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O-06-24VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -06 -24 AN ORDINANCE APPROVING A SPECIAL USE AND AN AMENDMENT TO THE HOME DEPOT COMMERCIAL PLANNED UNIT DEVELOPMENT FOR AMCORE BANK AT 677 LAKE COOK ROAD PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 15th day of May , 2006. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 15th day of May , 2006. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -06 -24 AN ORDINANCE APPROVING A SPECIAL USE AND AN AMENDMENT TO THE HOME DEPOT COMMERCIAL PLANNED UNIT DEVELOPMENT FOR AMCORE BANK AT 677 LAKE COOK ROAD WHEREAS, AMCORE Bank and V -Land South Elgin/Gyorr, LLC, being the owner of certain property commonly known as the Home Depot "Commercial Planned Unit Development (collectively, the "Applicants "), legally described on Exhibit A attached hereto (the "Subject Property ") have petitioned the Plan Commission of the Village of Deerfield to approve a Special Use for a bank with drive - through facilities at 677 Lake Cook Road including: (i) a variation to reduce the number of required stacking spaces for a drive - through facility from six (6) required spaces to five (5) required spaces and (ii) a sign modification to allow the east and west wall signs for AMCORE Bank to exceed the maximum size allowed, and a sign modification to allow the west wall sign for AMCORE Bank to be located above the roof deck, all as an amendment to the Commercial Planned Unit-Development heretofore, approved for the Subject Property in the C -2 Outlying Commercial District; and WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on March 23, 2006 to consider Applicants' request, said hearing being held pursuant to public notice duly given and published as required by statute and conforming in all respects, in both manner and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the evidence, testimony 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 Special Use be authorized pursuant to Section 13.11 and Section 5.02 -C, Paragraph 2, Subparagraph c of the Zoning Ordinance of the Village of Deerfield to allow the establishment and operation of 4,100 square foot bank with four (4) drive -up lanes at 677 Lake Cook Road in the Home Depot Commercial Planned Unit Development in the C -2 Outlying Commercial District, including: (i) approval of a variation in the requirement for six. (6) stacking spaces for each drive - through lane to allow five (5) stacking spaces for each drive - through lane of the bank facility and (ii) approval of sign modifications to allow the east and west wall signs of the facility to be 57 square feet in size, an increase of fourteen (14) square feet over the maximum size allowed under the Zoning Ordinance and a sign modification to allow the west wall sign to be located above the roof deck of the bank building, as an amendment to the Special Use Planned Unit Development of the Subject Property in the C -2 Outlying Commercial District; and, WHEREAS, the President and Board of Trustees of the Village of Deerfield have determined that substantial evidence supporting the Plan Commission recommendation was adduced at said public hearing, that the proposed Special Use for the Subject Property fully complies with the requirements and standards set forth in Section 13.11 and Section 5.02 -C, Paragraph 2, Subparagraph c, 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 an amendment to the Special Use Planned Unit Development of the Subject Property in the C -2 Outlying Commercial District, including a variation to reduce the number of stacking spaces required for the drive - through facility -2- from six (6) spaces to five (5) spaces, a sign modification to allow the east and west wall signs for the bank facility to be a maximum of 57 square feet in area, and a sign modification allowing the west wall sign for the bank facility to be located above the roof deck of the bank building, all subject to and in accordance with the plans and supporting materials submitted by the Applicants which are incorporated herein and made a part hereof by this; 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 of the Village of Deerfield do hereby affirmatively find that the Special Use as hereby authorized fully complies with the requirements and standards set forth in Section 5.02 -C, Paragraph 2, Subparagraph c and Section 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 2: That the President and Board of Trustees do hereby approve and authorize the construction, establishment, operation and use of a 4,100 square foot bank with four (4) drive -up lanes with a total of 39 parking spaces to be provided on site as a Special Use of the Subject Property in the Home Depot Commercial Planned Unit Development in the C -2 Outlying Commercial District, subject to the conditions, regulations and restrictions set forth in Section 6 of this Ordinance. SECTION 3: That the President and Board of Trustees do hereby further authorize and approve a variation in the requirement for six (6) stacking spaces for each drive- through lane to allow five .(5) stacking spaces for each drive - through lane of the Special Use bank facility, subject to the conditions, regulations and restrictions set forth in Section 6 of this Ordinance -3- SECTION 4: That the President and Board of Trustees do hereby further authorize and approve sign modifications for the Special Use bank facility to allow the east and west wall signs of the bank to be 57 square feet in size, an increase of fourteen (14) square feet over the maximum size allowed under the Zoning Ordinance, and to allow the west wall sign to be located above the roof deck of the bank building, subject to the conditions, regulations and restrictions set forth in Section 6 of this Ordinance. SECTION 5: That the Special Use, variation and sign modifications are hereby approved and authorized as an amendment to the Special Use Planned Unit Development of the Subject Property in the C -2 Outlying Commercial District, subject to the conditions, regulations and restrictions set forth in Section 6 of this Ordinance. SECTION 6: That the approval and authorization of said Special Use, variation and sign modifications is granted subject to the following conditions, regulations and restrictions: (i) the establishment, development, maintenance and use of the Subject Property for said Special Use shall be in accordance with the plans and supporting materials attached hereto and made a part of this Ordinance as Exhibit B hereof, and with all representations made and submitted by the Applicants to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield; (ii) that the construction, maintenance and use of the east and west wall signs on the Subject Property shall be in accordance with the plans and supporting materials attached hereto and made a part hereof as Exhibit B and the approval of the Appearance Review Commission; (iii) continued compliance with the requirements of the Final Development Plan and ordinances for the Home Depot'Commercial Planned Unit Development, as amended, and with all applicable provisions of the Zoning Ordinance of the Village of Deerfield. -4- SECTION 7: That the Special Use and amendment to the Commercial Planned Unit Development as hereby authorized shall be binding upon and inure to the benefits of the Applicants and Applicant s' successors, grantees, transferees and assigns, and any violation of this Ordinance or the conditions, regulations and restrictions set forth herein by Applicants or their successors, grantees, transferees or assigns shall authorize the revocation of the Special Use as .hereby authorized. SECTION 8: 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 Cook County, Illinois at Applicants' expense. SECTION 9: 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 10: 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. [This Space Left Blank Intentionally] PASSED this 15th day of May , 2006. AYES: Benton, Feldman, Wylie, Harris (4) NAYS: Rosenthal, Struthers (2) ABSENT: None (0) ABSTAIN: Seiden (1) APPROVED this 15th day, ATTEST: Ur Village Cle Exhibit B Exhibits to an Ordinance Approving a Special Use and an Amendment to the Home Depot Commercial Planned Unit Development for AMCORE Bank at 677 Lake Cook Road Planning submittal for AMCORE Bank by Marchris Engineering, Ltd., consisting of the following: a) Title Sheet CE -1, last revised 3 -13 -06 b) Demolition Plan Sheet CE -2, last revised 3 -8 -06 C) Geometric Plan Sheet CE -3, last revised 3 -13 -06 d) Preliminary Grading and Utility Plan Sheet CE -4, last revised 3 -13 -06 e) Details and Specifications Sheet CE -5 2. Landscape Plan Sheet LS 1.1 by Larson & Darby Group, dated 02 -03 -2006. 3. Roof Plan and Floor Plan Sheet A -1 by Larson & Darby Group, dated 02 -02 -2006. 4. Proposed Elevations Sheet A -2 by Larson & Darby Group, dated 02 -03 -2006. 5. Site Details Sheet A -3 by Larson & Darby Group, dated 02 -02 -2006. 6. Site Photometric Plan Sheet ES.1 by Larson & Darby Group, dated 02 -02 -2006. 7. Land Title Survey of Subject Property by Webster, McGrath & Ahlberg, Ltd., Sheet S -1. 8. Overall Site Plan Sheet OS -1 by Marchris Engineering, Ltd., dated Nov. 2, 2005. 9. Proposed Elevations for AMCORE building and signage including: a) Production Print by Sign Productions, Inc., dated 9/25/03 and revised 10/9/03.. b) Interior illuminated wall- mounted AMCORE Bank sign with exterior dimensions of 4' -0" by 14'- 125" and 11.125" in depth. C) Production Print by Sign Productions,. Inc., dated 9/6/03 and revised 04/30/03 for AMCORE Bank interior illuminated exterior ATM surround with AMCORE identification signage. d) . Production Print by Sign Productions, Inc., dated 11/14/05 and revised 01/27/06 for typical non - illuminated exterior directional signs. e) Production Print by Sign Productions, Inc., dated 11/14/05 and revised 03/06/06 for AMCORE Bank reserved parking/handicap sign. 10. Memorandum from Robert N. DuBoe, Vice- President, and Peter C. Lemmon, Senior Transportation Consultant of Metro Transportation Group, Inc., dated September 29, 2004 and revised February 9, 2005, to Ted Georgas of Cook County Highway Department regarding subject Lake Cook Road/Deerlake Road Intersection Review with Figures 1 through 5. STATE OF ILLINOIS j COUNTIES OF LAKE AND COOK )SS VILLAGE OF DEERFIELD Doc #: 0626417064 Fee: $100.50 Eugene "Gene" Moore Cook County Recorder of Deeds Date: 09/21/2006 10:19 AM Pg: 1 of 39 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 -06 -24 Approving a Special Use and an Amendment to the Home Depot Commercial Planned Unit Development for Amcore Bank at 677 Lake Cook Road. Dated this June 12 2006 J IFER . DAVIS Deputy Village Clerk SEAL i7 Submitted by: Village of Deerfield 850 Waukegan Road Deerfield, IL 60015 VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLIIrOIS ORDINANCE NO. .0 -06 -24 AN ORDINANCE APPROVING A SPECIAL USE AND AN AMENDMENT TO THE HOME DEPOT COMINIERCLAL PLANNED UNIT DEVELOPMENT FOR AMCORE BA1l'rK AT 677 LAKE COOK ROAD PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 15th day of May , 2006. Published in gamphief form by authority of the President and Board of Trustees -of the Village of Deed eld, Lake and Cool; Counties, Illinois, .this 15th day.of M.ay , 2006. J , VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLIIrOIS ORDINANCE NO. .0 -06 -24 AN ORDINANCE APPROVING A SPECIAL USE AND AN AMENDMENT TO THE HOME DEPOT COMINIERCLAL PLANNED UNIT DEVELOPMENT FOR AMCORE BA1l'rK AT 677 LAKE COOK ROAD PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 15th day of May , 2006. Published in gamphief form by authority of the President and Board of Trustees -of the Village of Deed eld, Lake and Cool; Counties, Illinois, .this 15th day.of M.ay , 2006. