACTIONS AND PROJECTED NEW VEHICLE TRIPS 3 -4 P.M. 4 -5 P.M. 5 -6 P M* Transactions Cars- Transactions Cars Transactions Cars - West Northbrook 12 8 10 7 12 8 West Lake Forest 9 6 8 6 5 3 Average Il 7 9 7 9 6 *Peak hour of street traffic Average over two days 'Assume 1 5 transactions per person Evaluation and Recommendations The impact of new traffic from the bank walk up facility (6 -7 vehicles in and out during the peak hour) will be small. However, there are some specific site improvements that can be done to improve circulation and access to both the center and the complex as a whole. They are noted below by category. Cut Through Traffic This complex, and its interconnecting series of driveways, drive aisles and parking lots serN es vehicles and customers from establishments on the east and west Consequently, this rear area "cut through" traffic actually provides a convenience and possible benefit to the area by allowing . vehicles to pass through and avoid the congested intersection of Deerfield Road and Waukegan Road. A summary of this cut through traffic is (by observation) shown below in Table 3 Table 3 FIELD OBSERVATIONS OF CUT THROUGH TRAFFIC Direction Day Hour Eastbound Westbound Saturday, November 18, 2006 11 00A M- 12 00 P M I I I 120OPM - I OOPM 3 2 14 3 Tuesday, November 21, 2006 4:00 P.M. - 5 00 P.M 8 4 5.00 PM.- 6.00PM 4 1 12 5 8 p�d.p- o'i�a3 Cut through volumes during the sample periods were low. Notwithstanding, the site design shown to the new site plan reflects the following traffic calming recommendations 1. Stop signs should be placed at the intersecting drives connecting the center's parking lot (Lot C) and entering/exiting to Lots B and D. 2. The lots has been redesigned to improve entry flow and align with the east -west drive aisle. 3 New landscaped islands are designed to channelize flow from Lot B to the southerly drive aisle. 4 New lighting should be provided possibly by bollards located in the new planted medians. 5. New striping will be provided. 6 The north -south transition drive aisle should be striped in accordance with standards to provide better definition of opposing drive lanes. Site Access Access to the shopping center is currently from the rear (as described) and also from Deerfield Rod. Under the proposed plan, traffic will continue to enter /exit from the Deerfield Rod easterly drive and either travel to the rear parking area or circulate in a counterclockwise fashion (one way) to the westerly Deerfield Rod drive This circulation pattern should and. will continue However, based on field observations, peak hour (westbound) traffic backs up past this intersection. Consequently, we recommend the following: Left turns (outbound) be prohibited fro 7:00 to 9:00 A.M. and 4:00 to 6.00 P M. by signage. Site Improvements and Parking The front parking areas are used for convenience. Employees should be directed to park in the rear. The surveys previously shown and discussed indicate large quantities of available parking in rear Lots C (center owned) and D (municipal). Lot E will continue to be busy and should be signed for short term parking. We recommend the following: 1 Peak period turn restrictions (previously discussed). 2 Protective barriers for outdoor drives next to the parking areas in Lot E 3 Improved lighting. IN 0(d -1 c�j�a3 ex. �3 Loading Loading can and should continue for the restaurants and stores in the rear Discussions with the furniture store indicate current 50 foot tractor trailers entering from Deerfield Rod and exiting through the rear. Conclusion The proposed walk up bank is well located with respect to the area street system and shopping center location The traffic can be accommodated efficiently by implementing our recommendations. The site access system with recommended controls is more than adequate to serve the traffic that is being generated by the bank. Parking on site is more than adequate to meet the demand with directions for employees to park in the rear. Consequently, the changes to the site (as described) will actually improve traffic flow for the overall complex as well as the center. TJD \ps Rushkcw iCL Deerfield Bank and Trust December 20 2006 - Revised January 23 2007 qd 10 c)(d. 0 -0-1 - '93 j • Appendix • Existing Site Survey Traffic Counts (11 -18 -06 and 11- 21 -06) • Field Recordings } • Bank Customer Data Ord o' o'l -a3 Existing Site Survey ord p- o'1 "a3 L ALTA/ACSM LAND TITLE SURVEY W f{,{ N I••1 r V J W J r Inl • 0 W{ W tr ! ltr•P F W n IM r d W 71 w M 1 Y TV I•w M M1aIYY w.rry V F Ilr 0.ti rWr wa• Y 1 MIM r M MA•V llw lv I fn•.� L 4e'I'f y M a.Yr •! to r r w.1 rw.I •4'.w wn ••'apt Y-.• CwYtrY •1 F Fvwal .wV w u.) r.ww w nwV ores 1 M tlrn Ms La ! 