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -06 -24 AN ORDINANTCE APPROVING A SPECIAL USE AND AN AA'IEENDMENT TO THE HOAGIE DEPOT COMMERCIAL PLANNED UNIT DEVELOPMENT FOR AMCORE BANK AT 677 LAKE COOK ROAD WHEREAS, `A:MCORE Bank and V -Land South Elgin/Gyorr, LLC, being the owner of certain property commonly known as the Home Depot Commercial Planned Unit Development (collectively, the "Applicants "), legally described on Exhibit A attached hereto (the "Subject . Property ') have petitioned the-Plan Commission of the Village of Deerfield to approve a Special Use for a bank with drive - through facilities at 677 Lake Cook Road including: (Z) a variation to reduce the number of required stacking spaces for a drive- through facility fiom six (6) required spaces to five (5) required spaces and (ii) a sign .modification to allow the east and west wall signs for A1\4CORE Bank to exceed the maximum size allowed, and a" sign modifi cation to :all' ow the west wall sign for AMCORE Bank to be located above the roof deck, all as an amendment to the Commercial Planned Unit Development heretofore approved for the Subject Property in the C -2 Outlying Commercial District; and WHEREAS, the Plan Commission of the Village. of Deerfield held a public heanng.on.. March 23, 2006 to consider Applicants' request, said Bearing .being held pursuant to public notice duly given and published as required by statute and confornning in all respects, in both manner and form, with the req_ui.rements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and, A t VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -06 -24 AN ORDINANTCE APPROVING A SPECIAL USE AND AN AA'IEENDMENT TO THE HOAGIE DEPOT COMMERCIAL PLANNED UNIT DEVELOPMENT FOR AMCORE BANK AT 677 LAKE COOK ROAD WHEREAS, `A:MCORE Bank and V -Land South Elgin/Gyorr, LLC, being the owner of certain property commonly known as the Home Depot Commercial Planned Unit Development (collectively, the "Applicants "), legally described on Exhibit A attached hereto (the "Subject . Property ') have petitioned the-Plan Commission of the Village of Deerfield to approve a Special Use for a bank with drive - through facilities at 677 Lake Cook Road including: (Z) a variation to reduce the number of required stacking spaces for a drive- through facility fiom six (6) required spaces to five (5) required spaces and (ii) a sign .modification to allow the east and west wall signs for A1\4CORE Bank to exceed the maximum size allowed, and a" sign modifi cation to :all' ow the west wall sign for AMCORE Bank to be located above the roof deck, all as an amendment to the Commercial Planned Unit Development heretofore approved for the Subject Property in the C -2 Outlying Commercial District; and WHEREAS, the Plan Commission of the Village. of Deerfield held a public heanng.on.. March 23, 2006 to consider Applicants' request, said Bearing .being held pursuant to public notice duly given and published as required by statute and confornning in all respects, in both manner and form, with the req_ui.rements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and, A t t ' VvMREAS, the Plan Commission of the Village of Deerfield, after :considering the evidence, testimony and supporting materials offered at said public hearing, filed its report vdth the President and Board of Trustees containing its written findings of fact and recommendation that the requested Special Use be authorized pursuant 'to Section 13.11 and Section 5.02 -C, Paragraph 2, Subparagraph c of the Zoning Ordinance of the Village of Deerfield to allow the establishment and operation of 4,100'square foot bank with four (4) drive -up lanes at 677 Lake Cook Road in the Home Depot Commercial Planned Unit Development in the C -2 Outlying Commercial District, including: (i) approval of a variation in the requirement for six. (6) stacking spaces for each drive- through lane to allow five (5) stacking spaces for each drive- through lane of the bank facility and (ii) approval of sign modifications to allow the east and west wall signs . of the facility to be 57 square feet in size; an increase of fourteen (14) square feet over the maxirnuin size allowed under the Zoning Ordinance and a sign modification to allow the west wall sign to be located above the roof deck of the bank building, as an amendment to the Special Use. Planned Unit Development of the Subject Property in the C -2 Outlying Commercial District: and, NNIFI ER.EAS, the President and Board of Trustees of the Village of Deerfield have determin.ed.that substantial evidence supporting the Plan Commission recommendation was adduced at said public hearing, that the proposed Special Use for the Subject Property fully complies with the requirements and standards set forth in Section 13.11 and Section-5.02-C, Paragraph 2, Subparagraph c, ofthe 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 an amendment to the Special Use _ Planned Unit Development of the Subject Property in the C -2 Outlying Commercial District, including a variation to reduce the number of stacking spaces required for the drive- through facility -2- J � ftom six (6) spaces to five. (5) spaces, a sign modification to allow the east and west wall signs for the bank facility to be a maximum of 57, square feet in area, and a sign modification allowing the west wall sign for the bank facility to be 1 ocated above the roof deck of the bank building, all subject to and in. accordance with the plans and supporting materials submitted by the Applicants which are incorporated herein and made a part hereof by this, • 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 of the Village of Deerfield do hereby affunlatively find that the Special Use as hereby authorized fully complies with the requirements and standards set forth in Section 5.02 -C, Paragraph 2, Subparagraph c and Section 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 2: That the President and Board of Trustees do hereby approve and authorize the construction, establishment, operation and use of a 4,100 square foot bank with four (4) drive -up lanes with a total of 39 parking spaces to be provided on site as'a Special Use of the Subject Property in the Horne Depot Commercial Planned. Unit Development in the C -2 Outlying Commercial District, subject to the conditions, regul.ations.and restrictions set forth in Section 6 of this Ordinance. SEC'T'ION 3: That the President and Board of Trustees do hereby further authorize and approve a variation in the requirement for six (6) stacking spaces for each drive- through lane to allow five.(5) stacking spaces for each drive- through lane of the Special Use bank facility, subject to the conditions, regulations and restrictions set forth in Section 6 of this Ordinance. 1 j SECTION 4: That the President and Board of Trustees do hereby further authorize and approve sign modifications for the Special Use bank facility to allow the east and west wall signs of the bank to.be 51 square feet in size, an increase of fourteen (14) square feet over the maximum size allowed under the Zoning Ordinance, and to allow the west wall sign to be located above the roof deck of the bank-building. subject to the conditions; regulations and restrictions set forth in Section 6 of this Ordinance. SECTION 5• That the Special Use variation and sign modifications are hereby approved and authorized as an amendment to the Special Use Planned Unit Development of the Subject Property in. the. C -2 Outlying Commercial District, subject to the conditions, regulations and restrictions set forth in Section 6 of this Ordinance. SECTION 6: That the approval and authorization of said Special Use, variation and si modifications is granted subject to the following conditions; revelations and restrictions: (i) the establishment. development, maintenance and use of the Subject Property for said Special Use shall be in accordance with the plans and supporting materials attached hereto and made a part of this Ordinance as Fahibii B hereof, and with all representations made and submitted by the Applicants to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield; (ii) that the construction, maintenance and use of the east acid west wall signs on the Subject Property shall be in accordance with the plans and supporting- iaterials attached hereto and made a part hereof as Exlii bit B and the appi oval of the Appearance Review Conunlission; (iii) continued compliance with the .requirements of the Final Development Plan and ordinances for the Home Depot Commercial Planned Unit Development, as amended, and with all applicable provisions of the Zoning Ordinance of the Village of Deerfield. ME SECTION 7: That the Special Use and amendment to the Commercial Planned Unit Development as hereby authorized shall be binding upon and inure to the benefits of the Applicants and Applicants' successors, grantees, transferees and assigns, and any violation.of this Ordinance or the conditions, regulations and restrictions set forth herein by Applicants or their successors, grantees, transferees or assigns shall authorize the revocation of the Special Use as. _hereby authorized. SECTION 8: 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 Cook County, Illinois at Applicants' expense. SECTION 9: 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 contrai- , 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 10: 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. [This Space Left Blank'Intentionally]. PASSED this 15th day of . Mav 92006. AYES: Benton, Feldman, .Wylie, Harris (4) NAYS: Rosenthal, Struthers (2) ABSENT: None (0) ABSTAIN; Seiden (1) APPROVED this 15th day. ATTEST: �'` Village CIerl; EXHIBIT A LOT 1 IN THE DEERFIELD DEPOT SUBDIVISION, BEING A SUBDIVISION OF PART OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MARCH 9, 1998 AS DOCUMENT NUMBER 98183480 IN COOK COUNTY, ILLINOIS, Commonly known as 677 Lake Cook Road, Deerfield, Illinois PIN 04 -04- 101 - 038 -0000 Exhibit S Exhibits to an Ordinance Approving a Special Use and an Amendment to the Home Depot Commercial Planned Unit Development for AMCORE Bank at 677 Lake Cook Road 1. Planning submittal for AMCORE Bank by Marchris Engineering, Ltd., consisting of the following: a) Title Sheet CE -1, last revised 3 -13 -06 b) Demolition Plan Sheet CE-2, last revised 3 -8 -06 C) Geometric Plan Sheet CE73, last revised 3 -13 -06 A) Preliminary Grading and Utility Plan Sheet CE -4; last revised 3 -13 -06 e) Details and Specifications Sheet CE -5 2. Landscape Plan Sheet LS 1.1 by.Larson & Darby Group, dated 02 -03 -2006. 3. Roof Plan and Floor Plan Sheet A -1 by Larson & Darby Group, dated 02 -02- 20.06. 4. Proposed Elevations Sheet A -2 by Larson & Darby Group, dated 02 -03 -2006. 5. Site Details Sheet A -3 by Larson & Darby Group, dated 02 -02 -2006. 6. 'Site. Photometric Plan Sheet ES.I by Larson & Darby Group, dated 02 -02 -2006 %. Laud Title Survey of Subject Property by V� %ebster, McGrath & Ahlberg, Ltd., Sheet S -1. 8. Overall Site Plan Sheet OS -I by Marchris Engineering, Ltd., dated Nov. 2, 2005. 9. Proposed Elevations for AMCORE building and signage including: a) . Production Print by Sign Productions, -Inc., dated - 9/25/03 and revised 10/9/03. b) . Interior illuminated wall - mounted AMCORE Bank sign with exterior dimensions of 43 -0 ". by 14'- 2.25" and. 11.125" in depth.. c) Production Print by Sign Productions, Inc., dated 9,/6/03 and revised 04/30/03 for AMCORE Bank interior illuminated exterior ATM surround with AMCORE identification sisnaae. d) ' Production Print by Sign Productions, Inc., dated 11/14/05 and revised - 01/27/06 for typical non - illuminated exterior directional signs. e) Production Print by Sign.Productions, Inc.., dated 11/14/05 and revised 03106106 for ANICORE Bank reseived -parki ig/handicap sign. 10. Memorandum' from Robert N. DuBoe, Vice_ President, and Peter C. Lemnlon, Senior. Transportation Consultant of Metro Transportation Group, Inc., dated September 29, 2004 and revised February 9, 2005, to Ted Georgas of Cook County Highway Department regarding subject Lake Cook Road/Deerlake Road Intersection Review Aq' th Figures 1 through 5. PLANNING SUBMITTAL AMCORE Bank INDEX CE -1. TITLE SHEET CE -2. DEMOLITION PLAN CE -3. GEOMETRIC PLAN CE -4. PRELIMINARY GRADING Gnd UTILITY PLAN CE -5. DETAILS k PROJECT SPECIFICATIONS LS -1. LANDSCAPE PLAN• A -I ARCHITECTURAL FLOOR AND ROOF PLAN' A -2. ARCHITECTURAL ELEVATIONS* A -3. ARCHITECTURAL SITE DETAILS' ES -1'. SITE PHOTOMETRIC PLAN' S -1. SURVEY OS— 1. OVERALL SITE PLAN -PREPARED BY LARSON AND DARBY GROUP LAKE COOK ROAD DEERFIELD, ILLINOIS i LOCATION MAP DH. Rd �...0 -0 An u :.� g.... v a . g LOCATTO .. .. - - - -- .__ _ es SECTION 4, TOWNSHIP 42 N, RANGE 12 E LAKE COUNTY, ILLINOIS I� i LEGEND 1 DESCRIPTION BENCHMARKS EXISTING 5TE BO.OAU.01: T/& ROE NIGRANT no WEST 6 C:01 LOSIOW BIRDNG Af l0T IR1L [ILV. 00001 SANITARY SEWER —�- NOTE STORM SEWER ALL 'WORN UNDER THIS PROJECT MUST BE CONSTRUCTED IN COMPUANCE WIN ALL FEDERAL STATE AND OSHA REWREMENTS TO - INSURE SAFETY AT ALL TIMES ON THIS MANHOLE DEVELOPMENT, INCLUDING IF NECESSARY THE FENCING IN OF THE DEVELOPMENT PARCEL OR O WORN AREA • LAKE COOK ROAD DEERFIELD, ILLINOIS i LOCATION MAP DH. Rd �...0 -0 An u :.� g.... v a . g LOCATTO .. .. - - - -- .__ _ es SECTION 4, TOWNSHIP 42 N, RANGE 12 E LAKE COUNTY, ILLINOIS I� i LEGEND 1 STORM CULVERT W/HEADWALL 0 nNrl ro a01RTRUCig1 a .N. slno.Tma TH[ CON111KT011 w51 CLLL tU.L1L fq M LOCAnW No sl.na: aF msmc IanrnwolWO Nm.rz uTUTrcs (ws 11lCTRC. IODbrt1 .. 1 -OOF 19] -017J 4IK1M NOq ro OWN: o'A u- oce -'A 4, e IoL ,6 /0 0 nal o: J C m � ll O 0 z V z z N C w ' sstt W Z i i ua w V CI 0 N Z Z F wN (0 n U ; = i W U Tn G • dOB NO. 05-117 CE -1 DESCRIPTION EXISTING PROPOSED �— SANITARY SEWER —�- -(— STORM SEWER —>-- . WATER MAIN O MANHOLE • O CATCH BASIN • 6 VA VALVE VAULT O --• -- . -- --- PAVEMENT CURB k GUTTER ❑ FIRE HYDRANT • 'L .W GUTTER FLOWLINE ELEV. 8800.00 Tcew.. TOP OF CURB ELEV. TC800.50 FLARED END SECTION v O CURB INLET ■ ..••'<RO ..... CONTOURS /'a00_ STORM CULVERT W/HEADWALL 0 nNrl ro a01RTRUCig1 a .N. slno.Tma TH[ CON111KT011 w51 CLLL tU.L1L fq M LOCAnW No sl.na: aF msmc IanrnwolWO Nm.rz uTUTrcs (ws 11lCTRC. IODbrt1 .. 1 -OOF 19] -017J 4IK1M NOq ro OWN: o'A u- oce -'A 4, e IoL ,6 /0 0 nal o: J C m � ll O 0 z V z z N C w ' sstt W Z i i ua w V CI 0 N Z Z F wN (0 n U ; = i W U Tn G • dOB NO. 05-117 CE -1 O LEGEND �� s W (G [nei. BOp to B[ NniEO i ' g . Ens+. a�nAENaus ..roam ro a arcm ® Wsr. tnwaarz EevENPlr ro eE NEUOrm I nosr. mNrncrz S4CNxlw ro eE auOtEp J Y � Q C #kd'kl =k EMT. cuaa ro BE a D <� l 1m, r I LAKE COOK ROAD ne (R.O.W. VARIES) _ c O -___ Z --- - _ __ -- - -- _Q ..... ............. --- - -- - - -- - - -- _.._ ._.._. _.._.._ - - - - -- _.._ . �.. _.._. _. _. m._. _ .._ . ,d a` �_ �- - $a LOT 7 Ja I- -.-..- I I F•'S5'T`, -'- - _._ - - - - ._, � ._ .,:. .. _ _ ,.,,., -_,i9- ` - Ply' °" . - I s: ...._ _ .•,- I a t „� E.T. saws rd #� r .�(. '`� I st'vv A�. ✓. lf CRY l"rM%Y `•.., .y. c4'4S _ ':• 3 ✓ %/ STUCCO k STONE � :P •',�.^ Z dJ� j i 7755 SQUARE FEET, AS /// / /..pp^:a. ', - - ¢ y. �': l: / /'MEASURED FORM EXTERIOR/ ,�'% PA C - Lu = d (/ ,GROUN% LEVEL OI�%I %NS // //' Z s• '_ 0 Z' a W z / r ° ?� mf i :1/ /. /..�. /rte 6 LOT 2 (noi cr •••,�. ,. �''F, CESYl4�'IHt4lYlY 'P U C o U E • �• ," p?%%.EEWW J 7d' s naar D ro sce°iia� . ro or a m a' cGNCaE a O Lu - �' ' O :� pi tG� .,,�` . -,S• t EESEU T8 0 C fN •• !0 _ _ _�'S�'• Q 1 �• �d..... , ::k Elam s. � � 8 o SITE BENCHMARK: - - - ENV- es..eo„ • , , , a `O —LL OTT ow naE NroNxNr •HOME DEPOT' ' I CELYx TON - 660.Ot I LOT 4 DEMOLITION PLAN I I worzs: I. nNS A.ul rs eNgo aN na snmE, AImwEO e. wEesrw, +EUNrN • uNmc (esomm -reox z AEON ro ENE POS BU L Au sNNU BE a TE JOB NO. 03 -117 auAwec na Eossmn EDGMM xNE CtlYNrow aE .Nr, N[auron r7 . m ,cw rt000vExA nur ux. .rrcn nes oEVnowENE CE —G � LOT PARCEL 1 LOT 2 CONCRETE o '' -- Lu act EC Co 0 cr jr `^�� | ` |-9-O- -- -' ----'-- -'---�- om�' o��»� ' -_ --- ' -- . . . . Lo 4 GEOMETRIC PLAN | � . ~'~~��IWE~= SEE _`EC_~~~ i-�:E-:3:' LAKE COOK ROA ------T---------'----------------------- / �u� v��s ------ �^~~~=�"~�,��~��^,� ---------- | | | LAKE COOK ROAD | | m.v.". ,^n/cs> ! -- ----- -- -- ----'-- -----'-____-----' | ��----- LOT r ------ ' | | '------- . F. | L _ � ��----- � LOT PARCEL 1 LOT 2 CONCRETE o '' -- Lu act EC Co 0 cr jr `^�� | ` |-9-O- -- -' ----'-- -'---�- om�' o��»� ' -_ --- ' -- . . . . Lo 4 GEOMETRIC PLAN | � . ~'~~��IWE~= SEE _`EC_~~~ i-�:E-:3:' P LEGEND _— __— __— __— ____ —. <N TC PROPOSED TOP OF CURB ELEVATION FL (p 4 O PROPOSED FLOW LINE ELEVATION N G - PROPOSED GROUNO ELEVATION S P PROPOSED PAKYENT ELEVATION W R PROPOSED RN ELEVATION TW . PROPOSED TOP OF WALK ELEVATION TRW PROPOSED TOP OF RETAINING WALL ELEVATION I I f I n a ' 100 YEAR FLOW ROUTE LAKE COOK ROA__D__ EXISTING CONTOURS -- -' —' _ _ _ _ _ _ _ _ _ _ ___ (R.0 N. VARIES) �NOBiw ^'.. `l PROPOSED CONTOURS u..c DF Ta .0.'E•5T -A—R. C— . -.]_I] , I a m 5 C4 I LAKE COOK ROAD (R.O.'N. VARIES) cr) O I �4^ s� e 0 i I -1 I I I 1 I I I I I � I 1 h ______. —__ —_ ____— _____— __— __ —____ ? _.._ _. _.._ _ _._._ _.._._ _ _.._.._ -- �_-:_'_-_••_-_ -: - f c- -- _ - •4 _.. 1•A' ABU- asR..T Z _. _. _ _A�y._.._..- - -� a" - -'- - - _ _ . ,� LOT 7 a iT GS C55 •rtC•' y _ ,.y. a .......... - -.. 7 7. �0p1 a01 6!). 5771%` SITE BENCHMARK• ea axTw a aBe Iawp � B5B.1] Z n r.65 0Q L TI 6 LL . c 1 PA CEj 1 4'. °i uJ ? y` W o Aiu as),I! Z W AMCORE K Z PROPOSED 1 « 10e>a z < u UI N I g t d Z 15: W -; L C) OT 2 Lll; zZ. o T= fn 658__....... _.., At I :. .•�* n ICE . si ncam vN.ex.]P ... 7 .. eB• OA N. xaesp.) \ I . . �" ............ -CRETE Q J J W Z •l. - - .._..h�....,• -..._. .�- •�,�•F 'T. N g C N[ EASCu i 010. p Cuu[ +:. p • —��.p [•- g W O1 ._ _ _._ _ _._ _ _ _ _ _ _ _ • eee e0 h % Icrolo __• --•- ,�6— ,—..�� DRIVE -UP WINDOW O � to •y- —• _ _ _ _._ _._ _ _._ _._ _B •a�l� I� w. SITE BENCHMARK: (/T iAG BELT ON FYRF NYDe•NT °'� ELEVATION .660.01 • ""RADra roFLL5 s` ° .aTNp LOT a PRELIMINARY W0-E TCR IF L65 IIL1x F R N•S ro I A� WY r GRADING and UTILITY PLAN ,.P. AKGIDeW1 TO WUAOC IY OURF D i� , •.. .... RE(uFmmin NOTEY I. TPf Pox q B•Sm 01 ]1F SYRKI PRONO[D B. B�tpl, ueW.[M � AM8N6 Iuopss - >aat 1 PBIpR ro COISTB410110N. TIE FEYA/FYY ODLIACNIS PALL ac BCWC`•[D .108 NO. 05 —if) 1CABUxa TIQ vpsSeL[ 11u LO1 — •xp ELEVATXXI d M11 IIERAAfpI m lF.0 nDCCwAee u•1 0' TaE OEYFIONENT. 1 UKL4 pMBWS[ xIM) M TOP P CLPR iB 650' (P) M•x •pump na.ua (n) or n¢ wrTTn a v.suolT TrT nevnpxs sNO.a 4B -6.12 CURB and GUTTER i t/Y a.a I Y,UIOOUS COK.AW.Q mwa -Y cwa 19luellau• cx s.lom callY 1 -tC CO.,I.CRD u -• •.3[ [auMY PAVEMENT DETAIL ��Na •�.Ia .e l� �� CONCRETE CANOPY PAD SIDEWALK DETAIL /�OWC Ee..,9a• JOniS 90 O/E TURNED DOWN EDGE SIDEWALK [n.no.l A•Z .i ,y 0.0 CATCHBASIN 48' OR 60' 48' INLET an � ' mw•n .00m ..w. ur �a.m nri[r w[ •Q.I1 [ MANHOLE TYPE A (SANITARY SEWER) •r rx t �1 FIRE HYDRANT w ro no Tlu'it�t~� DOMESTIC WATER SERVICE .c.o aoo4plu�.nua [¢nv P..4 .. • O v oI. w u-u ,, O v oI. a•.>=.�.�. ,w"�- ;rte -In (RLAS f+IPI TYPE A(+8 r e.ol mov PIPE BEDDING .02 9m01.IC rq M �O A K P.� .1 b�. z�`.00l,i° °OO.r�ww°1,.�w°011i'mioO1Oa oou.lw, wswucal >w o,m w aw � w'�,[�ol®o ur• ,av stn w�. *c'•n'. 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OA-d u�A 6�ie. 6 lu LANDSCAPE PLAN "i i a �Q 0 , m `MUM CLE o r m cc C 16 0 c i W f� C O !; �z e, J II 0. cr O f— _J C O0 U q OK LLW �J OQ ZV UJj <j, � 0-1 QW m Jo w Z Q gl I �I F;I .nnw � • a u aon uvo .0 .1m mva � am.wun .a+.om ■rw � � � � � O nmm w}.0 a rov .cgn wro. 0 �'° O ' LM..� ST1I vprt wll 4i® ❑ 9 ifGE yV W Vplf Q rin uw O 0� O � o 0 td m y l Y r FLOOR PLAN � ROOF PLAN � 2a� ----cam a,8 3 � is PLAN SHEET SCE ve• - r-o• am ' B o € w ! C7 a C e+ W !� � �J 0 Id. WEST ELEVATION I I 1 EAST ELEVATION SOUTH ELEVATION NORTH • � =5 PROPOSED ELEVATIONS a XY 2a' ta' SCALE: 3/t6' - C-a• 0� tic•, 8 4'6 i0 t0 c ®+ W !' t N 0 LL r _J U Q = ae U Z °0 Q o o. De -- CC) OY = 00 3V0- W m Z Y Lu Q O el m�lurn wmm�n uor�^�n nu .ter . Arlan FRONT ELEVATION cra rwnm w --t x i I V V '• o a l T - I.e snusv n+.cw � TRASH ENCLOSURE PLAN . � '_� rnosm eoa '••� GATE FRAMING '�wrnrw.wna�e- - - sma•, e.s.. 2 sin 4�7_. -, .. covr.rv•rtr 1 II lr.�� ^�n•rtta nwn wa -w +nas 6 WALL SECTION ® TRASH ENCLOSURE GATE HINGE DETAIL 6Tr 3 scue s ra � 4i", 414'.r v l.vo ELI -'� � —. —•-. •-- rr •�� %— I 4 BOLLARD DETAIL 04OLLAR AIL �' -- r 0 V 11 1 11 0 fl ,I II ;I II 11 n a � EVlrnf /� we rort r...rm in / wv II it II � II . SECTION 12 PROJECT SIGN v ". SITE PLAN / SIGN PLAN SCALP: 1'- 20•-0• _ o.�,n..r. e.n m mn+Pn such rt.n snffr oP:vw sww AMCORE BANK _ - e�-�e� 7Mg rQi'YCOI LVi•TOIIN ]W® swuan mr ro! ewa rtn� I - -- vaa+ ow, aou amen ro! rw m ua asae s 1! MAN r---- -- ----- - -ti rt,.r.P ��.A, �1 SIDE ELEVATION �� _ _ r<• • - ra n BOLLARD DETAIL I 1 I 1 TRASH ENCLOSURE FOUNDATION PLAN_ OAI� 0-O(O -aq SITE DETAILS &.13 S 10 SCALP: AS MM CE 9 m � `O C e! U' a a f0 c A$ W fe 1� U) w 0 0 O r I_' Y J 00 . U u u- u Z goo CO J CO O 0[ J 3UQC Lu Lli J LL Q OO a O o `lp a � � t I LAKE COOK ROAD D 1. v u 'u 'ta E° E� o PP.OP11 -ED Ya `° o o p ❑ AMCORE BANK 'u 'u ifEt 'u L Yt v 'y Ya 'y BfAT44TIC8 U Y1 'at to Y1 �a• 't.t 'u Ya '.Y lta 'ta 'u • Z• ia7 'y YS 'y UL NAM 804EMU Ipr 4 o�wW YYr O.�d, o- oto-a�i SITE PHOTOMETRIC PLAN �U SCALE: v . W-o• ; 't'" 1 CLE O c (� a ,e c j! W c O t L ;z lip ra3yy Ri A gel I ' MAP A.L.T.A. / A.C.S.M. LAND TITLE SURVEY vGT V . M-. —.T . W -T � .1� �ST —a 2 N —D PRINO— YE-01-, —0�0 10 �E -UT EREV RECOM[o — 9. 1.& .l 0=-EN' W. 2: Y- SE4CN15 rpR �-E BENMT 01 —M 1 BY FEOIRO AL ErS — r O —R-0 GREC4ENl RECORCED .=..T 1610.Y43. TO E. LA- CJLO.�. VAMS) T.BEE II 44 NOTES: 1. OVERALL PLAN IS BASED ON THE SITE DESIGN PROVIDED BY GEWALT- HAMILTON ASSOC.. INC. 847 - 478 -9700. DATED 4 -22 -98 FOR DEERFILD DEPOT. GHA PROJECT NO. 9608.000 ;RAPRIC SCALE ��a oIn &j3 $�r� C N A II I< Y C Z � LLI W U s e WWI WuJ i _ W (5 Y : o ZZ F W� r^ z y 0 U y Q g�e = L ¢ L Q 0 c � 8 OVERALL SITE PLAN OS -1 B - 14' -2 1/4' - 13' -3 7/8' — r r�vv TOPVIEW FRONTVIEW 11• 6. ALUMINUM CABINET PAINTED TO MATCH PMS 200 W/ FINE STIPPLE FINISH .150 WHITE MODIFIED ACRYLIC PUSHTHRU LETTERS MOUNTED TO CLEAR ACRYLIC BACKER ALUMINUM CABINET W/ ROUTED OUT COPY PAINTED TO MATCH PMS 200 SEMI -GLOSS SIDE VIEW JOB DESCRIPTION /' �(� • O (1) S/F INTER ILLUM EXTERIOR WALL MOUNT SIGN Q� ! O REF CAD DRAWINGS AMBCIZ FOR DIMENSIONS & CONSTRUCTION l f DETAILS v� SIGN TYPE Cl REVISE: 10/9/03 GESIGN APPROM sys ® ®1r I �A ®� B ��, a AUTROBQED SIONANRE FRB NAME: AMBCI GATE 985/03 SCALE 1l2' - p oaf / , `� �h JOB NAME AMCOAE BANK Ids W 000wl Co"'M oonrr® COLOR rma. 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CONTACT DAVEMAF&K PRONE 30}358 1X1 RNfDX07 IOU SIOWN R) MRO`S p01y =y Fpp101DANRARDq Ig16R TDN NNODPCED, CO pI FpmRFp N ANTI // NOi tliUlN[D WITNIN TNIRi7 *A YS FROM DAM WE !/SllVl WRIGHT f0 CXA10110! TN[ CSG f /Y1 iLM[ fNVO/ V[D !N ITS D /Vl {OIA[Ni. N" Gum erJLM samm Steve Allsop n• 6• ALUMINUM CABINET PAINTED TO MATCH PMS 200 W/ FINE STIPPLE FINISH .150 WHITE MODIFIED ACRYLIC PUSH THRU LETTERS MOUNTED TO CLEAR ACRYLIC BACKER ALUMINUM CABINET W/ ROUTED OUT COPY PAINTED TO MATCH PMS 200 SEMI - GLOSS' i FRONT VIEW SIDE VIEW j JOB DESCRIPTION (1) S/F INTER ILLUM EXTERIOR WALL MOUNT SIGN REF CAD DRAWINGS AMBCIZ FOR DIMENSIONS & CONSTRUCTION DETAILS SIGN TYPE Cl REVISE: 10/9/03 OMON A"ROM er: FILE NAME AMBCt DATE 90/03 SCALE 1R' =1' RO13 CTION PRINT AUTHORTLmSIONATURE JOBNAWEAMCOREBANK iwy �J � �/ iC � GATE LOCATION nmDwaacaU ANT. CZFATM r"KHG`3ITIOU NmwCID,COMM ND14ANTI loonDGXnaocrroNS.NC m{eu/mamrFROM DA mu ESERVI mGHT TO CRmmMR MY CRmrnc RRmuv¢w® III ITS IVELOP UMT. . CONTACT DAVEMAF&K PRONE 30}358 1X1 RNfDX07 IOU SIOWN R) MRO`S p01y =y Fpp101DANRARDq Ig16R TDN NNODPCED, CO pI FpmRFp N ANTI // NOi tliUlN[D WITNIN TNIRi7 *A YS FROM DAM WE !/SllVl WRIGHT f0 CXA10110! TN[ CSG f /Y1 iLM[ fNVO/ V[D !N ITS D /Vl {OIA[Ni. N" Gum erJLM samm Steve Allsop r 12' -3/4' 1' -5 7/8' ' -8 1/2' I } SIDE VIEW 4' -7 3/4' 4 4'-4 -4 1/2 FRONTVIEW ALUM CABINET W/ FINISH TO MATCH PMS 200 FINE STIPPLE SIDE VIEW FLUSH MOUNT ACCESS PANEL 0 tid.. o -®(o -ail et. , 8 qc E610 JOB DESCRIPTION (1) S/F INTER ILLUM EXTERIOR ATM SURROUND REF CAD DRAWINGS AMBPIZI & Z2 FOR DIMENSIONS AND CONSTRUCTION DETAILS SIGN TYPE P1 ® �*a j� ® �° RE VISE: 04 /30/03 DESIGN APPROVE) eY' FILE NAME, AhWl DATE 916103 1 SCALE 3/4'= 1' �/®i ®®LJ 6m0 T IO �7 i� I N 1 AUTHDR�D SIDNANRE Jos RM AWORE BANK DATE LOCATION rHSnwoTwlN co.vrrn aam.