11 rrr Mn,tt frP 1 p nta W Iwo• W I A Ww Y M a•.r r Mw•,I,t (•r•P hnAaw 0. W ti d wal M Lr M Y h• f•,tlwrt {a,r N T U wr, aw• Il tnl M 0. M wrlH Ynlr tWn{ N Inn{ Wr Cw.MYa r { {r1 211! IM tw .V ma Irr Llr I r � ww `Ot 1•M wti tw Ww1 IN aI Yr 1{ F ya. wwwp Wa ~� �y w bn 2/ M 0.�• nw I {) w rrrrM N tlr rw/� Fr. M.l t1 V w nR{ Inr .ad w Iwa M L+t wt / W f•r11rt•tl •slr r 0. 0wYrr INrlr r {{t1r >• M1wnn11J hers a{rp t1 W r M Iala lwnbtl rtes W r W 1 al.r 1 M Tw Y 1urult h d P•nw P,trlw frM JNwaN V 11{tw V M Cnwawl n { /ww n b frM w M W W) wid,� 11 n 1•A L•r • ~..laafaa orr da Pw L•r•a 1rwn11 V Or /rl W • •w{ W 1 wC d Nw w ra rp •r w,n ww /rtes w M L w0w w 2.r 1 b r •• terry w r M rwa w•{n1 •• � wlr w a+w) W ••4r,r1 •Iw0.tI M•% M M .W th � W I �i/ M W1 pt Mb �: W V iwM Y+ r •w IM 1 w� Yr• W rn\ W )w. { W tl MI 4 Y• Mr •1 Wr.t wrrry F.Y.r Fr /N 11 .• M w•rrn• n n d wnVnn� wn � r•n.Vwi+ •fir . Y •w . ++.. Y w • r ,•wt•• w� 0. •trl wr tuV .aw•I • toes IM _ pp11mm�1 M w Ir�lva`.H r rw. ✓r . r wtr.1 M IrtrV .{Irr rr rr1 Y wrest w I/l{r •.vY .ran •.,r•.y d.•{{ f IMraarww IOww i y r w twat •.r r,wt{ r :� t•1 _� r: � � 11 -•Irrr .r•rr M w i mow. p� wa • rr Y 4•r•P ywrt • r Yt � w {~r�..� .w r r.•.T •.•:w n.l r .. `•ry +r .nl t.r+ r 0. •rtr w�•va ra..�w`�.nr (Ultr Z �C 1 �0 TODD 1 tea ,rm rt 'm,.t� o e vow urlLra Itr Im x � •r r • � s is Y- rY`Yf.w� O.r a DEERFIELD ROAD ;! I v im Iln .r•taa�il p� P {It01 /gall dgU�LLttI t t W {011 021/1 YO rO M' 00rMMt IW Ya�.w Lilt YIMff W�tw IM OmI00 M a Y tLlw A0 Les a p tW tY M Lrrl1 A arp R r N{0 aR II,tL W M 0•li M� t0> I l< wllyp OPfOD � trP {10niL1 YJl tPWR iPlLlrt aat taf i14tH! 1YO M A b t•L w IfLPOYR tlP M 1Lw{Y xLOe tRl f0waOgT. o rwsr In1 .lt IIrr11 twYam {{o wvlo w a rw a w Pes w �pqJ � � . , • V y� �Y P 1Y1t Y rp{P tUYWr tl K rLwf.'I [wOSI t((ttI{Pgft YL MC {IfRt W M YA P MI tLrtR••Pl yap Mi LM�,R�w � ®NKW I M MRi M pmt rtC6NO w woo •OOI •t1 tY6f 1M tl4 O M tgt01 00[LO�prtplO�i{L.W IV .f P"w. •r'lC•O Yd {.' itb t� �dw I tltPJt[ t14 IDatlfl 2 .YItQOa tILEOO InICGNt KaL• IM 1oW n•M•trat tlt wo w Ito M OPtta IMII LPO M IfP(w CO•LL{ n r P t10 M IwLAI { Lb t -1 NIIff ttLlo LwwCl b ®Y UJfiwi9il•�),V i/n Y O iltlO tL LCt 10. fry +y wrYrirnw rat � I,�Ow Yr � >p 0 wl MPa� A trwY n r a••s• td r •r r lrna w {�•n pnwr r•••. awry. fwL I' . >0 Lrlr 11!1'/01 r•t.Y •oO12 n. ®C a wQirti•' �'ar2r. w ti(d. ex. 6 o -o� -a3 rj ill lli ,III II (r.11 1l I i, l� �I lit i it I 1 1 Ir Traffic Counts (11 -18 -06 and 11- 21 -06) b r Deerfield, IL 11/20/06 Parking Lot Drive and Rosemary Terrace 12:55:37 I Saturday November 18, 2006 TURNS /TEAPAC[Ver 3.60.06] - 15- Minute Flow Rates: Appr /Exit Totals Intersection # 2 lot /rose Begin Approach Totals — Exit Totals Int I!'' Time N E S W N E S W Total 1100 40 0 40 68 8 0. 100 40 148 1115 44 0 40 56 16 0 88 36 140 1130 40 0 48 60 28 0 88 32 148 1145 16 0 32 56 28 0 64 12 104 1200 8 0 36 52 20 0 52 24 96 1215 •44 0 36 48 16 0 76 36 128 i. 1230' 24 0 48 44 24 0 52 40 116 1245 40 0 64 56 40 0 84 36 160 TURNS /TEAPAC[Ver 3.60.061 - 60- 14inute Volumes: by Movement Intersection # 2 lot /rose * i �t Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH IT RT TH LT RT TH LT RT TH LT .Total I. 1100 6 29 0 0 0 0 0 16 24 56 0 4 135 1115 4 23 0 0 0 0 0 17 22 50 0 6 122 1130 6 21 0 0 0 0 0 18 20 49 0 5 119 1145 6 17 0 0 0 0 0 16 22 44 0 6 111 1200 7 22 0 0 0 0 0 19 27 44 0 6 125 1215 7 20 0 0 0 0 0 16 21 33 0 4 101* 1230 3 13 0 0 0 0 0 12 16 21 0 4 69* 1245 1 9 0 0 0 0 0 8 8 12 0 2 40* TURNS /TEAPAC[Ver 3.60.061 - 60- Minute Volumes: Appr /Exit Totals Intersection.# 2 lot /rose i Begin Approach Totals Exit Totals Int Time N E S W N E S W Total 1100 35 0 40 60 20 0 85 30 135 .1115 27 0 39 56 23 0 73 26 122 1130 27 0 38 54 23 0 70 26 119 i 1145 23 0 38 50 22 0 '61 28 ill 1200 29 0 46 50 25 0 66 34 125 ; 1215 27 0 37 37 20 0 53 28 101* 1230 16 0 28 25 16 0 34 19 69* 1245 10 0 16 14 10 0 21 9 40* i t �xg5.15a�5 Deerfield, IL 11/20/06 Parking Lot Drive and Rosemary Terrace 12:55:37 Saturday November 18, 2006 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - by Mvmt Intersection # 2 lot /rose Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH LT RT TH LT RT TH IT RT TH LT Total 1100 2 8 0 0 0 0 0 2 8 17 0 0 37 1115 2 9 0 0 0 0 0 3 7 13 0 1 35 1130 2 8 0 0 0 0 0 6 6 i4 0 1 37 1145 0 4 0 0 0 0 0 5 3 12 0 2 26 1200 0 2 0 0 0 0 0 3 6 11 0 2 24 i 1215 4 7 0 0 0 0 0 4 5 12 0 0 32 1230 2 4 0 0 0 0 0 4 8 9 0 2 29 1245 1 9 0 0 0 0 0 8 8 12 0 2 40 Total r13 51 �0 0 0 0 0 35 51 100 0 10 260 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - Totals Intersection # 2 lot /rose Begin Approach Totals Exit Totals Int Time N E S W N E S W Total 1100 10 0 10 17 2 0 25 10 37 1115 11 0 10 14 4 0 22 9 35 ; 1130 10 0 12 15 7 0 22 8 37 1145 4 0 8 14 7 0 16 3 26 1200 2 0 9 13 5 0 13 6 24 1215 11 0 9 12 4 0 19 9 32 1230 6 0 12 11 6 0 13 10 29 1245 10 0 16 14 10 0 21 9 40 Total 64 0 86 110 45 0 151 64 260 TURNS /TEAPAC[Ver 3.60.06] - 15- Minute Flow Rates: by Movement i Intersection # 2 lot /rose Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH LT RT TH IT AT TH LT RT TH LT Total 'r 1100 8 32, 0 0 0 0 0 8 32 68 0 0 148 1115• 8 36 0 0 0 0 0 12 28 52 0 4 140 1130 8 32 0 0. 0 0 0 24 24 56 0 4 148 1145 0 16 0 0 0 0 0 20 12 48 0 8 104 1200 0 8 0 0 0 0 0 12 24 44 0 8 9,6 1215 .16 28 0 0. 0 0 0 16 20 48 0 0 128 1230 8 16 0 0 0 0 0 16 32 36 0 8 116 1245 4 36 0 0 0 0 0 32 32 48 0 8 160 bid o -a�1- a3 ex. we 5 f Deerfield, IL 11/20/06 Deerfield Rd and South Entrance 12:53:14 Saturday November 18, 2006 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Flow Rates: Appr /Exit Totals () t-d. o -off -a3 Intersection # 1 deer /south Begin Approach Totals Exit Totals Int Time N E S W N E S W Total 1100 36 40 0 8 48 8 0 28 84 1115 28 12 0 4 16 0 0 28 44 1130 32 28 0 12 40 6 0 24 72 1145 12 28 0 16 44 4 0 8 56 1200 40 20 0 12 32 4 0 36 72 1215 44 48 0 8 56 4 0 40 100 1230 32 12 0 8 20 0 0 32 52 1245 28 24 0 4 28 4 0 24 56 TURNS /TEAPAC[Ver 3.60.06] - 60- Minute Volumes: by Movement Intersection # 1 deer /south 'Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH IT RT TH IT RT TH LT RT TH IT Total 1100 22 0 5 27 0 0 0 0 0 0 0 10 64 1115 24 0 4 22 0 0 0 0 .0 0 0 11 61 1130 27 0 5 31 0 0 0 0 0 0 0 12 75 1145 29 0 3 27 0 0 0 0 0 0 0 11 70 1200 33 0 3 26 0 0 0 0 0 0 0 8 70 1215 24 0 2 21 0 0 0 0 0 0 0 5 52* 1230 14 0 1 9 0 0 0 0 0 0 0 3 27* 1245 6 0 1 6 0 0 0 0 0 0 0 1 14* TURNS /TEAPAC[Ver 3.60.061 - 60- Minute Volumes: Appr /Exit Totals Intersection # 1 deer /south Begin Approach Totals Exit Totals Int Time N ..E S W N E S W Total 1100 27 27 0 10 37 5 0 22 64 1115. 28 •22 0 11 33 4 0 24 61 1130 32 31 0 12 43 5 0 27 75 1145 32. 27 0 11 38 3 0 29 70 1200 36 26 0 8 34 3 0 33 70 1215 26 21 0 5 26 2 0 24 52; 1230 15 9 0 3 12 1 0 14 27* 1245 7 6 .0 1 7 1 0 6 14* () t-d. o -off -a3 Deerfield, IL 11/20/06 Deerfield Rd and South Entrance 12:53:14 Saturday November 18, 2006 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - by Mvmt Intersection # 1 deer /south * Begin N- Approach p E- Approach S- Approach W- Approach Int Time RT TH IT RT TH LT RT TH LT RT TH IT Total 1100 7 0 2 10 0 0 0 0 0 0 0 2 21 1115 7 0 0 3 0 0 0 0 0 0 0 1 11 1130 6 0 2 7 0 0 0 0 0 0 0 3 18 1145 2 0 1 7 0 0 0 0 0 0 0 4 14 1200 9 0 1 5 0 0 0 0 0 0 0 3 18 1215 10 0 1 12 0 0 0 0 0 0 0 2 25 1230 8 0 0 3 0 0 0 0 0 0 0 2 13 1245 6 0 1 6 0 0 0 0 0 0 0 1 14 Total 55 0 8 53 0 0 0 0 0 0 0 18 134 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - Totals Intersection # 1 deer /south Begin Approach Totals Exit Totals Int Time N E S W N E S W Total 1100 9 10 0 2 12 2 0 7 21 1115 7 3 0 1 4 0 0 7 11 1130 8 7 0 3 10 2 0 6 18 1145 3 7 0 4 11 1 0 2 14 1200 10 5 0 3 8 1 0 9 18 1215 11 12 0 2 14 1 0 10 25 1230 8 3 0 2 5 0 0 8 13 1245 7 6 0 1 7 1 0 6 14 Total 63 53 0 18 71 8 0 55 134 TURNS /TEAPAC[Ver 3.60.06) - 15- Minute Flow Rates: by Movement Intersection # 1 deer /south Begin N- Approach.. E- Approach. S- Approach W- Approach Int Time RT TH IT RT TH LT RT TH LT AT TH LT Total 1100 28 0 8 .40 0 0. 0. 0 0 0 0 8 84 1115 28 0 0 12 0 0 0 0. 0 0 0 4 44 1130 24 0 8 28 0 0 0 0 0 0 0 12 72 1145 8 0 4 28 0 0 0 0 0 0 0 16 56 1200 36 0 4 20 0 0 0 0 0 0 0 12 72 1215 40 0 4 48 ' 0 0 0 0 0. 0 0 8 100 1230 32 0 0 12 0 0 0 0 0 0 0 8 52 1245 24 0 4 24 0 0 0 0 0 0 0 4 56 bid. o -o -1 - o3 ex • 6 6,1% D- 5 Deerfield, IL ;i 11/20/06 South Entrance and Lot E 13:00:15 Saturday November 18, 2006 TURNS /TEAPAC[Ver 3.60.06] - 15- Minute Flow Rates: Appr /Exit Totals Intersection # 4 south /e Begin Approach Totals Exit Totals Int Time N E S ~48 W N E S W Total 1100 12 0 0 32 0 0 28 60 1115 12 0 16 0 8 0 0 20 28 1130 8 0 40 0 20 0 0 28 48 it 1145 8 0 44 0 20 0 0 32 52 1200 8 0 32 0 16 0 0 24 40 1215 4 B 0 56 0 28 0 0 32 60 1230 4 0 20 0 16 0 0 8 24 1245 4 0 28 0 12 0 0 20 32 .i TURNS /TEAPAC[Ver 3.60.061 - 60- Minute Volumes: by Movement intersection # 4 south /e * !j Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH LT RT TH LT RT TH LT RT TH LT Total 1100 10 0 0 0 0 0 0 20 17 0 0 0 47 !I 1115 9 0 0 0 0 0 0 16 17 0 0 0 42 1130 7 0 0 0 0 0 0 21 22 0 0 0 50 j? 1145 6 0 0 0' 0 0 0 20 18 0 0 0 44 1200 5 0 0 0 0 0 0 18 16 0 0 0 39 1215 3 0 0 0 0 0 0 14 12 0 0 0 29* 1230 2 0 0 0 0 0 0 7 5 0 0 0 14,* 1245 1 0 0 0 0 0 0 3 4 0 0 0 8* II TURNS /TEAPAC[Ver 3.60.061 - 60- Minute Volumes: Appr /Exit Totals I! Intersection # 4 south /e * ,� Begin Approach Totals Exit Totals Int ! Time •.N E S W N E S W Total 1100 10 0 37 0 20 0 0 27 47 1115 9 0 33 0 16 0 0 26 42• 1130 7 0 43 0 21 0 0 29 50 I4 1145 .6 0. 38 0 20 0 0 24 44 1200 5 0 34 0 18 0 0 21 39 1215 3 0. 