�maImrt aunD ra root rvsDHU ogwmaDCnav WITH NDRaIeHO n.NaD w. roonDaxnoDOCrIOHS, Nc PaoRSRmnmmoR nm nur uTROrura nD ru m,runar.an Taoo aRrnr, rtam NvRwmu.caa DnrsHrt.uw OIIT. TH3 rfRTa HOT IDDAOWN TD.NrOM ODIIDf V rO@O.O.NDITaN NOR IS RiO1F [FNODPCSD, CORD OI WWTfD N NOTwDON. I/ NOT RETURNED WITHIN THIRTY DRYS FROM DATE, WS RESERVE THE RIGHT TO CHARGE FOR THE CREATIVE TIM/ INVOIVTD IN /ri DrvSIOI TQII CpMACI DAVE MAR iAL aNONE 30 3-388 -9358 oRAwN BY'JLM SALESMAN Steve Alisop SIGN #8 WHITE REFLECTIVE VINYL 058610 COPY ALUMINUM CABINET PAINTED TO MATCH PMS 200 SEMI -GLOSS ALUMINUM REC TUBE POLE PAINTED TO MATCH PMS 200 W/ FINE STIPPLE FINISH FACE B DETAIL FACE A DETAIL SIGN # • WHITE REFLECTIVE VINYL 058610 COPY FACE B DETAIL FACE A DETAIL SIGN #4 & #6 ALUMINUM CABINET PAINTED TO MATCH PMS 200 SEMI -GLOSS ALUMINUM REC TUBE POLE PAINTEDTO MATCH PMS 200 W/ FINE STIPPLE FINISH WHITE REFLECTIVE VINYL 058610 COPY ALUMINUM CABINET PAINTED TO MATCH PMS 200 SEMI -GLOSS 1'•57/8' --� T'-0 3/4° TOMEw Sign #4,6,7,8,9 ALUMINUM REC TUBE POLE Q, clj 610 JOB DESCRIPTION PAINTED TO MATCH NON ILLUM EXTERIOR DIRECTIONAL SIGN PMS 200 W/ FINE STIPPLE FINISH REF CAD DRAWINGS AMBD3Z1 & Z2 FOR DIMENSIONS AND CONSTRUCTION DETAILS FACE B DETAIL FACE A DETAIL SIGN TYPE CUSTOM D3 REVSR01 /27/06 D�°IA APPROVED BY: AUTHORIZED SIGNATURE FILENAME 1776-0 }i OATE11/14/OS SAE 11R' =1 ��®DeCT I ®N s�p� iN T DATE JOB NAME AMCOREBANK LOCATION DEERFIELD,IL T0m5AM TO IT90" TQm w�a rWDU DOiOAArmA�rroKAaAr0O�TDU¢no w,� WUMNW FASASPOON. If NOTRrrvU° rwFiTHI. THINrtff DA 71 FROM D DA TN. E 81$,rin�iWC °O�,croeo i0FeaiCeunmVFTIME INVOOIiVNiD INIT o�ELOP NT. CW=DAVEMARSH4 PHONE 303 - 3889358 �(� . • nu r • ° �- a . �4 .mow -'a . ° _ OBAWN BY DJS UUSMAN Steve Al oop r -s 11/1' � 1'•31!1' {– —1 31/4' TOPVIEW . x3ov -Ivwrr .200 SEMI -GLOSS OLE PAINTED TO E STIPPLE FINISH DEMON 11P777 8Y1 AIIT110RM SIONATIM PRODUCTI ®N PRINT DATE DU O Ax akiTlu mAIr1lD 6DEt /iFD COlat IIM. QL1iFD lOt f00 RtSONN OY NlTi8QC110N Miftl I /IOECf IENO MN&D f01 NO n AW/IIOpOCD,]Ml NC tO{Off ROR�fD DI Om HD17 url0r ui01 DO ru ®. Mrl m r.1�7 a401f Q/mr. DO 70 N MVED u A =0119MINT.iDN Mlr. RU 1®R D= W U WM D ANf01OOO=OT IOOOIOANIIADDK Nm D O D U IIr10DWN. CONED W EDOOfn N Allr FA9WN. IF NOT ■BURNED WITHIN THIRTr DArS ROM Dl rE. WE RUIRVf Tiff RIGHT r0 CNAROf FOR rM CSIATlV1 TIAIE INVOLVED IN ITS OWILOrRIfNT. 0I-A- 0— oc, —aIl SIGN #10 & #11 JOB DESCRIPTION (1) S/F NON ILLUM EXTERIOR DIRECTIONAL SIGN REF CAD DRAWINGS AMBEIZ FOR DIMENSIONS AND CONSTRUCTION DETAILS SIGN TYPE CUSTOM El -C FILE NAME 1278007-0 DATE 11/14/05 SCALE 1' =1' JOS NAhff pNCOAEBANK LOCATION DEERFIEW, IL COWACI UAVEVXNiAl pH0T0:303-388.9358 DAAWN eT DJS uLmm Steve Allsop i METRO TRANSPORTATION GROUP, INC. Your Transportation Resource 212 W. KINZIE ST., 3rd FI. CHICAGO. IL 60610 -4695 TELEPHONE: 31 2.853.0820 FACSIMILE: 312.245.9612 www.metrotransportation.com TRAFFIC ENGINEERING TRANSPORTATION PLANNING SIGNAL SYSTEMS /DESIGN FROM: Robert N. DuBoe, AICP Vice President Peter C. Lemmon, P.E. Senior Transportation Consultant DATE: September 29; 2004 Revised February 9, 2005 SUBJECT: Lake Cook Road /Deerlake Road Intersection Review Deerfield, Illinois Metro Transportation Group, Inc. (Metro) was retained by McDonough Associates, Inc. and the Cook County Highway Department to review traffic operations at the Lake Cook Road /Deerlake Road intersection and the Deerlake Road /Home Depot Access intersection to the immediate south. The study intersection and surrounding area is presented in Figure 1. This memorandum summarizes Metro's methodology, data collection, and review. Recommendations to improve traffic operations within the study area are identified. Existing Conditions Metro conducted a field reconnaissance to observe peak period traffic operations and collect data regarding study area roadway characteristics, traffic control, and traffic volumes. Area Land Uses The area near the Lake Cook Road /Deerlake Road intersection generally consist of office, restaurant, and retail uses in addition to a Metra commuter rail station. The south leg of the Lake Cook Road /Deerlake Road intersection serves the Home Depot, the Metra commuter rail station, office space, and a few restaurants. The north leg of the intersection serves office and restaurant uses. Office, restaurant, and retail uses are located to the east and west of the intersection along Lake Cook Road. p- Olv-�q fig /O.l -"6/0 d OZ ' f � lu-4130, STUDY INTERSECTION LOCATION FIGURE 1 lid, e , Area Roadway Characteristics The study intersection consists of Lake Cook Road and Deerlake Road. An access serving the Home Depot also creates an intersection with Deerlake Road just south of Lake Cook Road. A description of these roadways is presented below. The existing lane configuration and traffic control is illustrated in Figure 2. Lake Cook Road is a major east/west arterial roadway at the study intersection. At its signalized intersection with Deerlake Road, the eastbound and westbound approaches of Lake Cook Road each provide a separate left -turn lane, two thru lanes, and a separate right -turn lane. Lake Cook Road is under the jurisdiction of the Cook County Department of Highways. - Deerlake Road is a local collector roadway with driveways serving adjacent developments and the Metra commuter rail station. South of Lake Cook Road, Deerlake Road curves to the east and is parallel to Lake Cook Road. At its signalized intersection with lake Cook Road, the northbound approach of Deerlake Road provides a separate left -turn lane, one thru lane, and a separate channelized right -turn lane. The southbound approach provides two thru lanes with shared left -turn and right -turn movements. At it unsignalized "T" intersection with the Home Depot Access, the eastbound approach of Deerlake Road contains one thru lane and a separate right -turn lane. The westbound approach contains two thru lanes with a shared left -turn movement. The eastbound approach is free -flow and the westbound approach is under stop sign control. Deerlake Road is under the jurisdiction of the Village of Deerfield. Home Depot Access is a north /south internal access road through the parking lot serving the Home Depot and surrounding parking lot. The northbound approach of the Home Depot Access at Deerlake Road provides a shared left- turn /right -turn lane under stop control. Existing Traffic Metro conducted peak hour traffic counts at the following intersections: ■ Lake Cook Road / Deerlake Road ■ Deerlake Road / Home Depot Access The counts were conducted during a weekday morning (6:00 AM to 8:30 AM), weekday evening (4:00 PM to 6:30 PM), and a Saturday (11:00 AM to 1:00 PM) on two separate days in June and July 2004. These time periods were chosen since they coincide with the expected peak hours of the adjacent roadways, the Metra commuter rail station, and the Home Depot. In addition, outbound vehicles from the Home Depot Access and the Deerlake Road frontage incorporated each vehicle's path through the Lake Cook Road /Deerlake Road intersection. For example, the northbound left -turns from the Home Depot Access can be separated by destination, i.e. eastbound Lake Cook Road, westbound Lake Cook Road, or northbound Deerlake Road. The vehicle tracking counts indicate that vehicle destination from the Deerlake Road frontage and the Home Depot Access generally split 50/50 between eastbound and westbound Lake Cook Road. Existing traffic volumes are presented in Figure 3 and Figure 4. a-6 10, 3 ?6 1 U MA d r O SNOW Im mo U) m LEGEND Cn O -- - Travel Lane Existing Traffic Signal ® Existing Stop Sign M I EXISTING LANE CONFIGURATION FIGURE: 2 Iwo m m _ D m X O D COOK ROAD LEGEND N NOT TO SCALE XX Weekday A.M. Peak Hour g (7:30 -8:30 AM) (XX) Weekday P.M. Peak Hour (5:00 -6:00 PM) 55 (30) [35] Saturday Midday Peak Hour (11:45 AM -12:45 PM) - Less Than 5 Vehicles i - -1195 (1655) [1070] Traffic Signal Existing Stop Sign 125 (115) [185] LAK [25] (35) 45 1 [1325] (1230) 1400 —► (190] (140) 220 CO °o Via � O d � O [80] (80) 250 —� • [2701(l 15) 130 v 0 0 > cn m N nm O Cl) m m C/) 0 O CA ro' U LEW- EXISTING TRAFFIC COOK ROAD LEGEND N NOT TO SCALE XX Weekday A.M. Peak Hour (7:30 -8:30 AM) (XX) Weekday P.M. Peak Hour (5:00 -6:00 PM) (XX] - Saturday Midday Peak Hour (11:45 AM -12:45 PM) - Less Than 5 Vehicles eExisting Traffic Signal Existing Stop Sign FIGURE: 3 10 0 m I im m X r D m X O D 0 0 � d 4 � � 6 LAKE COOK ROAD � . Existing Stop Sign FROM HOME DEPOT ACCESS EXISTING TRAFFIC {8L7��11 (OUTBOUND VEHICLE TRACKING) MAN cn m Cn -v O i FROM METRA/FRONTAGE FIGURE: 4 _E LEGEND tv - a C ` `n CA XX Weekday A.M. Peak Hour 2 o (7:30 -8:30 AM) O o (XX) Weekday P.M. Peak Hour D n m (5:00 -6:00 PM) C7 (XX] Saturday Midday Peak Hour m C/) m (11:45 AM -12:45 PM) Less Than 5 Vehicles O e- Existing Traffic Signal � . Existing Stop Sign FROM HOME DEPOT ACCESS EXISTING TRAFFIC {8L7��11 (OUTBOUND VEHICLE TRACKING) MAN cn m Cn -v O i FROM METRA/FRONTAGE FIGURE: 4 _E i Field Review Traffic Observations As previously mentioned, Metro conducted peak period visits to the study area to observe existing traffic conditions and identify current operational issues. The following summarizes observations at the Lake Cook Road /Deerlake Road intersection and along Deerlake Road south of the intersection. AM Peak Period ■ The Lake Cook Road /Deerlake Road intersection generally works well. However, westbound thru traffic along Lake Cook Road experiences some delay early during its signal phase due to vehicle queues extending east from the Lake Cook Road /Pfingsten Road intersection through Deerlake Road. ■ Traffic along Deerlake Road south of Lake Cook Road flows well and a majority of the traffic is inbound and generated by the Metra commuter rail.. station.. Any vehicle queues extending from Lake Cook Road to the Home Depot Access seem to be a result of the signal timing priority given to Lake Cook Road rather than the traffic volume on Deerlake Road. ■ No operational issues were observed at the Deerlake Road /Home Depot Access intersection due to the low volume of outbound traffic. PM Peak Period ■ Lake Cook Road is very busy in both directions. Traffic flow along Lake Cook Road through the Deerlake Road intersection seems to be impacted by extended vehicle queues from adjacent intersections (Pfingsten Road to the west and Waukegan Road to the east). ■ Deerlake Road experiences considerable queuing through the Deerlake Road /Home Depot Access intersection at times. The peak vehicle queue occurrences generally coincide with the arrival of Metra commuter trains and commuters heading home. Each signal cycle at the Lake Cook Road /Deerlake Road intersection served the vehicle queue on Deerlake Road to just past the Deerlake Road /Home Depot Access intersection. • Maximum observed vehicle queues along Deerlake Road reached approximately 550 feet east of the Home Depot Access. • Maximum observed vehicle queues along the Home Depot Access reached approximately 250 feet south of Deerlake Road. ■ At times, inbound (from Lake Cook Road) traffic along Deerlake Road was obstructed at the Deerlake Road /Home Depot Access intersection due to turning vehicles blocking the intersection. ■ Criss -cross and weaving conflicts were observed at the Deerlake Road /Home Depot Access. Vehicles exiting the Home Depot Access had difficulty getting into the northbound right -turn lane at lake Cook Road. Outbound vehicles along Deerlake Road had difficulty weaving into the proper lane to make their desired movement at Lake Cook Road. These vehicle movements require driver courtesy and can impact the efficiency of the Lake Cook Road /Deerlake Road intersection. Da 0 -o(o-g y &. 