26 0 14 0 0 15 29* 1230 2 0 12 0 7 0 0 7 14* 1245 1 0 7 0 3 0 0 5 8* i p ('d. o -C)1 -a3 Ex. e,5,I9 o'� 5 Deerfield, IL South Entrance and Lot E Saturday November 18, 2006 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - by Mvmt Intersection # 4 south /e Begin N- Approach E- Approach S- Approach W- Approach Time RT TH IT RT TH LT RT TH LT RT TH IT 1100 3 0 0 0 0 0 0 8 4 0 0 0 1115 3 0 0 0 0 0 0 2 2 0 0 0 1130 2 0 0 0 0 0 0 5 5 0 0 0 1145 2 0 0 0 0 0 0 5 6 0 0 0 1200 2 0 0 0 0 0 0 4 4 0 0 0 1215 1 0 0 0 0 0 0 7 7 0 0 0 1230 1 0 0 0 0 0 0 4 1 0 0 0 1245 1 0 0 0 0 0 0 3 4 0 0 0 Total 15 0 0 0 0 0 0 38 33 0 0 0 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - Totals Intersection # 4 south /e 11/20/06 13:00:15 Int Total 15 7 12 13 10 15 6 8 86 Begin Approach Totals Exit Totals Int Time N E S W N E S W Total 1100 3 0 12 0 8 0 0 7 15 1115 3 0 4 0 2 0 0 5 7 1130 2 0 10 0 5 0 0 7 12 1145 p 2 0 it 0 5 0 0 8 13 1200 2 0 8 0 4 0 0 6 10 1215 1 0 14 0 7 0 0 8 15 1230 1 0 5 0 4 0 0 2 6 1245 1 0 7 0 3 0 0 5 8 Total 15 0 71 0 38 0 0 48 86 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Flow Rates: by Movement Intersection # 4 south /e Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH LT AT TH LT RT TH LT RT TH LT Total 1100 12. 0 0 0 0 0 0 32 .16 0 0 0 60 1115 12 0 0 0 0 0 0 8 8 0 0 0 28 1130 8 0 0 0 0 0. 0 20 20 0 0 0 48 1145 8 0 0 0 0 0 0 20 24 0 0 0 52 1200 8 0 0 0 0 0 0 16 16 0. 0 0 40 1215 4 0 0. 0 0 0 0 28 28 0 0 0 60 1230 4 0 0 0 0 0 0 16 4 0 0 0 24 1245 4 0 0 0 0 0 0 12 16 0 0 0 32 p(d. 0- 0-1'03 fix. C) '5,a0 a-F 5 Deerfield, IL 11/20/06 Waukegan Rd and West Entrance Drive 12:57:31 Saturday November 18, 2006 TURNS /TEAPAC[Ver 3.60.06] - 15- Minute Flow Rates: Appr /Exit Totals Intersection # 3 wau /west Begin N- Approach Approach Totals W- Approach Int Exit Totals TH Int Time N E S W N E S W Total 1100 44 108 724 0 660 140 76 0 876 1115 24 96 820 0 780 108 52 0 940 1130 28 72 720 0 664 120 36 0 820 1145 56 68 816 0 780 116 44 0 940 1200 12 100 868 0 828 88 64 0 980 1215 36 84 892 0 832 128 52 0 1012 1230 28 88 772 0 744 88 56 0 888 1245 32 88 840 0 796 112 52 0 960 TURNS /TEAPAC[Ver 3.60.061 - 60- Minute Volumes: by Movement Intersection # 3 wau /west Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH LT RT TH LT RT TH IT RT TH LT Total 1100 0 0 38 34 0 52 83 687 0 0 0 0 894 1115 0 0 30 35 0 49 78 728 0 0 0 0 920 1130 0 0 33 32 0 49 80 744 0 0 0 0 938 1145 0 0 33 31 0 54 72 765 0 0 0 0 955 1200 0 0 27 34 0 56 77 766 0 0 0 0 960 %215 0 0 24 25 0 40 58 568 0 0 0 0 715* 1230 0 0 15 17 0 27 35 368 0 0 0 0 462* 1245 0 0 8 9 0 13 20 190 0 0 0 0 240* TURNS /TEAPAC[Ver 3.60.06] - 60- Minute Volumes: Appr /Exit Totals Intersection.# 3 wau /west Begin Approach Totals Exit Totals Int Time N E S W N E S W Total 1100 38 86 770 0. 721 121 .52 0 894 1115 30 84 806 0 763 108 49 0 920 1130 33 81 824 0 776 113 49 0 938 1145 33 85 837 0 796 105 54 0 955 1200 27 90 843 0 800 104 .56 0 960 1215 24 65 626 0 593 82 40 0 715* 1230 15 44 403 0 385 50 27 0 462* 1245 8 22 210 0 199, 28 13 0 240* Deerfield, IL 11/20/06 Waukegan Rd and West Entrance Drive 12:57:31 Saturday November 18, 2006 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - by Mvmt Intersection # 3 wau /west Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH LT RT TH LT RT TH LT RT TH IT Total 1100 0 0 11 8 0 19 24 157 0 0' 0 0 219 1115 0 0 6 11 0 13 21 184 0 0 0 0 235 1130 0 0 7 9 0 9 23 157 0 0 0 0 205 1145 0 0 14 6 0 11 15 189 0 0 0 0 235 1200 0 0 3 9 0 16 19 198 0 0 0 0 245 1215 0 0 9 8 0 13 23 200 0 0 0 0 253 1230 0 0 7 8 0 14 15 178 0 0 0 0 222 1245 0 0 8 9 0 13 20 190 0 0 0 0 240 Total 0 0 65 68 0 108 160 1453 0 0 0 0 1854 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - Totals Intersection # 3 wau /west Begin N- Approach . Approach Totals W- Approach I Int Exit Totals TH Int Time N E S W N E S W Total 1100 11 27 181 0 165 35 19 0 219 1115 6 24 205 0 195 27 13 0 235 1130 7 18 180 0 166 30 9 0 205 1145 14 17 204 0 195 29 11 0 235 1200 3 25 217 0 207 22 16 0 245 1215 9 21 223 0 208 32 13 0 253 1230 7 22 193 0 186 22 14 0 222 1245 8 22 210 0 199 28 13 qo 240 Total 65 176 1613 . 0 .1521 225 108 0 1854 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Flow Rates: by Movement 19P Intersection # •3 wau /west Begin N- Approach . E- Approach S- Approach W- Approach I Int Time RT TH LT. RT TH LT RT TH LT RT TH IT Total 1100 0 0 44 32 0 76 96 628 .0 0 0 0 876 1115 0 0 24 44 0 52 84 736 0 0 0 0 940' 1130 0 0 28 36 0 36 92 628 0 0 0 0 820 1145 0 0 56 24 0 44 60 756 0 0 0 0 940 1200 0 0 12 36 0 64 76 792 0 0 0 0 980 1215 0 0 36 32 0 52 92 800 0 0 0 0 1012 1230 0 0 28 32 0 56 60 712 0 0 0 0 888 1245 0 0 32 36 0 .52. 80 760 0 0 0 0 960 o� - a3 fix, ►3 5.aa � -� 5 Deerfield, IL 11/27/06 Parking Lot Drive and Rosemary Terrace 11:54:08 November 21, 2006 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - by Mvmt Intersection # 4 park /rose Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH IT RT TH LT RT TH LT RT TH IT Total 1600 1 6 0 0 0 0 0 2 9 13 0 1 32 1615 0 4 0 0 0 0 0 7 4 10 0 1 26 1630 1 8 0 0 0 0 0 5 5 9 0 1 29 1645 0 2 0 0 0 0 0 5 7 6 0 1 21 1700 0 12 0 0 0 0 0 7 4 7 0 1 31 1715 0 11 0 0 0 0 0 4 7 7 0 1 30 1730 1 9 0 0 0 0 0 8 11 8 0 2 39 1745 1 10 0 0 0 0 0 8 4 4 0 0 27 Total 4 62 0 0 0 0 0 46 51 64 0 8 235 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - Totals Intersection # 4 park /rose Begin Intersection Approach Totals Exit Totals Int Time N E S W N E S W Total 1600 7 0 .11 14 3 0 19 10 32 1615 4 0. 11 11 8 0 14 4 26 1630 9 0 10 10 6 0 17 6 29 1645 2 0 12 7 6 0 8 7 21 1700 12 0 11 8 8 0 19 4 31 1715 11 0 11 8 5 0 18 7 30 1730 10 0 19 10 10 0 17 12 39 1745 11 0 12 4 8 .0 14 5 27 Total 66 0 97 .72 54 0 126 55 235 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Flow Rates: by Movement o -0 -1 - a3 5, 0 -� S Intersection ## 4 park /rose Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH IT RT TH LT RT TH IT RT TH LT Total 1600 4 24 0 0 0 0 0 8 36 52 0 4 128 1615 0 16 0 0 0 0 0 28 16 40 0 4 104 1630 4 32 0 0 0 0 0 20 20 36, 0 4 116 1645 0 8 0 0 0 0 0 20 28 24 0 4 84 1700 0 48 0 0 0 0 0 28 16 28 0 4 124 1715 0 .44 0 0 0 0 0 16 28 28 0 4 120 1730 4 36 0 0 0 0 0 32 44 32 0 8 156 1745 4 40 0 0. 0 0 0 32 16 16 0 0 108 o -0 -1 - a3 5, 0 -� S Deerfield, IL 11/27/06 Waukegan Rd and West Exit and Enter Driveway to Shopping Cent 11:51:12 November 21, 2006 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - by Mvmt Intersection # 3 wauk /drive Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH LT RT TH LT RT TH LT RT TH LT Total 1600 0 0 5 13 0 6 17 348 0 0 0 0 389 1615 0 0 8 10 0 6 14 287 0 0 0 0 325 1630 0 0 4 6 0 8 15 294 0 0 0 0 327 1645 0 0 4 10 0 7 16 296 0 0 0 0 333 1700 0 0 4 6 0 13 7 312 0 0 0 0 342 1715 0 0 4 8 0 5 13 322 0 0 0 0 352 1730 0 0 5 10 0 5 15 267 0 0 0 0 302 1745 0 0 3 3 0 5 12 286 0 0 0 0 309 Total 0 0 37 66 0 55 109 2412 0 0 0 0 2679 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - Totals Intersection # 3 wauk /drive Began _ Approach Totals Exit Totals Int Time N E S W N E S W. Total 1600 _ 5 19 365 0 361 22 6 0 389 1615 8 16 301 0 297 22 6 0 325 1630 4 14 309 0 300 19 .8 0 327 1645 4 17 312 0 306 20 7 0 333 1700 4 19 319 0 318 11 13 0 342 1715 4 13 335 0 330 17 5 0 352 1730 5 15 282 0 277 20 5 0 302 1745 3 8 298 0 289 15 5 0 309 Total 37 121 2521 0 2478 146 55 0 26'79 •TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Flow Rates: by Movement Intersection # 3 wauk /drive Began _ N- Approach E- Approach S- Approach W- Approach Int an Time RT TH LT RT TH LT RT TH LT RT TH IT Total 1600 0 0 20 52 .0 .24 68 1392 0 0 0. 0 1556. 1615 0 0 32 40 0 24 56 1148 0 0 0 0 1300 1630 0 0 16 24 0 32 60 1176 0 0 0 0 130.8, 1645 0 0 16 40 0 28 64 1.184 0. 0 0 0 1332 1700 0 0 16 24 0 52 28 1248 0 0 0 0 1368 1715 0 0 16 32 0 20 52 1288 0 0 0 0 14,08 1730 0 0 20 40 0 20 60 1068 0 0 0 0 1208 1745 0 0 12 12. 0 20 48 1144 0 0 0 0 1236 Deerfield, IL 11/27/06 South Entrance and Lot E 11:48:27 November 21, 2006 TURNS /TEAPAC[Ver 3.60.06] - 15- Minute Counts: All Vehicles - by Mvmt Intersection # 2 lote Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH LT RT TH LT RT TH IT RT TH LT Total 1600 0 0 0 0 0 0 0 3 4 0 0 0 7 1615 1 0 0 0 0 0 0 1 6 0 0 0 8 1630 4 0 0 0 0 0 0 1 4 0 0 0 9 1645 1 0 0 0 0 0 0 2 5 0 0 0 8 1700 3 0 0 0 0 0 0 4 2 0 0 0 9 1715 1 0 0 0 0 0 0 6 1 0 0 0 8 1730 2 0 0 0 0 0 0 4 4 0 0 0 10 1745 1 0 .0 0 0. 0 0 6 4 0 0 0 11 Total 13 0 0 0 0 0 0 27 30 0 0 0 70 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - Totals Intersection # 2 lote Begin N- Approach Approach Totals W- Approach. Int Exit Totals TH Int Time N E S W N E S W Total 1600 0 0 7 0 3 0 0 4 7 1615 1 0 7 0 1 0 0 7 8 1630 4 0 5 0 1 0 0 8 9 1645 1 0 7 0 2 0 0 6 8 1700 3 0 6 0 4 0 0 5 9 1715 1 0 7 0 6 0 0 2 8 1730 2 0 8 0 4 0 0 6 10 1745 1. 0 10 0 6 0 0 5 11 Total 13 0 57 0 27 0 0 43 70 TURNS /TEAPAC[Ver 3.60.06] - 15- Minute Flow Rates: by Movement Intersection # 2 lote Begin N- Approach E- Approach S- Approach W- Approach. Int Time RT TH LT RT TH LT RT TH LT RT TH LT. Total 1600 0 0 0 0 0 0 0 12 16 0 0 0 28 1615 4 0 0 0 0 0 0 4 24 0 0 0 32 1630 16 0 0 0 0 0 0 4 16 0 0 0 36 1645 4 0 0 0 0 0 0 8 20 0 0 0 32 1700 12 0 0 0 0 0 0 16 8 0 0 0 36 1715 4. 0 0. 