6 /a. -r( /o f Saturday Midday Peak Period ■ The Lake Cook Road /Deerlake Road intersection generally works well. • The Deerlake Road /Home Depot Access intersection also flows well and has few issues. Due to most of the traffic along Deerlake Road being generated by Home Depot, the northbound traffic exiting the Home Depot Access experiences a low amount of conflicting traffic. • At times, northbound traffic on Deerlake Road at Lake Cook Road queues just beyond the Deerlake Road /Home Depot Access intersection. This vehicle queue is likely a function of the signal timing priority given to Lake Cook Road. 8 /o, $ r6 10 ,I t Analysis of Traffic Operations Based on the existing traffic volumes and field observations, Metro conducted capacity analyses for each peak period. Capacity Analysis Capacity analyses were conducted using Highway Capacity Software (HCS) to evaluate the overall operations of the Lake Cook Road /Deerlake Road intersection for each of the existing peak hours. Due to the awkward traffic control configuration at the Deerlake Road /Home Depot Access intersection (eastbound does not stop while northbound and westbound stop), intersection capacity could not be determined. The effectiveness of how well an intersection operates is measured in terms of Levels of Service (LOS). Levels of Service range from LOS "A (best) to LOS "F" (worst). The minimum intersection LOS that is generally accepted by Cook County Highway Department standards is LOS "D ". Table 1 summarizes the existing condition capacity analysis. Table 1 Existing Intersection Level of Service (LOS) As shown in Table 1, capacity analysis indicates that the Lake Cook Road /Deerlake Road intersection currently operates at LOS B or better during the analysis peak hours. However, field observations of traffic during indicate that traffic operations at the Lake Cook Road /Deerlake Road intersection is negatively impacted by vehicle queues extending from adjacent intersections along Lake Cook Road. Although capacity analysis is not available for the Deerlake Road /Home Depot Access intersection, the close proximity of the intersection to the Lake Cook Road /Deerlake Road intersection and of surges of traffic that coincide with the Metra commuter rail schedule suggest that this intersection is at or near capacity during the evening peak hour. 0 o- o &- a q . a �. 9 �6 �a AM PM Saturday Intersection Peak Hour . Peak Hour Peak. Hour Lake Cook Road / Deerlake Road A B B As shown in Table 1, capacity analysis indicates that the Lake Cook Road /Deerlake Road intersection currently operates at LOS B or better during the analysis peak hours. However, field observations of traffic during indicate that traffic operations at the Lake Cook Road /Deerlake Road intersection is negatively impacted by vehicle queues extending from adjacent intersections along Lake Cook Road. Although capacity analysis is not available for the Deerlake Road /Home Depot Access intersection, the close proximity of the intersection to the Lake Cook Road /Deerlake Road intersection and of surges of traffic that coincide with the Metra commuter rail schedule suggest that this intersection is at or near capacity during the evening peak hour. 0 o- o &- a q . a �. 9 �6 �a t / t Potential Improvement Options The Deerlake Road /Home Depot Access intersection is approximately 200 feet southeast of the Lake Cook Road /Deerlake Road intersection. The close proximity of the intersections creates queuing and operational issues along Deerlake Road and the Home Depot Access. The close proximity of the intersections, the short distance between Lake Cook Road and the Deerlake Road frontage, and the need to provide access to multiple users also limits the types of physical- improvements that can be reasonably implemented. Prior to implementation of any improvements to circulation, lane configurations, signage, and traffic control, coordination and agreement between the Village of Deerfield, Tenants, and Property Management will be necessary. The following summarizes two potential improvement concepts to improve traffic operations along Deerlake Road. Advance Signage for.Westbound Deerlake Road ■ Providing advance lane information to westbound drivers along the Deerlake Road frontage will help reduce weaving movements as they approach the Lake Cook Road /Deerlake Road intersection. Directional signage should be constructed along Deerlake Road. Signage reading "To Eastbound Lake Cook Road" would direct vehicles to the right lane along Deerlake Road., and the right -turn lane at Lake Cook Road. Signage reading "To Westbound Lake Cook Road" would direct vehicles to the left lane along Deerlake Road and the left -turn lane at Lake Cook Road. Pavement markings alone will not adequate notify drivers due to limited visibility created by the vehicle queues, particularly during the evening peak period. Eliminate the stop sign for the westbound approach of Deerlake .Road at the Home Depot Access. Restrict Movements at Deerlake Road /Home Depot Access Intersection . • Restricting the Deerlake Road /Home Depot Access intersection to right -in /right- out movements for the Home Depot Access reduces the vehicle conflict at the intersection. Westbound Deerlake Road would no longer be _under stop control at the current Home Depot Access. An alternate access allowing vehicles from the Home Depot to access westbound Deerlake Road and.,Lake Cook Road should be developed further east of -.the current access. The increased distance between Lake Cook F20'6fd and a full. access serving` Home Depot, reduces the Criss -cross and weaving conflicts, r`broveg the efficiency of the northbound Deerlake Road approach at Lake Cook Road, and, reduces the impacts of the Lake Cook Road /Deerlake Road and Deerlake Road /Home Depot Access intersections upon each other. • Although the &elocated intersection.,of,Deerlake.. Road -and a full access for Home Depot may continue to experience delay during peak surges in traffic coinciding with Metra commuter rail service, the frequency and magnitude of impact should be reduced compared to the existing conditions. / • A potential shifted access concept is illustrated in Figure 5. �Co tQ Ob r �� POTENTIAL INTERSECTION RELOCATION FIGURE 5 ,cs G 1 Summary Due to the close proximity of the Lake Cook Road /Deerlake Road and Deerlake Road /Home Depot Access intersections and the intersection configurations, considerable vehicle conflict and delay is experienced during peak traffic conditions. Based on field observations and traffic count data, the weekday evening peak hour experiences the worst conditions of the three analyzed periods. The destination of traffic leaving the Deerlake Road frontage and the Home Depot Access is generally split 50/50 between eastbound and westbound Lake Cook Road. With the need to serve traffic from the Deerlake Road frontage and the Home Depot Access, criss -cross and weaving movements exist along Deerlake Road between Lake Cook Road and the Home Depot Access. Two potential improvement concepts are suggested to improve traffic operations. The first potential improvement includes providing signage directing drivers along Deerlake Road frontage to the desired lanes in advance of the Home Depot Access. The second concept to consider includes restricting the current Horne Depot Access to right -in /right -out movements and developing a new full access on Deerlake Road to the east. Any improvement to the circulation, lane configurations, signage, and traffic control will require coordination between the Village of Deerfield, tenants, and Property Management to develop a mutually agreeable solution. Ochicago \03 \06 \01\ memo.doc Q'd. O -o%' ;Ii L - % �L . : IIIIIIIIIIIIIIIIIII I I I I I i I I II iiilllliilillilli Doc #: 0626417064 Fee: $100.50 STATE OF ILLINOIS Eugene "Gene" Moore Cook County Recorder of Deeds COUNTIES OF LAKE AND COOK Date: 09/21/2006 10:19 AM Pg: 1 of 39 ) SS VILLAGE OF DEERFIELD ) The undersigned hereby certifies that she is the duly appointed Dep and Cook Counties, Illino uty Village Clerk of the Village of Deerfield; Lake is, and that the attached is a true and accurate copy of Ordinance 0 -06 -24 Approving a Special Use and an Amendment to the Home Depot Commercial Planned Unit Development for Amcore Bank at 677 Lake Cook Road. Dated this June 12 2006 SEAL AER . DAVIS vuty village Clerk Submitted, by: Village of Deerfield 850 Waukegan Road Deerfield, EL 60015 VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLI OIS ORDINANCE NO.. .0 -06 -24 AN ORDINTANCE APPROVING A SPECIAL USE AND AN AMXN-DMENT TO THE HOW DEPOT COMINIERCLAL PLANK D UNIT DEVELOPMENT FOR AMCORE BANK AT 6 77 LAKE COQK ROAD PASSED AND APPRON7ED BY THE PRESIDENT AND BOARD OF- TRUSTEES OF THE VILLAGE OF DEERFIELD, LAICEE Al\\D COOK COUNTIES, ILLINOIS, this 15th day of May , 2006. Pubiished.in pamphlet forffi by authority of the President and Board of Trastees.of the Village of Deerfield, L}ke and Cook Counties, Illinois, .this 15th day. of May 2006.. I t VILLAGE OF DEERFIELD LAKE AND COOK.COUNT- IES, ILLINOIS ORDINANCE NO. 0 -06 -24 AN ORDINANCE APPROVING A SPECIAL USE AND AN AMENDMENT, TO THE HOME DEPOT COMMERCIAL PLANNE' D. UNIT DEVELOPMENT ,FOR AMCORE SANK AT 677 LAIC COOKROAD 'REAS, :AMCORE Bank and V =Land Sputa Elgin/Gyorr, LLC, being the owner. of certain property commonly known as. the Home Depot Commercial Planned Unit Development (collectively, the "Applicants "), legally described. on Exhibit A attached hereto (the "Subject . Property") have petitioned the-Plan Commission of the Village of Deerfield to approve a Special Use for a bank :gith drive - through facilities at 677 Lake Cook P`oad including: (i} a variation to Teduce the number of required stacking spaces for a d_ive- through facility from six (6) required spaces to five (5) required spaces and (ii) a sign modification to allow the east and west wall signs for AMCORE Bank to exceed the maximum size allowed, an a sign modification to :allow the west wall sign- for AMCORE Bank to be located above the roof deck, all as an amendment to the Commercial Planned Unit Development heretofore approved for the Subject Property in the C -2 Outlying Commercial District; and VkMRE AS, the Plan Commission of the Village of Deerfield held a public hearing on.. March 23, 2006 to consider Applicants' request, said liearinb .being held pursuant to public notice duly given and published as required by statute and conforming in all respects, in both manner and form, with the requirements .of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and, AREAS; the Plan Commission of the Village of Deerfield, after :considering the evidence, testimony 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 Special _Use be authorized pursuant .to Section 13.11 and Section, 5.02 -C, Paragraph 2, Subparagraph c of the Zoning Ordinance of the Village of Deerfield to allow the establishment and operation of 4,1 00.*square foot bank- with four (4) drive -up lanes at 677 Lake cook Road inthe Home Depot Commercial Planned.Unit Development in the C -2 Outlying Commercial District; including: (i) approval of a variation in.the requirement for six. (6 stacking spaces for each drive- through lane to allow five (5) stacking spaces for each drive- through lane of the bank facility and (ii) approval of sign modifications to allow the east and west wall signs ofthe facility to be 57 square feet in size, an increase of fourteen (14) square feet over the max#1 m size allowed under the Zoning Ordinance and a sign modification to ad1ow the west wall sign to be. located above'the roof deck of the bank building, as an amendment to the Special Use: Planned Unit Development of the Subject Property in the C -2 Outlying Commercial District; an WEEREAS, the President and Board o-f Trustees of the Village of Deerfield -leave determined.that substantial evidence supporting the Plan Cornmission recommendation was adduced at said public hearing, that the proposed Special Use for the Subj ect Property fully complies with the requirements and standards set forth in Section 1111 and Section-5.02-C, Paragraph 2; Subparagraph c, of the Zoning Ordinance of the Village of Deerfield,- and that the best interests of the Village will be served by the authorization and ? anting of said Special Use as an amendment to the Special Use. Planned Unit Development of.the Subject Property in the C -2 Outl }Ting Commercial District, including a variation to reduce the number of stacking spaces required for the drive- through faclity -2- from six (6) spaces to five. (5) spaces, a sign modification to allow the:east and west wall signs for the bank facility to be a maximum of 57 square feet in area, .and a sign modification allowing the west -wall sign for the bank facility to be located above the roof-deck of the bank building, all subject to and in accordance with the plans and supporting materials submitted by the"Applicants which are incorporated herein and made a part hereof by .this: NOW, THEREFORE, BE IT ORDAIIv-ED 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 ofthe Village of Deerfield do hereby affirmatively find that the Special Use as hereby authorized Dilly complies with the requirements and . standards set forth in Section 5.02 -C, Paragraph 2, Subparagraph c and Section 15.11 of the Zoning Ordnance of the Village of Deeifield. SECTION ? : That the President and Board of Trustees do hereby approve and xithorize the construction, establishment, operation and -use of a 4,100 square foot bank with four (4) drive -up lanes with a total of 3 9 parking spaces to be provided on site as* a Special Use of the Subject Property in the Home Depot Cornuiercial Planned Unit Development in the C -2 Outlying Commercial District, .subject to the conditions, regulations aild restrictions set forth in Section 6 of this Ordinance. SECTION That the President and Board of Trustees do hereby further authorize and approve. a variation in the requirement for six (6) stacking spaces for each drive - through lane to allow five.