0 0 0 0 24 4 0 .0 0 32 1730 8 0 0 0 0 0 0 16 16 0 0 0 40 1745 4 0 0 0 0 0 0 24 16 0 0 0 44 c9 L Deerfield, IL 11/27/06 Deerfield Rd and South Entrance to Shopping Center 11:43:50 November 21, 2006 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - by Mvmt Intersection # 1 south Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH IT RT TH LT RT TH LT RT TH LT Total 1600 6 0 1 4 0 0 0 0 0 0 0 3 14 1615 4 0 0 4 0 0 0 0 0 0 0 3 11 1630 8 0 0 4 0 0 0 0 0 0 0 1 13 1645 4 0 1 5 0 0 0 0 0 0 0 2 12 1700 4 0 0 4 0 0 0 0 0 0 0 2 10 1715 5 0 0 4 0 0 0 0 0 0 0 3 12 1730 6 0 1 5 0 0 0 0 0 0 0 3 15 1145 3 0 0 7 0 0 0 0 0 0 0 3 13 Total 40 0 3 37 ' 0 0 0 0 0 0 0 20 100 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Counts: All Vehicles - Totals Intersection # 1 south Begin N- Approach Approach Totals W- Approach. Int Exit Totals TH Int Time N E S W N E S W Total 1600 7 4 0 3 7 1 0 6 14 1615 4 4 0 3 7 0 0 4 11 1630 8 4 0 1 5 0 0 8 13 1645 5 5 0 2 7 1 0 4 12 1700 4 4' 0 2 6 0 0 4 10 1715 5 4 0 3 7 0 0 5 12 1730 7 5 0 3 8 1 0 6 15 1745 3 7 0 3 10 0 0 3 13 Total 43 37 0 20 57 3 0 40 100 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Flow Rates: by Movement Intersection # 1 south Begin N- Approach E- Approach S- Approach W- Approach. Int Time RT TH IT RT TH LT RT TH IT RT TH IT Total 1600. 24 0 4 16 0 0 0. 0 0 0 0 12 56 1615 16 0 0 16 0 0 0 0 0 0 0 12 44 1630. 32 0 0 16 0 0 0 0 0 0 0 4 52. 1645 16 0 4 20 0 0 0 0 0 0 0 8 48. 1700 16 0 0 16 0 0 0 0 0 0 0 8 40 1715 20 0 0 16 0 0 0 0 0 0 0 12 48 1730 24 0 4 20 0 0 0 0 0 0 0 12 60 1745 12 0 0 28 0 0 0 0 0 0 0 12 52. p'd. o -0-1- a3 ex. a SAO of S Deerfield, IL 11/27/06 Waukegan Rd and West Exit and Enter Driveway to Shopping Cent 11:51.12 November 21, 2006 TURNS /TEAPAC[Ver 3.60.06] - 15- Minute Flow Rates: Appr /Exit Totals Intersection # 3 wauk /drive Begin N- Approach Approach Totals W- Approach Int Exit Totals TH Int Time N E S W N E S W Total 1600 20 76 1460 0 1444' 88 24 0 1556 1615 32 64 1204 0 1188 88 24 0 1300 1630 16 56 1236 0 1200 76 32 0 1308 1645 16 68 1248 0 1224 80 28 0 1332 1700 16 76 1276 0 1272 44 52 0 1368 1715 16 52 1340 0 1320 68 20 0. 1408 1730 20 60 1128 0 1108 80 20 0 1208 1745 12 32 1192 0 1156 60 20 0 1236 TURNS /TEAPAC[Ver 3.60.061 - 60- Minute Volumes: by Movement Intersection # 3 wauk /drive * Began N- Approach E- Approach S- Approach W- Approach Int Tame RT TH LT RT TH LT RT TH LT RT TH LT Total 1600 0 0 21 39 0 27 62 1225 0 0 0 0 1374 1615 0 0 20 32 .0 34 52 1189 0 0 0 0 1327 1630 0 0 16 30 0 33 51 1224 0 0 0 0 1354 1645 0 0 17 34 0 30 51 1197 0 0 0 0 1329 1700 0 0 16 27 0 28 47 1187 0 0 0 0. 1305 1715 0 0 12 21 0 15 40 875 0 0 0 0 963* 1730 0 0 8 13 0 10 27 553 0 0 0 0 611* 1745 0 0 3 3 0 5 12 286 0 0 0 0 309* TURNS /TEAPAC[Ver 3.60.061 - 60- Minute Volumes: Appr /Exit Totals Intersection # 3 wauk /drive * Begin Approach Totals Exit Totals Int. Time N E S' W N E S W Total 1600 21 66 1287 0 1264 83 27 0 1.374 1615• 20 66 1241 0 1221 72 34 0 1327 1630 16 63 1275 0 1254 67 33 0 1354 1645 17 64 1248 0 1231 68 30 0 1329 1700 16 55 1234 0 .1214 63 28 0 1305 •1715 12 36 915 0 896 52 15 0 963* 1730 8 23 580 0 566. 35 10 0 611* 1745 3 8 298 0 289 15 5 0 309* Ota- p- O" - a3 Deerfield, IL 11/27/06 Parking Lot Drive and Rosemary Terrace 11:54:08 November 21, 2006 TURNS /TEAPAC[Ver 3.60.061 - 15- M3.nute Flow Rates: Appr /Exit Totals Intersection # 4 park /rose Begin N- Approach Approach Totals W- Approach Int Exit Totals TH Int Time N E S W N E S W Total 1600 '~ 28 0 44 56 12 0 76 40 128 1615 16 0 44 44 32 0 56 16 104 1630 36 0 40 40 24 0 68 24 116 1645 8 0 48 28 24 0 32 28 84 1700 48 0 44 32 32 0 76 16 124 1715 44 0 44 32 20 0 72 28 120 1730 40 0 76 40 40 0 68 48 156 '1745 44 0 48 16 32 0 56 20 108 TURNS /TEAPAC[Ver 3.60.061 - 60- M3.nute Volumes: by Movement Intersection # 4 park /rose * Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH LT RT TH IT RT TH LT RT TH IT Total 1600 2 20 0 0 0 0 0 19 25 38 0 4 108 1615 1 26 0 0 0 0 0 24 20 32 0 4 107 1630 1 33 0 0 0 0 0 21 23 29 0 4 111 1645 1 34 0 0 0 0 0 24 29 28 0 5 121 1700 2 42 0 0 0 0 0 27 26 26 0 4 127 1715 2 30 0 0 0 0 0 20 22 19 0 3 96* 1730 2 19 0 0 0 0 0 16 15 12 0 2 66* 1745 1 10 0 0 0 0 0 8 4 4 0 0 2.7* TURNS /TEAPAC[Ver 3.60.061 - 60- Minute Volumes: Appr /Exit Totals Intersection # 4 park /rose Begin Approach Totals Exit Totals Int Time N. E S. W N E.. S W Total 1600 22 0 44 42 23 0 58 27 108 1615 27 0 44 36 28 0 .58 21 107 1630 34 0 44 33 25 0 62 24 ill 1645 35 0 53 33 29 0 62 30 121 1700 44 0 53 30 31 0 68 28 127 1715 32 0 42 22 23 0 49 24 96* 1730 21 0 31 14 18 0 31 17 66* 1745 11 0 12 4 8 0. 14 5 27* x � 5,01 Deerfield, IL 11/27/06 South Entrance and Lot E 11 :48:27 November 21, 2006 TURNS /TEAPAC[Ver 3.60.061 - 15- Minute Flow Rates: Appr /Exit Totals Intersection # 2 lote Begin N- Approach Approach Totals W- Approach Int Exit Totals RT Int Time N E S W N E S W Total 1600 0 0 28 0 12 0 0 16 28 1615 4 0 28 0 4 0 0 28 32 1630 16 0 20 0 4 0 0 32 36 1645 4 0 28 0 8 0 0 24 32 1700 12 0 24 0 16 0 0 20 36 1715 4 0 28 0 24 0 0 8 32 1730 8 0 32 0 16 0 0 24 40 1745 4 0 40 0 24 0 0 20 44 TURNS /TEAPAC[Ver 3.60.061 - 60- Minute Volumes: by Movement Intersection # .2 lote Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH IT RT TH LT RT TH LT RT TH LT Total 1600 6 0 0 0 0 0 0 7 19 0 0 0 32 1615 9 0 0 0 0 .0 0 8 17 0 0 0 34 1630 9 0 0 0 0 0 0 13 12 0 0 0 34 1645 7 0 0 0 0 0 0 16 12 0 0 0 35 1700 7 0 0 0 0 0 0 20 11 0 0 0 38 1715 4 0 0 0 0 0 0 16 9 0 0 0 29* 1730 3 0 0 0 0 0 0 10 8 0 0 0 21* 1745 1 0 0 0 0 0 0 6 4 0 0 0 11* TURNS /TEAPAC[Ver 3.60.061 - 60- Minute Volumes: Appr /Exit Totals Intersection # 2 lote Begin Approach Totals Exit Totals Int Time N E S W N E S W Total 1600 6 0 26 0 7 0 ._.0 25 32 1615 9 0 25 0 8 0. 0 26 34 1630 9 0 25 0 13 0 0 21 34 1645 7 0 28 0 16 0 0 19 35 1700 7 0 31 0 20 0 0 18 38 1715 4 0 25 0 16 0 0 13 29+ 1730 3 0 18 0 10 0 0 11 21* 1745 1 0 10 0 6 0 .0 5 11* C)rd. o- 01-OL3 ex - 6 5, 1)9 ,� 6' Deerfield, IL 11/27/06 Deerfield Rd and South Entrance to Shopping Center 11:43:50 November 21, 2006 TURNS /TEAPAC[Ver 3.60.06] - 15- Minute Flow Rates: Appr /Exit Totals Intersection # 1 south Begin N- Approach Approach Totals W- Approach Int Exit Totals TH Int Time N E S W N E S W Total 1600 28 16 0 12 28 4 0 24 56 1615 16 16 0 12 28 0 0 16 44 1630 32 16 0 4 20 0 0 32 52 1645 20 20 0 8 28 4 0 16 48 1700 16 16 0 8 24 0 0 16 40 1715 20 16 0 12 28 0 0 20 48 1730 28 20 0 12 32 4 0 24 60 1745 12 28 0 12 40 0 0 12 52 TURNS /TEAPAC[Ver 3.60.06] - 60- Minute Volumes: by Movement Intersection # 1 south Begin N- Approach E- Approach S- Approach W- Approach Int Time RT TH IT RT TH LT RT TH LT RT TH LT Total 1600 22 0 2 17 0 0 0 0 0 0 0 9 50 1615 20 0 1 17 0 0 0 0 0 0 0 8 46 1630 21 0 1 17 0 0 0 0 0 0 0 8 47 1645 19 0 2 18 0 0 0 0 0 0 0 10 49 1700 18 0 1. 20 0 0 0 0 0 0 0 11 50 1715 14 0 1 16 0 0 0 0 0 0 0 9 40* 1730 9 0 1 12 0 0 0 0 0 0 0 6 28* 1745 3 0 0. 7 0 0 0 0 0 0 0 3 13* TURNS /TEAPAC[Ver 3.60.06] - 60- Minute Volumes: Appr /Exit Totals Intersection # 1 south Begin Approach Totals Exit Totals Int Time N. E S W N E S W Total 1600 24 17 0 9 26 2 0 22 50 1615 21 17 0 8 25 1 0 20 46. 1630 22 17 0 8 25 1 0 21 47 1645 21 .18 0 10 28 2 0 19 49 1700 19 20 0 11 31 1 0 18 50 1715 15 16 0 9 25 1 0 14 40* 1730 10 12 0 6 18 1 0 9. 28* 1745 3 7 .0 3 10 0 0 3 13* Q ex. 65 a -� Field Recordings Ord. o,n -a3 a. a 5, 51 o -F S Subject Observations from Deerfield Shopping Center (Waukegan Rd and Deerfield Rd.) Study Date Saturday —November 18'", 2006 Observations of traffic backups for westbound Deerfield Rd (extendiniY past entrance along Lot E) 1 Several backups, of a short duration, occurrcd during the red fight signal phase but cleared during the green light signal phase. These backups occurred only in the left turn lane for vehicles headed southbound on Waukegan Rd The tunes of these backups were at 11 14 a in. 11 17. 11.27, 11.40, 11.51, 11 55, 12.25 p in , 12 30, 12.50. and 12 5' of vehicles entering the shopping area from Waukegan Rd. and continuing straight thru to Rosemary Terrace or from Rosemary Terrace straight thru to Waukegan Rd. 2 Between 11.00 and 11.15 a.m , there were two occurrences of vehicles entering from Waukegan Rd and exiting at Rosemary Terrace 3 Between 11 15 and 11:30 a.m . there were five occurrences of vehicles entering from Waukegan Rd and exiting at Rosemary Terrace One vehicle was observed entering from Rosemary Terrace and exiting at Waukegan Rd 4 Between 11.30 and 11:45 a in . there were three occurrences of vehicles entering from Waukegan Rd and exiting at Rosemary Terrace. 5 Between 11.45 and 12 00 p in , there was one occurrence of a vehicle entering from Waukegan Rd and exiting at Rosemary Terrace. 6 Between 12.00 and 12 15 p in. there was one occurrence of a vehicle entering from Rosemary Terrace and exiting at Waukegan Rd. 7 Between 1215 and 12 30 p in , there was one occurrence of a vehicle entering from Waukegan Rd and exiting at Rosemary Terrace One vehicle was observed entering from Rosemary Terrace and exiting at Waukegan Rd. 3 Between 12.30 and 12.45 p tit., there were no occurrences of vehicles entering and continuing to the exit at Waukegan Rd. or Rosemary Terrace 9 Between 12 45 and 1.00 p in, there were two occurrences of vehicles entering from Waukegan Rd and exiting at Rosemary Terrace Parking Lot Occupancy counts conducted at approx 10 30 a m and 1.00 p in in the designated lot areas: Please note that Lot B1 was not on the map, however, I added it as the parking area just to the south of Lot B that was probably used for Bank customers At 10.30 a in , the parking occupancy counts are as follows. 1 Lot A (3), Lot A 1 (45), Lot B (57), Lot B 1 (7), Lot C (13), Lot D (8), and Lot E (7) At 1 00 p m ' the parking occupancy counts are as follows•. 