(5) stacking spaces for each drive- through lane of the Special Use bank facility, subject to the conditions, regulations and restrictions set forth in Section 6 of this Ordinance. SECTION 4: That the President and Board of Trustees do hereby fi2rrher authorize and approve- sign modifications for the Special Use bank facility to allow the east and west wall signs of the bank to.be 5)7 square feet in size, an increase of fourteen (14) square feet over the maximum size allowed under the Zoning Ordinance, and to allow the west wall sign to be located above the roof deck of the bank - building, subject to the conditions, regulations and restrictions set forth in Section 6 of this Ordinance. SECTION 5: That the Special Use, and sign modifications are hereby approved and autliorized as an amendment to the Special Use Planned Unit Development of the Subject Property in the . C -2 Outl37ing Commercial District, subject to the conditions, regulations and restrictions set forth in Section 6 of this Ordinance. SECTION 6: That the approval and autho_-zation of said Special Use, variation and sign modifications is granted subject to the fol'towin.g conditions; regullationG and rest~~:ctions: (i) the establislunerit, development; ma;ntenance and use of the Subject Property for said Special Use shah be in accordance with the plans and supporting materials attached hereto and made a part of this Ordinance as Exhibit B hereof, and with all representations made and submitted by the Applicants to the Plan Comm scion and to the President and Board of Trustees of the ViliaQe of Deerfield; (ii) that the-construction,. maintenance and use of the east and west wall signs on the Subject Property shall be in accordance with the plans and supporting materials attached hereto and made a part hereof as Ealnibit B and the approval of the Appearance Review Conunission; (iii) continued cornpliance with the .requirements of the Final Development Plan and ordinances for-the Home Depot Co=, ' ercial Planned Unit Development, as amended, and with all applicable provisions of the Zoning Ordinance of the Village of Deerfield. -4- . SECTION 7: That the Special Use and amendment to the Commercial Planned Unit Development as hereby authorized shall be binding upon and inure to the benefits of the Applicants and Applicant s'. successors, grantees, transferees. and assigns, and any violation of this Ordinance or the conditions, regulations and restrictions set -forth herein by Applicants or their- successors. L-L ant ees. transferees or assigas shall authorize . the revocation of the Special Use as..hereby authotized. - SECTION 8: 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 heeds of Cook County, Illinois at Applica -rats' expense. SECTION 9: That this Ordinance, and each of its terns, shall be he effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terns corntrar'y to the provisions of current or subsequent ran- preem�t�ve state law; or, (b) legislate 1L a manner or regarding a matter not delegated to murd ipaLties by state law. ,It is the intent of the corp orate authorities of the Village of Deerfield that to he 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 10: That this Ordinance shall be.in full force and.effect from and after its passage, approval slid publication in pamphlet form as provided by law. [This Space Left Blank Intentionally]. . 1 PASSED this 15th ; day of kav 2006. AYES: Benton, Feldman, .Wylie, Harris (4) NAYS: Rosenthal, Struthers (2) ABSENT: None (0) ABSTA..IN:- Seiden (1) . APPROVED this 15 th day. ATTEST: '` V illaQe Clerk EXHIBIT A LOT 1 IN THE DEERFIELD DEPOT SUBDIVISION, BEING A SUBDIVISION OF PART OF THE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MARCH 9, 1998 AS DOCUMENT NUMBER 98183480 IN COOK COUNTY,-ILLINOIS, Exhibit B Exhibits to an Ordinance Approving a Special Use and an Amenament to the Home Depot Commercial Planned Unit Development for AMCORE Bank at 677 Lake Cook Broad 1. Planning submittal for AMCORE Bank by Marchris Engineering, Ltd., consisting of the following: a) Title Sheet CE -1, lastrevised 3 -i3 -06 b) Demolition Plan Sheet CE-2, last revised 3 -5 -06 c) Geometric Plan Sheet CE -3, last revised 3 -13 -06 A) Preliminary Grading and Utility Plan Sheet CE -4, last revised 3 713 -06 e) Details and Specifications Sheet CE -5. ? . Landscape Plan Sheet LS 1.1 by.Larson & Darby Group, dated 02 -03 -2006. 3 . Roof Plan and Floor Plan Sheet A -1 by Larson & Darby Group, dated 02 -02 -2006. 4. Proposed Elevations Sheet A -2 by Larson & Darby Group, dated 02 -03 -2006. 5. Site Details Sheet A -3 by Larson.&. Darby Group, dated 02 -02 -2006. 6.- 'Site Photometric Plan Sheet E S.1 by"Larson & Darby Group, dated .02 -02 -2006. 7. Land Title Sur,7ey of Subject Property by Webster, McGrath & Ahlberg, Ltd., Sheet S -1. S. Overall Site Plan Sheet OS -1 by Marchris Engineering, Ltd., dated --Nov. 2, 2005. 9. Proposed. Elevations for AMCOP..E building and signage including: a) . . Production Print by Sign Productions, Inc., dated 9/25/03 and.revised 10/9/03. b) . Interior illuminated wall- mounted AMCORE Bad. sign with exterior diniensions of 4 %0 ". by 14'- 2.25." aaid.11.125" in depth.. c) Production Print by Sign Productions, Inc., dated 916103 and revised 04/30/03 for AMCORE Bank interior illjzin_ inated exterior ATM surround with AMCORE identification signaae. d) Production. Print by Sign Productions, Inc., dated 11/14/05 and revised-01/27/06 for typical non -illuminated- exterior directional sips. e) Production Print by-Siga.Productiom, Inc., dated 11114105 and revised 03/06/06 for AMCORE Bank reserved parking/handicap sign. 10. Memorandum from Robert N. DuBoe, Vice: President, and Peter C. Lemmod, Senior: Transportation Consultant of Metro Transportation Croup, Inc., dated September 29, 2004 and revised February 9, 2005, to Ted Georgas of Cook County Highway Department regarding subject Lake Cook Road/Deerlake. Road Intersection Review with Figures 1 : through 5. : :n :V 0 0 to Q. a 3 a NOTE ALL WORK UNDER THIS PROJECT MUST BE CONSTRUCTED IN COMPLIANCE WITH ALL FEDERAL. STATE AND OSHA REQUIREMENTS TO INSURE SAFETY AT ALL TIMES ON THIS DEVELOPMENT, INCLUDING IF NECESSARY THE FENONG IN OF THE DEVELOPMENT PARCEL OR WORK AREA. PLANNING SUBMITTAL FOR INDEX CE -1. TITLE SHEET CE -2. DEMOLITION PLAN CE -3. GEOMETRIC PLAN . CE -4. PRELIMINARY GRADING and UTILITY PLAN CE -5. DETAILS & PROJECT SPECIFICATIONS LS -1. LANDSCAPE PLAN* A -1. ARCHITECTURAL FLOOR AND ROOF PLAN' A -2. ARCHITECTURAL ELEVATIONS' A -3. ARCHITECTURAL SITE DETAILS' ES -1. SITE PHOTOMETRIC PLAN* S -1. SURVEY OS -1. OVERALL SITE PLAN 'PREPARED BY LARSON AND DARBY GROUP BENCHMARKS STE BENCHMARK. TAG BUT ON FIRE HYDRANT LOCATED WEST OF EXISTING BLgLDiNG AT LOT LINE ELEV. 680.01 LAKE COOK ROAD DEERFIELD, ILLINOIS LOCATION MAP Linuen Ave Ci m . . P.rk m VAdW P.rk 0 w c ' p rout ;C •',Warwick pd. �Oqe. = rar rka _ _dllT! Oflii PfG9ClVG O MANHOLE • - W W A. YlestOata Rd' d mt telAve s. 3 Dee�cid�. 6 VALVE VAULT G ' F J 3 Z Z I''! _ ___ ___ _______ P PAVEMENT CURB & GUTTER L �. 9cbo f. W m 0z< 0 �•' o L4J N 4 FIRE HYDRANT , A G011 z r U `" 43 A TC300.E0 TCP OF CURB ELEV. TC800.50 o v FLARED END SECTION v U x W ❑ CURB INLET ■ _ a Central Ave. ------ eca - ---- CONTOURS �$0p� ...._ :r £ '\ ms s' m.. a $ E LOCATiO m . -Rd .. J ul Q ~ ~ 0 a:3 _ E1man Ci m . . P.rk m VAdW P.rk 0 w c p rout ;C • WATER MAIN w _ .' Van•Y� 1�_0 _ _dllT! Oflii PfG9ClVG a l�G _ a SECTION 4, TOWNSHIP 42 N, RANGE 12 E LACE COUNTY, ILLINOIS LEGEND J c C m A g W5 z�z DESCRIPTION EXISTING ;PROPOSED —<— SANITARY SEWER >-- —t STORM SEWER In . m m av z o o 0 w c • WATER MAIN w rn m w O MANHOLE • - W W O CATCH BASIN 0 z 6 VALVE VAULT G ' w v¢ Z Z '" Z Z I''! _ ___ ___ _______ P PAVEMENT CURB & GUTTER L W m 0z< 0 �•' o L4J N 4 FIRE HYDRANT , A z r U `" FLe00.co GUTTER FLOWUNE ELEV. FLB00.00 W j TC300.E0 TCP OF CURB ELEV. TC800.50 o v FLARED END SECTION v U x W ❑ CURB INLET ■ CC a W ------ eca - ---- CONTOURS �$0p� = :r STORM CULVERT W U W /HEADWALL m J ul Q ~ ~ P 0 PRK:R TO CONSTRUCTION OF Ml7 IMPROVE1F4TS. THE CONTRACTOR MUST CAL- J.LLLLE. FOR THE LOCATION AND STAKaNG OF EMTING UNOERGt0UN0 PRIVATE UTAITIES (GAS, VEC-,K TELEPHONE) AT 1-!W-692-0173 4.9 HOURS PRIOR TO OWMG. I O._ J0 NO. 05 -117 ,,g Ia ,, 6 /Cj CE -1 LEGEND F., ` EXIST. BLDG TO BE RAZED EXIST. 61TUMINOUS PAVEMENT TO BE REMOVED ® EXIST. CONCRETE PAVEMENT TO BE REMOVED EXIST. CONCRETE SIDEWALK TO BE REMOVED J- �!pa!k EXIST. CURB TO BE REMOVED 7 -r LAKE COOK ROAD (R.O.W. VARIES) C_— .. G !y s'_- _ :'_.:_ RIM 659.42 LOT / I \� 9. h Vb��c� I i r.. _.. _.._..— —'—'— —_ —.._ _ ti� r °-._- __.. -r,L� r.^.0.' _ ��'� .�'°. .'- :=- ---•----�-- .-0� ^_':w:°'y ••`tea- - ---- -- `�— — — — I ^'' y =6 OT 'cAS E$$ AREA ------ — I1. %W:4�+. .. _ .. _ . _ . _ . _ . v��• F ar. _ -3v-D G'a 213 —v —� _. _ �, — .;,i`..• . _ �.a � ��T "� ' _ t�— `''.'at ti0 a I �• \,; /l/ f T { V s a IS 9GN5 TO 3.62 .......... J .y`�' .m 7'... .` .,.i FF- ,� ..0.? '.Jt.Oi. 5 cam'. ry'�.i'i�� ......... 5•' 10 -s• /: fM U WN i r �FV.652:s � y - 5• 'YPICAI i •J ........_. _ Q tea%' 4 by I ^v m i .T -BYOB: ,I a'y''i9 -..: - {ii STUCCO & STONE ! `ff /� - i i' 4r...... 1 ''= •' Lv T' 1' - }ri:,?^C'C.•r'd73. 'i,:.�'v "'" - r/t rr:� ^:-:l: ;i °': - 1:7::7 a' 0G iy�_ ',' r 7755 SQUARE FEET, AS r:� /: Q�b. _.. .. °o b �l �> fi' f s "MEASURED FORM EXTERIOR% ; y�y°• `" PA C� � ' f: - - - \ ., �� : i..'i • ;.GROUND -LEVEL DIMENSIONS/ SONS/ rf frl o x� i : r:.`-:: H:4 653.17 . , f f'i'f.i f f 'f if /n' :4•��.:.�::.;.: :. .'. >. is "/ . J wv � f •. _ ei4�5' Sa 84497 , .. ............................... - a' wv. Er.TOv:i: {r ?::':: :::.:':n. r fT0'9Er•R£1r0VE�7 W`I .' ;. f , , 'r .; crt HAF r % ♦ %f < ` ii:ii i_: •` �' „ ..T , wv.BE )rr::'rrr:':: -i :.': -. :?:;` €+� 5- j /f J :`� 5,\ ....:.... .................4 -t. o.: �.}`!l •. /: :RI4.6S9:BE i l`,i off i r/ / A} 1 P't ff �ri0.a•? - ,M-.:i 6 •!- \ L. �< f f�'• f • r' •CE %87$42 li_.,.. ,e g0'::,- .':'•::::::.�: Iti� 11 4w�e57 8f 0 b •1 J b _ ..: ''f .. _ � T J - - _ L 2 ....... .............. �•� i c \ I' .................... .jam .... '::.�:.: :':::.::.:L , h Rm1 +.656.55 ,�N .C":':C:.'fl:l•!P,..y ✓..:' ':W ...:::'::•:':�'t.:':1':fr.:'.': ri.':::.4 =:: r:a. ._ n'•'.:� -c)?C :. (. °::::::::::.; ....C,: B, � :7 t: � :7- ti� - ENIST.-STRELTUCHT o... .. °..... �: ^'.. ._.� EJt157 .,P1PE5'illi'i:':::'....Urv: E 34�`.`' �...6 ...:' :':1'::.:..'" `i08EREMIVE0 .19�• CC,vCrtF:� r'rrrrr: � . I i . E...... T•rBr:�D •CUMEiv a 0�— .�6'a''a- "�—. ,. .. _ ... �' O•. -. ,:. w�. .. •--- v,_�,...._� =.. ,.Gi ....... t G.y. .. . r .... 3 -��•g� 4— .'NARK ^. _ 4 .\ \ .. A �/. �, =.�W_ __ fit., �,t. ` EliC'RiC ♦N0 1` P 7h. h e •\ �e1.:�'- r_" 9 aC`a•� :el E?' WE 111 ..... . ... _ y _ 4•' N 5'0'OO'00' V 41�e \. : '•�� \' / ~<" \ BT 0CU4EN7 e) ( b 57.40 (7� INV= 65,.$0 SITE BENCHMARK: i •'� I I I I To `D TAG BOLT ON FIRE HYDRANT HOME DEPOT" ti ELEVATION 660.01 LOT 4.: _ � I DEMOLITION PLAN I I - I NOTES: I. THIS PLAN IS BASED ON THE SURVEY PROVIDED BY VIESSTER, MCGRATH 3 AHLBERO. (6-0)668 -7601 2. PRIOR TO CONSTRUCTION. THE FEMA/FIRM DOCUMENTS SHALL BE REVIE1vE0 REGAROING THE POSS;5LE LOCATION AND ELEVATION OF ANY REGULATORY <- 100 YEAR FLOOOPLAIN THAT MAY AFFECT THIS DEVELOPMENT. Q ca W M uj g Y8J z V N Z Z Q � a p U N a- or 9 n c � o� t(1 n N m 1 � a p U N m m m 9 1 n Z y F W a m a 0 0 n Z � N O W J W O Z Wz i d - o: Z Z . W z � m U ZZ J U Wz` a y ( =J U m LL: = o W O r U t � J Q ON w G O W O Q JOB NO. 05 -117 CE -2 h a r r c 0 D O CA s I COOK ROAD________ I(R.O.W. VARIES) NORTH UNE OF THE NORTHEAST QUARTER. SEC'.ICN A -12 -12 I ' I I LAKE COOK ROAD. _(R.O.W. VARIES) .................... ..... � •:'.. == = =� co BUTT JGINT(TYP,) _.._.. ______- ____ -- _ I ! I 'S1'R nn'a i I S �. fit / t 30.27 7 Yl 5'a `J D I I LOT 7 LOT 2 EASEMESEYENT BY DOCUMENT DRIVE -UP WINDOW O �it9 - - LOT 4 J Q e. D ANK 1 0'• m � Q� En W Z J PROPOS AMCORE 57.8' V CL � O 117.0' WJ Z S; n n LOT 7 LOT 2 EASEMESEYENT BY DOCUMENT DRIVE -UP WINDOW O �it9 - - LOT 4 J Q Y C m � Q� En W Z J z z V CL � O r ^ In m L� i m J r a 'R 9 v n Z n p M ce 0 p N c N y a � O WJ Z S; n U U � Z Z W m z U W J 7 p to ZZ= � U Z Q Lrr�� < Q a U UF N � W I rn Q O W W 00 I GEOMETRIC PLAN NOTES 1. THIS ?LAN IS BASED ON THE SURVEY PROIDED BY 1 wEaSTER. ucCRATH 3 AHLBERG, (630)668 -76U 2. PRIOR TO CONSTRUCTION. THE FEMA/FIRM DOCUMENTS SHALL BE REVIEWED JOB NO. 05 -117 REGARDING THE POSSIBLE LOCATION AND ELEVATION OF ANY REGULATORY 700 YEAR FLOCOPLAIN THAT MAY AFFECT THIS DEVELOPMENT. 3. FOR EXACT BUILDING DIMENSIONS. SEE ARCHITECTURAL PLANS. CE -3 . LEGEND TC. ~ PROPOSED TOP OF CURB ELEVATION FL ~ PROPOSED FLOW LINE susmtION G ~ PROPOSED cnouwn ELEVATION ~ ~ pxoposco p^,cucwT cLamnmv R ~ PROPOSED RIM cucv^now n, ~ rem=osco mp or WALK sLEv^now rn* ~ pnnposco mp or RETAINING WALL ELEVATION ---- -- ----' -- -------�-��-�'��-'��-�'��--- ------ - ----- -- ----- ----- - ----'-- ----- uV ~ `��mc �� ''``` / ~ cxsnwccowrm�s '---'---'--�-'--'--''--'---''--'--'--''--�'- - (R.O.vv. VAR/ES) ~�_°nnn~ LINE OF n.c ~rnn.us`pu^n�R. sccncw ^-�-o ~ pxm"osso cow�mns ) / / co � m Q� KQ ~ o | ' In a to In ITADJ. RIM 657.10 T m INV-652.14 SITE BENCHMARK: CENTER OF CtjR9 ISLAND FL 57.. -1491 P657.40 LJ _0 !;; *. a LOT 2 AI u PROP ti c TELEP CM G MT 1.4 V 551.24— DRIVE—UP WINDOW SITE EIENCHM K. ELLEVTAG BOLT ON FIR�'RmYDRANT ;P, n. ATION WATERSETAM IF LESS THAN 6-. IT HAS LOT 4 PRELIMINARY TO BE REMOVO AND REPLACED YATH 6" IMCUIREM84 I& GRADING and UTILITY PLAN �eN NO-S: 1. HIS PLAN IS BASED ON THE SURVEY PROVIDED By Z PRIOR To CONSTRUCTION. THE FEMA/FIRM DOCUMENTS SMALL BE REMEW-0 U .140. 05-117 'HE POSSIBLE LOCATION AND ELEVATION OF ANY REGULATORY 100 YEAR 7L0CCPLAIN THAT MAY AFFECT iHIS OEVELOPMENT. 3. UNLESS 0711ERmSE NOTED THE TOP OF CURB IS 0.50' HIGHER THAN THE CE-4 ADJACENT FLCwuNE (FL) OF THE GUTTER OR PAVEMENT (P) ELEVATIONS SHOWN. A K [r ' COOK R O A D | (R.O.W. VARIES) ^ ' c��_�'��- | [''�------ ------- ---- -- ----' -- -------�-��-�'��-'��-�'��--- ------ - ----- -- ----- ----- - ----'-- ----- / '----- LOT 7 Lo | i co � m Q� KQ ~ o | ' In a to In ITADJ. RIM 657.10 T m INV-652.14 SITE BENCHMARK: CENTER OF CtjR9 ISLAND FL 57.. -1491 P657.40 LJ _0 !;; *. a LOT 2 AI u PROP ti c TELEP CM G MT 1.4 V 551.24— DRIVE—UP WINDOW SITE EIENCHM K. ELLEVTAG BOLT ON FIR�'RmYDRANT ;P, n. ATION WATERSETAM IF LESS THAN 6-. IT HAS LOT 4 PRELIMINARY TO BE REMOVO AND REPLACED YATH 6" IMCUIREM84 I& GRADING and UTILITY PLAN �eN NO-S: 1. HIS PLAN IS BASED ON THE SURVEY PROVIDED By Z PRIOR To CONSTRUCTION. THE FEMA/FIRM DOCUMENTS SMALL BE REMEW-0 U .140. 05-117 'HE POSSIBLE LOCATION AND ELEVATION OF ANY REGULATORY 100 YEAR 7L0CCPLAIN THAT MAY AFFECT iHIS OEVELOPMENT. 3. UNLESS 0711ERmSE NOTED THE TOP OF CURB IS 0.50' HIGHER THAN THE CE-4 ADJACENT FLCwuNE (FL) OF THE GUTTER OR PAVEMENT (P) ELEVATIONS SHOWN. tD a m tD U 1 3 r1Ta I 3/i r To m v.Sy:oDHt7[Ti DA9 Dai r e • • ,r' A n� t EXPANSION - MIL 10-13 ANTS ±, •I PPPPF,oPOIP r. T_ A RI—Y CRUSHED STYE P (SO aAc IRV) .. SIDEWALK DETAIL PROVIDE CONTROL JOINTS 5' O/C PROVIOE EXPANSION ,JOINTS 50' O/C ' v JP{S I - /•XISiPIG AVF . _ T ilk PROP= PARKING, - LOT PAVEMENT TURNED DOWN EDGE SIDEWALK NOTE: PROVIDE':OWROL JOINTS AT 5' O.C. EXPANSION .ANTS AT 25' O.C. IDN STEPS ON CENTS PRECAST -wC7CIE- GR CAST N PLACE .• CA-6 SLDOOC CATCHBASiN 48" OR 60" EXISTAIG GR P11Q+OSED GRADE RETOI O SPE:iiCAT101S Q BANS rat FRAME A UO TPC r a -e.Als CAST IRON STEPS MIL ON CENTERS r.LtEAaJ (M �IAH net -q w !' ,.( CUSS Y CONE MOULDED 7E 80TOM 4WTT PRECAST CCNC PRECAST COIL BOTTOM (ASTM C -413) .' u -f ampPw 48' INLET Run O 3ECFXG7M IG FOR TYPE W FRAME T t La ACC S. r :RTN sttPS n- ANNGS AS ��' ON C[NTEIS (MEpAM REDUMED (S 1581 -H) BOTTOM SEEP MAR) SMALL BE 'A-A ABOVE -EXT PRECAST COVE. (ASIM C -.TB) 2777 BUr,L I'") IGPT GRY ALIT All ®C ( 3• _ .RCN TS GONCRETE MCLO O WVIINT 4' rA-f SEDOMG PPE LAD STRAIGHT FLEXIBLE 'RATCATX NT PPE rkft TOP HALF CUT O MANHOLE SEAL LXNjOMT OUT rLCXMLE VAN= SLEEVE) TYPICAL AS REOLPED MANHOLE. TYPE A (SANITARY SEWER) TRAVERSE OTT "GRANT OR ECU. SET GRACE RING G r ABOVE PROPOSED GRACE. Y -0"mmI -PRO" Ir AUXUART VALVE App VALVE DOi 1'i•ra+. PROMO[ CONCRETE 4.-ASM ELOCR At 9AC1C SEES A SOTTOY USHED SrC E GR FOt SLVPOITAG GRAVEL ARL p1ORMT. (1/E W. IDS A LPL) FiRE HYDRANT i-Mf a f s.mIN AYR IA7v. OUP PlA ®■ I/r FIEHnOp JCHO X DL OYIC'O OAT 9sA4 OR EQUAL FOR TWO (27 LINE f OiMCIp OEM" "C"" (0-4 B -612 CURB and GUTTER L MAN SOIL PITS AT SO ON OLID AND OLAACION .DNTS AT S GR GDTCL ' L apcwm SAL E CLASS Y RIN T SAG LLL t. 1 DE MEAL LODILOTML O{Tm518[ SHALL eC IAi N t5-154 MASEEAL OR EQUAL O Y NATE SDRICES SHALL ME l 1. -1 i/2' CLASS 161TUMINOOS CONC.SURFACE COURSE Z. HYPE 'C COPPEL z -2' CLASS 1 eITVUwauS CONC. BINDER COURSE :. 1 -TO' COW TO rA -6 BASE COURSE ' PAVEMENT DETAIL t' f• CONCRETE SLAB ROIFGRCCD R/Ii8• N. tO/10 R.N.F.(SX BAD IAN) C CDIACER DALLY ®C DO-fl . oPo C.• C CONCRETE CANOPY.PAD F ' F PRCWGSED PAVpONT EXISTING SURFACE t tt f CROSS 5ECSION 12' CBICED COURSE I F n , L EXISTWO BAS COURMYc;. BUTT JOINT A n� t EXPANSION - MIL 10-13 ANTS ±, •I PPPPF,oPOIP r. T_ A RI—Y CRUSHED STYE P (SO aAc IRV) .. SIDEWALK DETAIL PROVIDE CONTROL JOINTS 5' O/C PROVIOE EXPANSION ,JOINTS 50' O/C ' v JP{S I - /•XISiPIG AVF . _ T ilk PROP= PARKING, - LOT PAVEMENT TURNED DOWN EDGE SIDEWALK NOTE: PROVIDE':OWROL JOINTS AT 5' O.C. EXPANSION .ANTS AT 25' O.C. IDN STEPS ON CENTS PRECAST -wC7CIE- GR CAST N PLACE .• CA-6 SLDOOC CATCHBASiN 48" OR 60" EXISTAIG GR P11Q+OSED GRADE RETOI O SPE:iiCAT101S Q BANS rat FRAME A UO TPC r a -e.Als CAST IRON STEPS MIL ON CENTERS r.LtEAaJ (M �IAH net -q w !' ,.( CUSS Y CONE MOULDED 7E 80TOM 4WTT PRECAST CCNC PRECAST COIL BOTTOM (ASTM C -413) .' u -f ampPw 48' INLET Run O 3ECFXG7M IG FOR TYPE W FRAME T t La ACC S. r :RTN sttPS n- ANNGS AS ��' ON C[NTEIS (MEpAM REDUMED (S 1581 -H) BOTTOM SEEP MAR) SMALL BE 'A-A ABOVE -EXT PRECAST COVE. (ASIM C -.TB) 2777 BUr,L I'") IGPT GRY ALIT All ®C ( 3• _ .RCN TS GONCRETE MCLO O WVIINT 4' rA-f SEDOMG PPE LAD STRAIGHT FLEXIBLE 'RATCATX NT PPE rkft TOP HALF CUT O MANHOLE SEAL LXNjOMT OUT rLCXMLE VAN= SLEEVE) TYPICAL AS REOLPED MANHOLE. TYPE A (SANITARY SEWER) TRAVERSE OTT "GRANT OR ECU. SET GRACE RING G r ABOVE PROPOSED GRACE. Y -0"mmI -PRO" Ir AUXUART VALVE App VALVE DOi 1'i•ra+. PROMO[ CONCRETE 4.-ASM ELOCR At 9AC1C SEES A SOTTOY USHED SrC E GR FOt SLVPOITAG GRAVEL ARL p1ORMT. (1/E W. IDS A LPL) FiRE HYDRANT WA ER GRADE COROGRATid 5TO•S SHALL 8C 1101171 COUPLING H-1700 y \ /y \ \/- \ \•�'- 1�{'�//- / / \ /} / \}. NOTE HS CONS. 57CH 407 Rc—L K 10' RA0A5 P4 ®M 3RMQ DOMESTIC WATER SERVICE - MAXIMUM MOM OF rM404 AT TOP OF PPE. ALL CLASSES O TE •13 0777LHAL CI METER PLUS ILO• UNLESS SEEING Is USED. - BA001LL TO BE MADE N AC -=ANCE ON THE SPECTCAOCMS - IF ECCE OF PPE NS WTNM r G UMM PAVEMENT. CLAD. ETC. CRUSHED STONE CA-1t a CA-13 PIACC BOTTOM Pd DON LGRL^iMED STONE. ((G- BE *ORE S c rTo PPE IN DRY DITCH CODNRON MASHED STOW_ GRAD GRAD. HET 010. U CLASS I TYPE 8 (FLEXIBLE PIPE) (RIC(0 PIPE) PiPE BEDDING NOTE_ BEDDING FOR PVC PIPES SHALL BE CUSS I CCNFCRMING TO AST- 02321 MiN. 6. BELOW AND 12• ABOVE PPE L a A. a 7. 1 t6 IT. IL M 14. 11 id 17. IL 19. A 2H. IL 23. 1.. 25. M — 27. ALL 0 HOO, ZIL PFE9 29. VAN 3D ALL V 31. ALL R s'CRA KVE J2 ALL A rMi MANN 3.. A mr.. 31 MAI" 3A. AmAMI 17. D (+ .• � PPQ P� DC POILC 39. R ©Y .0. Au C ANTS .1. AL S AOFM77 ASTU 42 ALL R WIN 41 IE1 TALK OR M A) CA PP e) � m CI WI or y SAND WELL AS 7ATXR AND SETA MAIN CD6DLOT= M 4NI S ". THE �AO��TO ARRNCiAPP AND THE wia7R1xD0i INSPECTION. HE AUTHORITY TO INSPECT. APPROVE. AND REJECT TIE DORIS DETAILED ITT TNS PROJD T* PT THE ENOEER. ARCHITECT AND Drill, TIER AGENTS M M OE CO6TIaKif04. MSTA11AT10N AND TESTING OF ENS 'PORK Df AS CO- ARR MED. R W YNDGTm m UTILITIES PROM TO THE START Or CONSTRUCTOL E TO ACT" ALL OF INS URUTES PEON TO THE NSTALLADOR OF (X711111 FOR VERIF M C ALL QUAN1171CS AS INDICATED ON THE MIITES 0401 ARE ACIGATED ARE TOR SCOMIG PURPOSES OILY SEPARM ARE TO 8E REPORTED TO THE DESIGN ENGI[ER. FOR C MMINNG ALL STE CONDITIONS PRIOR TD COONS CEMENT PARE HIE 911 CONDITIONS AS INDICATED ON THE EIOQRINO FOR PROVIDING THE EIGRRER MIN AS -DULT WOTIONS or ANY CHANCES TO DE ORMI ICS OR ADDITIONAL ITEMS MUST VE INC START OF RO K AND, R Dos AMC ANT ILO WORK 94A1L BE DOE UNTIL K FURMS R10 ALL LAWN, MATERIAL MDR R[RRItm FOIL THE LONSTOOIpN OF IEWT..Q -WARS ARE CORSIOCIRS12 MICOEITAL AM 1'OO[RCRCPD IMPROVEMENTS. 7AMA® DIOO CONSTRUCTION ARE O VE RES000ED SCT DOW FOR ART REASON MTHOUT CONSENT BT INC 3wom Twe CONTRACTOR MUST CALL 1E CCXQ1� UTILITIES ((CAB ELCIEC TELiPMOIC AT IGONL ,=IRE MA1peAL& THE ENTIRE PAROND LOT. ACCESS M SAT1SrACTION d THE DESIGN CHOWDER AMC SOLS M SAAT"r, OVER. HALL OSDMRCL O THE STORM slim ED IN AL UTLIT' TRENCHES INDIA SMAL93 AND S MAMMAL O CONSIDERED PIODENTAL AND SMALL TE 1 UTUTY. O 911 YODIRED PROCTOR. . SOCUULA LOCATIONS O SERVE THE A® YMD/CR INVERT O AT LEAST HA MOWS ABOVE IRE CROWN O THE SEV04 AID IS DINER R A SEPARATE TRENCH OR 4 THE SAAR TRENCH ON AN SHIEF LOcA O 0E SINK O THE SEVER. I NOI IT O IPpSSELE TO MEET IOM IHE RATER MAN YO GRAN 0R sr." SHALL ME CONSTRUCT= Ov MCA. JOINT WT OR DUCTILE RM PPE, w�[S70S -mIENT WPC. ISIS PPL ON PVC PPE CCOVALENT O MATER MW STANDARDS OF ' PRAM O1 SEWER SHALL S PRE59AR TESTED O THE MAONRY EXPECTED FORE BAC FLLAICL A WATERMAN SNAIL E SEPARATED FROM A SEINER SO A MINIMUM v 1E INCHES ABOVE THE CROWN OF THE DRAW OR SEEN ANS CROSS STORLH SCICRS. SANTA IT SIVIAM OR SEMEN SCMCL CONNECTIONS UTIW SMALL 8C MAINTAINED PTR MAT NATION OF THE WATER MAW LOCATED WZONTART OF WY SEVER OR GRAN CROSSED. A LENCI4 Cr MITER MAN IERID OVER U9 SEWER TO TIC CROSSED WIN ANTS ECADSTANT FROM THE OM THE WATER MAW AMC SEEN SMALL K CONSTRUCTED Or AD-OM OR AST ON DUCILE ROM PPE ASESTOS -CEMENT PRESSURE PPL PROWESSED TAO 0! EUwT M PROPER ,011K� SEPARATION AS OC97 ® ARM. IRS PASSIVE UMOER A O'ER d GRAAL A VEIMAL 97 TIOI OF to PACES C O THE SM!R 011 CRAM ANT THE ORO" OF THE MITER MAIN SMALL BE A MITER MAN CIA= UNDER A SVE1,. 