2 Lot A (9). Lot A 1 (57), Lot B (45), Lot B 1 (2), Lot C (15), Lot D (4), and Lot E (2) Subject: Observations from Deerfield Shopping Center (Waukegan Rd. and Deerfield Rd.) Study Date: Tuesday —November 21 n, 2006 Observations of traffic backups for westbound Deerfield Rd (extending past entrance alone Lot E)• Several backups, of a short duration, occurred during the red light signal phase but cleared during the green light signal phase in the 4.00 to 4 15 time period. These backups occurred only in the left turn lane for vehicles headed southbound on Waukegan Rd. The times of these backups were at 4.02 p.m., 4:05,4-07,4-13, and 4.15. Between 4:15 and 5.30 p.m., backups occurred regularly during each red light signal phase for the left turn lane and for straight thru movements on Deerfield Rd. These backups always cleared during the green light signal phase and were, on average, about 30 seconds in duration during each red light signal phase. Between 5:30 and 6:00 p.m., only two backups (5:35 p.m and 5:42 p.m.) were observed at the red light signal phase. Observations of vehicles entering the shopping area from Waukegan Rd. and continuing straight thru to Rosemary Terrace or from Rosemary Terrace straight thru to Waukegan Rd • Between 4.00 and 4:15 p m., there were two occurrences of vehicles entering from Waukegan Rd and exiting at Rosemary Terrace. One vehicle was observed entering from Rosemary Terrace and exiting at Waukegan Rd. • Between 4.15 and 4:30 p.m., there were three occurrences of vehicles entering from Waukegan Rd. and exiting at Rosemary Terrace. One vehicle was observed entering from Rosemary Terrace and exiting at Waukegan Rd. • Between 4:30 and 4.45 p.m , there were two occurrences of vehicles entering from Waukegan Rd and exiting at Rosemary Terrace. • Between 4:45 and 5:00 p.m., there was one occurrence of a vehicle entering from Waukegan Rd and exiting at Rosemary Terrace Two vehicles were observed entering from Rosemary Terrace and exiting at Waukegan Rd. • Between 5:00 and 5:15 p.m., there were two occurrences of a vehicle entering from Waukegan Rd and exiting at Rosemary Terrace. • Between 5:15 and 5:30 p.m., there was one occurrence of a vehicle entering from Waukegan Rd. and exiting at Rosemary Terrace. • Between 5:30 and 5'45 p.m., there was one occurrence of a vehicle entering from Waukegan Rd and exiting at Rosemary Terrace One vehicle was observed entering from Rosemary terrace and exiting at Waukegan Rd. • Between 5.45 and 6.00p m., there were no occurrences of vehicles entering and continuing to the exit at Waukegan Rd. or Rosemary Terrace Park -mg Lot Occupancy counts conducted at approx 3:30 p m. and 6 00 p m. in the designated lot areas Please note that Lot .B l was not on the map, however. I added it as the parking area just to the south of Lot B that was probably used for Bank customers. At 3 30 p.m., the parking occupancy counts are as follows: • Lot A (9), Lot Al (28), Lot B (33), Lot B1(6), Lot C (16), Lot D (3), and Lot E (1) At 6.00 p.m.. the parking occupancy counts are as follows• • Lot A (1), Lot Al (32), Lot B (14), Lot B1 (2), Lot C'(35), Lot D (8), and Lot E (11) The inventory parking capacity (spaces) for each designated lot area is as follows: • Lot A (11), Lot Al (87), Lot B (73), Lot BI (10), Lot C (61), Lot D (49), and Lot E (12) Ex .g 553 Bank Customer Data ()(r . o - o -I-a-3 Ex. 6 5 34 OT- 5 1'V. 0 Page 1 of 2 Tim Doron From: RRUSHKEWICZ @northbrookbank com Sent: Monday, December 04, 2006 10 35 AM To: tdoron@kloainc.com Subject: RE, Teller Activity -West Northbrook Transactions, and 1 5 perperson is ok - - - -- Original Message---- - From: Tim Doron [mailto:tdoron @kloainc.com] Sent: Monday, December 04, 2006 8:42 AM To: Rushkewicz, Richard Subject: RE: Teller Activity - West Northbrook Rich Are these transactions or peoples if they are transactions do we fi ur 1 5 tra actions per person? Tim From: RRUSHKEWICZ @northbrookbank.com [maiito:RRUSHKEWICZ @northbrookbank.com] Sent: Tuesday, November 28, 2006 5:20 PM To: tdoron @kloainc.com Subject: FW: Teller Activity - West Northbrook - - - -- Original Message---- - From: Couchman, Glen Sent: Tuesday, November 28, 2006 11:24 AM To: Rushkewicz, Richard; Bettenhausen, Ed Subject: Teller Activity - West Northbrook Attached are two files detailing teller activity for West Northbrook on two dates November 13th and November 17th. The table below summarizes the daily totals If you would like any other dates, please let me know All Tellers for West Northbrook Hours 8 -9 9- .10 10- 11 11- 12 1.12-1 1.2 2-3 3-4 4 -5 5-6 6- EOD TH November 13 2006 9 19 23 17 31 12 17 9 12 2 0 151 November .17, 2006 . 3 5 5 2 5 4 17 14 7 10 0 72 Aggreg. by hour 12 24 28 19 36 16 34 23 19 12 0 223 12/22/2006 (d . o -01 '013 �x 8 5. 35 4. -,S" '. 1 11 Total Hours 8 30 to 5.30 Drd. o -0ll-33 EX . ,B 15',2� b-. S 11/21/2006 11/27/2006 11/28/2006 830 6 10 3 9.30 10 10 6 1030 9 7 5 11.30 4 16 5 12.30 20 10 12 130 12 9 7 2.30 5 3 17 3.30 11 10 3 4.30 7 5 2 84 80 60 Hours 8 30 to 5.30 Drd. o -0ll-33 EX . ,B 15',2� b-. S