9PPPIT THE SEVER a DRAW MIT NG AMC REAOC THE MATCH MANN. AS SHOWN W THE PLANS OR AS >40REER. CONSIEICTDN SHALL EXTEND ON EACH WE Q M CROSSING UNIX ONSTANCE FROM IHE WATER MAW O THE SEMEN OR OPIUM LPE 4 At LEAST R ALL MINER MANS GR SE ACES DULL BE S'S BIELOIT PAM9HED OR MUGS SHOULD R :NC AQm N THE COST OF 11,E MATER MANN ITSELF FOR SHALL BE MADE OF PRECAST RpFWCED UNITS AMU C473 AMNNAM AO INCH PIES 10 WC E3 OR L.ARGIR. OR VALVE COVES SHALL BE I MONTED 'SANTAl1Y, OR 'STORK OR -WATER -. ND COVERS SMALL COWOIN O ISM A HA N PAVED AREAS. ALL COVERS FOR 1013 $HALL ME NEENAH R 703 00 207x'(71'PE D lFl AL nTp1 -Do! LEVEES NAN R11HfC WANING( AND VALXV VALL13 01 PAKD ACAS GHN1 NUVC _AVF VEO 111N SMALL PNCH HOES, ALL MASS AND IDS FOR SANITARY MANHOLES AND SMALL HE MDEI R -t SC6 NITS SMALL BE MADE VIN PIE -CAST MIMIC MODS THE MAXIMM ADJUSTMENT N NOT EXCEED 12 NCH4 dD S M7ALlLFsFINAL T TO FR GUM AND FASTENED O ININ HOC WIN IIAS71C >r MANAHOt� SECTIONS SHALL BE SnAANdAS u9ET TTVL LL NAVE INCHES W SMM[ SCONE MTN JORIS Or MASH MATERIAL. NO: A N01[f BELOW PIPE TO SPCNO wE AND f ICES ABOVE TIP OF PPS N.C. PPE RfCH SNAIL NAVE 12 NOES ABOVE TOP Or PPE BEDOAD 94ALL S mAL F.727E Or CLAY. CRUSHED STONE AS APPROPWATE FOR SKALD PPE Y'CDWST MI, L BE PXCASr UN-.S NAVNG p/m ASS MY a B NOES FOR IS ARID L14 AND TWO *QlWMAL DIAMETER SIZES LESS THAN INC INCOMING PPE rON LS ON LARGER. EAMUAGE SHALL NOT EXCEED 101) CAU.CWS PER GAT PER NDN OUMEnR PER MLE PILLS AND SERNIQ CONECTION& 3 SMALL NOT K USED TO MARE n SORES DURING NEW COMSIIUCDOP. I OVEN PPE SHALL CONFORM O ANS 421.50 SPECFICAT1O1$ WIN AIRS A21.11 SEINER PPE SMALL BE EXTRA STRENCN v.CP. CONFOWPO O AST- C -700 1 WM ASIM C -23 JD..M 01. OP CCWO WNC O A21J1 WITH YTS 121 it I.0 PPE COOCRUMC O ASTI D -7034 SPECFCAMN1 SOM WALL I'MCNESS AND CASM TYPE ,INTO D CONCRETE STOW YMGI PPE 94ALL COGCIM TO AST- C -76 SPECIFICATIONS -AS MUSIC ANTS CR PE HAT SCION FIELD CMCf VAST S XCiF'm AT LEAST INTO (2) MOMMNC 1 THE CO MommkoMT Or MDIL (CALL Tp8- 222 -46'Cl XINC O AN GESTIC Sa'AED MAN " 1NAH5 0""R MALI AR EXISTING IIYM01. O C OF DE FO LC'" MEDKES SHALL ISE Us@ AM-CMT OF $EVER MAN BT PROPER TEQS (SEVEN -TAP MACHINE OR SIW AR) ANO ITALLAOOM Or 1RMB-' r SALTER OR SUB- ElEl SAOCLL Ism sCCION GR PIPE (SREAONC ONLY THC TOR OF ONE MQ REPLACE INN A RTE INNOH AD SECTION. IITTDL NEATLr AND =G RATELT CUT OUT CWXD LENGTH Or PPE FOR NSERII04 FITTNG USING "BAIL -SAL" ON SHIM COUPLNCS O MOD NT rm&T N PLACE. DR S NLAR PLCIBLE TYPE CCJPLv;CS SHALL BE USED N THE CONNECTION O SEPER Q,j O,t-Ie) ke- a N N d 2 1 O S Ad m m W co W O Z LLI J IL n to D C] O I N J V D Z 4 f` V O D D Z n n � O � D W fE W M LZD VZ_t o 1 tun Z W' } cn q: m C F D. u it li Q L� LL N W Q„ 7 JOB NO. 05 -117 CE -5 - Q.Tn SOS SMAL 8E MUCH" M -10700 01 EQUAL AM I /4• LNE AND M 10 -1`A OR EQUAL FOR TWO (27 LINE CLINE STOPS SMALL SE MUEIJO N t5-154 MASEEAL OR EQUAL NATE SDRICES SHALL ME l Z. HYPE 'C COPPEL WA ER GRADE COROGRATid 5TO•S SHALL 8C 1101171 COUPLING H-1700 y \ /y \ \/- \ \•�'- 1�{'�//- / / \ /} / \}. NOTE HS CONS. 57CH 407 Rc—L K 10' RA0A5 P4 ®M 3RMQ DOMESTIC WATER SERVICE - MAXIMUM MOM OF rM404 AT TOP OF PPE. ALL CLASSES O TE •13 0777LHAL CI METER PLUS ILO• UNLESS SEEING Is USED. - BA001LL TO BE MADE N AC -=ANCE ON THE SPECTCAOCMS - IF ECCE OF PPE NS WTNM r G UMM PAVEMENT. CLAD. ETC. CRUSHED STONE CA-1t a CA-13 PIACC BOTTOM Pd DON LGRL^iMED STONE. ((G- BE *ORE S c rTo PPE IN DRY DITCH CODNRON MASHED STOW_ GRAD GRAD. HET 010. U CLASS I TYPE 8 (FLEXIBLE PIPE) (RIC(0 PIPE) PiPE BEDDING NOTE_ BEDDING FOR PVC PIPES SHALL BE CUSS I CCNFCRMING TO AST- 02321 MiN. 6. BELOW AND 12• ABOVE PPE L a A. a 7. 1 t6 IT. IL M 14. 11 id 17. IL 19. A 2H. IL 23. 1.. 25. M — 27. ALL 0 HOO, ZIL PFE9 29. VAN 3D ALL V 31. ALL R s'CRA KVE J2 ALL A rMi MANN 3.. A mr.. 31 MAI" 3A. AmAMI 17. D (+ .• � PPQ P� DC POILC 39. R ©Y .0. Au C ANTS .1. AL S AOFM77 ASTU 42 ALL R WIN 41 IE1 TALK OR M A) CA PP e) � m CI WI or y SAND WELL AS 7ATXR AND SETA MAIN CD6DLOT= M 4NI S ". THE �AO��TO ARRNCiAPP AND THE wia7R1xD0i INSPECTION. HE AUTHORITY TO INSPECT. APPROVE. AND REJECT TIE DORIS DETAILED ITT TNS PROJD T* PT THE ENOEER. ARCHITECT AND Drill, TIER AGENTS M M OE CO6TIaKif04. MSTA11AT10N AND TESTING OF ENS 'PORK Df AS CO- ARR MED. R W YNDGTm m UTILITIES PROM TO THE START Or CONSTRUCTOL E TO ACT" ALL OF INS URUTES PEON TO THE NSTALLADOR OF (X711111 FOR VERIF M C ALL QUAN1171CS AS INDICATED ON THE MIITES 0401 ARE ACIGATED ARE TOR SCOMIG PURPOSES OILY SEPARM ARE TO 8E REPORTED TO THE DESIGN ENGI[ER. FOR C MMINNG ALL STE CONDITIONS PRIOR TD COONS CEMENT PARE HIE 911 CONDITIONS AS INDICATED ON THE EIOQRINO FOR PROVIDING THE EIGRRER MIN AS -DULT WOTIONS or ANY CHANCES TO DE ORMI ICS OR ADDITIONAL ITEMS MUST VE INC START OF RO K AND, R Dos AMC ANT ILO WORK 94A1L BE DOE UNTIL K FURMS R10 ALL LAWN, MATERIAL MDR R[RRItm FOIL THE LONSTOOIpN OF IEWT..Q -WARS ARE CORSIOCIRS12 MICOEITAL AM 1'OO[RCRCPD IMPROVEMENTS. 7AMA® DIOO CONSTRUCTION ARE O VE RES000ED SCT DOW FOR ART REASON MTHOUT CONSENT BT INC 3wom Twe CONTRACTOR MUST CALL 1E CCXQ1� UTILITIES ((CAB ELCIEC TELiPMOIC AT IGONL ,=IRE MA1peAL& THE ENTIRE PAROND LOT. ACCESS M SAT1SrACTION d THE DESIGN CHOWDER AMC SOLS M SAAT"r, OVER. HALL OSDMRCL O THE STORM slim ED IN AL UTLIT' TRENCHES INDIA SMAL93 AND S MAMMAL O CONSIDERED PIODENTAL AND SMALL TE 1 UTUTY. O 911 YODIRED PROCTOR. . SOCUULA LOCATIONS O SERVE THE A® YMD/CR INVERT O AT LEAST HA MOWS ABOVE IRE CROWN O THE SEV04 AID IS DINER R A SEPARATE TRENCH OR 4 THE SAAR TRENCH ON AN SHIEF LOcA O 0E SINK O THE SEVER. I NOI IT O IPpSSELE TO MEET IOM IHE RATER MAN YO GRAN 0R sr." SHALL ME CONSTRUCT= Ov MCA. JOINT WT OR DUCTILE RM PPE, w�[S70S -mIENT WPC. ISIS PPL ON PVC PPE CCOVALENT O MATER MW STANDARDS OF ' PRAM O1 SEWER SHALL S PRE59AR TESTED O THE MAONRY EXPECTED FORE BAC FLLAICL A WATERMAN SNAIL E SEPARATED FROM A SEINER SO A MINIMUM v 1E INCHES ABOVE THE CROWN OF THE DRAW OR SEEN ANS CROSS STORLH SCICRS. SANTA IT SIVIAM OR SEMEN SCMCL CONNECTIONS UTIW SMALL 8C MAINTAINED PTR MAT NATION OF THE WATER MAW LOCATED WZONTART OF WY SEVER OR GRAN CROSSED. A LENCI4 Cr MITER MAN IERID OVER U9 SEWER TO TIC CROSSED WIN ANTS ECADSTANT FROM THE OM THE WATER MAW AMC SEEN SMALL K CONSTRUCTED Or AD-OM OR AST ON DUCILE ROM PPE ASESTOS -CEMENT PRESSURE PPL PROWESSED TAO 0! EUwT M PROPER ,011K� SEPARATION AS OC97 ® ARM. IRS PASSIVE UMOER A O'ER d GRAAL A VEIMAL 97 TIOI OF to PACES C O THE SM!R 011 CRAM ANT THE ORO" OF THE MITER MAIN SMALL BE A MITER MAN CIA= UNDER A SVE1,. 9PPPIT THE SEVER a DRAW MIT NG AMC REAOC THE MATCH MANN. AS SHOWN W THE PLANS OR AS >40REER. CONSIEICTDN SHALL EXTEND ON EACH WE Q M CROSSING UNIX ONSTANCE FROM IHE WATER MAW O THE SEMEN OR OPIUM LPE 4 At LEAST R ALL MINER MANS GR SE ACES DULL BE S'S BIELOIT PAM9HED OR MUGS SHOULD R :NC AQm N THE COST OF 11,E MATER MANN ITSELF FOR SHALL BE MADE OF PRECAST RpFWCED UNITS AMU C473 AMNNAM AO INCH PIES 10 WC E3 OR L.ARGIR. OR VALVE COVES SHALL BE I MONTED 'SANTAl1Y, OR 'STORK OR -WATER -. ND COVERS SMALL COWOIN O ISM A HA N PAVED AREAS. ALL COVERS FOR 1013 $HALL ME NEENAH R 703 00 207x'(71'PE D lFl AL nTp1 -Do! LEVEES NAN R11HfC WANING( AND VALXV VALL13 01 PAKD ACAS GHN1 NUVC _AVF VEO 111N SMALL PNCH HOES, ALL MASS AND IDS FOR SANITARY MANHOLES AND SMALL HE MDEI R -t SC6 NITS SMALL BE MADE VIN PIE -CAST MIMIC MODS THE MAXIMM ADJUSTMENT N NOT EXCEED 12 NCH4 dD S M7ALlLFsFINAL T TO FR GUM AND FASTENED O ININ HOC WIN IIAS71C >r MANAHOt� SECTIONS SHALL BE SnAANdAS u9ET TTVL LL NAVE INCHES W SMM[ SCONE MTN JORIS Or MASH MATERIAL. NO: A N01[f BELOW PIPE TO SPCNO wE AND f ICES ABOVE TIP OF PPS N.C. PPE RfCH SNAIL NAVE 12 NOES ABOVE TOP Or PPE BEDOAD 94ALL S mAL F.727E Or CLAY. CRUSHED STONE AS APPROPWATE FOR SKALD PPE Y'CDWST MI, L BE PXCASr UN-.S NAVNG p/m ASS MY a B NOES FOR IS ARID L14 AND TWO *QlWMAL DIAMETER SIZES LESS THAN INC INCOMING PPE rON LS ON LARGER. EAMUAGE SHALL NOT EXCEED 101) CAU.CWS PER GAT PER NDN OUMEnR PER MLE PILLS AND SERNIQ CONECTION& 3 SMALL NOT K USED TO MARE n SORES DURING NEW COMSIIUCDOP. I OVEN PPE SHALL CONFORM O ANS 421.50 SPECFICAT1O1$ WIN AIRS A21.11 SEINER PPE SMALL BE EXTRA STRENCN v.CP. CONFOWPO O AST- C -700 1 WM ASIM C -23 JD..M 01. OP CCWO WNC O A21J1 WITH YTS 121 it I.0 PPE COOCRUMC O ASTI D -7034 SPECFCAMN1 SOM WALL I'MCNESS AND CASM TYPE ,INTO D CONCRETE STOW YMGI PPE 94ALL COGCIM TO AST- C -76 SPECIFICATIONS -AS MUSIC ANTS CR PE HAT SCION FIELD CMCf VAST S XCiF'm AT LEAST INTO (2) MOMMNC 1 THE CO MommkoMT Or MDIL (CALL Tp8- 222 -46'Cl XINC O AN GESTIC Sa'AED MAN " 1NAH5 0""R MALI AR EXISTING IIYM01. O C OF DE FO LC'" MEDKES SHALL ISE Us@ AM-CMT OF $EVER MAN BT PROPER TEQS (SEVEN -TAP MACHINE OR SIW AR) ANO ITALLAOOM Or 1RMB-' r SALTER OR SUB- ElEl SAOCLL Ism sCCION GR PIPE (SREAONC ONLY THC TOR OF ONE MQ REPLACE INN A RTE INNOH AD SECTION. IITTDL NEATLr AND =G RATELT CUT OUT CWXD LENGTH Or PPE FOR NSERII04 FITTNG USING "BAIL -SAL" ON SHIM COUPLNCS O MOD NT rm&T N PLACE. DR S NLAR PLCIBLE TYPE CCJPLv;CS SHALL BE USED N THE CONNECTION O SEPER Q,j O,t-Ie) ke- a N N d 2 1 O S Ad m m W co W O Z LLI J IL n to D C] O I N J V D Z 4 f` V O D D Z n n � O � D W fE W M LZD VZ_t o 1 tun Z W' } cn q: m C F D. u it li Q L� LL N W Q„ 7 JOB NO. 05 -117 CE -5 LAKE COOK ROAD 28 A13 Fare �- I .►� 0� �f PROPOSEED ■■, AMCORCE BANK 30 HPP 3a HHR 21 HPP 1 t6 NHP. 7 TA_ S Sac C7 6 -EXISTING CONCRETE J. •• EXISTING ISLANDS) PLANTING NOTES 1. Landscape rnrtmcter (contractor) aMa visit alto. inspect esistng canditims and review proposed pbmin9 and related work In caaa of discrepancy between plan and plant list. plan shell govern quantities. 2. utilities - C.9metar had verify [ -at; -. of all .—it. utBitw prior la begi-1.4 mnstruct;.n a rid One- of Phase of work. Elacte.. gas. telephone• and cabls tnsvisien may on located by calling J.U.U.E. At (In 600 - 392- 012J)• End [?edger PCeiine may be Ieceted by cefr g Digger's Hotline ct (1 -SOC- 242 - 8571). Any damage or internaOan of servees shell b• the eeaoonxeXty of the c-ir.e r. C ...... tar to coordinate oat related er'vftiae w;th other traded, an Us lab and shall report my unacceptable Tea conditions to -car's repmentat;w prior to commencing work 3. Permits - Contractor r— raible, far application and test of all necessary bdlding permits and awe verfeatiens. Sutvnit eapiq of all ca -menls to owner end lard... pe architect 4. Kaleh - AD shrub bade and tree shad be r+vichea .7th a 3' eonti-aus layer f.shredded Bork. Ali grourd cc and perennial beds shall as mulched with a I' layer of a:redced hark Ail deciduous frees shied be mlched with a J diameter cimJe of mulch. All cergreen trade shad be mulched to the drip Me. 1 5. Bad Pop (P.-O -1e1a) - Peraatiel and gmume c r ben shat to mor " wAU a 2' layer of m.aivo- c-v-t. ta;ed to a depth of B', raked en aoth, fen;naed .:N commercial t0 -e -4 rertiexr al'-. rare of 25 lb . Per ;,G00 e.F- pmnted. covered wan I' Wye, at shredded park mmah crd wotsretl. S. Matti. Ediipg - Plntia edging to be edg- ;ng trend or cperprtd equal. Edging la be ;rtafied with nrrzcrtef sted s:c Yes at 36" spacing, e mteli per mcrufccb .r s apK :nee :em in .a areas :naicatea• an ;Ian. Provide ide menufeclura ,drab ono 9O faUrge at oa cameo. - 7. Topeddl - The tdCacH ccrd;tion far lr;s proi.et slfe .S o f.lk . ' loaer b s upp N piece ea Tfn ' h grade, topsail of specified :sths ;n Alen tin 9 c•- . at fea °ran . P r S n 9 a n 12 ; , .e .a dre- 4 :n n . _ aw a --p-,ea d„a S< ad, eaaale,:, t o ea are as. e. P]- L/M-t.a.ac• Ceenbte• - C-mm.e of cknts tar two (2) yeah shall hiji. after r_ncu ce by lamix oa architect cna /or owners mpresertat;ve. The contractor aid es Pert of h;s contract assume rnc;nt .ante r- persib;G•.:- Of all Ian t . t a t f!aten I ,nCSldir. but net hmitld to: Nai6Cr -taring ritanitarin Of Irrigation en Nltrva m . a, S / o f 9 G aye ). g wdThe'9. mulch[ The k I e. I ua care0;an. rum end n <a rte - „. !a krita rte of insects and in sc tk ^9 F Spero'' tw •^9 wry cep R spraying cantrx!o s: g f b sC etra tutee all peones to th in a nrto o er. CRY condition far a gable of two (2J years ° aby i acceptanEa. Camhactor anon rep'nce •iNaEd mat la awftr, arty dead or unacceptable plants, n determined by landscape .nerRact and /or owner, mpreentcty during and at the end of the guorantea per:ad. - 9 CKF 12 EDP. 9 CJM J PMN 27 SEA --- 1 TAL 12 C!M J Y 0'1£ �7nTA � WMCGED 9tatfiQS wEa'HIr.G /9 mPE TREE Nti1A TO SECCND V.NCh. 0M1VP i/2 'MID JG'•4LL '+CfafCPL• 21 V W TABLE-75. PLAC[ '1BL.E15 S' 6r /W GRADE At t1rMf SPACE. USE WE TABLET FOR EACH '/2' ?LuX CALIPER S"REDD WK MUL'H (3' r4.). 3' OEPin O FIPJMETEP - 1'�OEPTH O _Ip"I. APPLY '•ACHTMAL' CR EQUAL PRIOR TO MULCH. 4' Oc?M S.10ER 2' . " HAPCWCOO STAKES. 3 PER TPEL. E4EhLT `JACCL BACKPLL cQUr IlURLAP Ia PL C PC AYMY _OY ;F (7+KE 6 a:R+' EDGES RCCTBALL TO PEST WI UN067LRSED SCa_ • PROAOE 3- DEPTH MULCH FOR CAEP.CREEN TPEES TO ORR UNE ( TREE PLANTING DETAIL I No at•�tlt 10. Reed Bappzaidaa - 131 loan and O.nt.nq bade to be treated to wed auPernsion 04- to Icon and planting Installed- Aopro;dmatey three ka attar inateaatlon of topsail n soacdl d. (see oats 7) all ere- to receive 1- and picot material shall be treated with a glyph -ate harlletda (7.E. Rauna -up. Porger, or Il--) to Lill cry dieting vegetcuon. Apply a second treatment aft week prior to installation of plant materiel Herbicide chemicals to be opened by licensed applcatar wing proper equipment end fellow all of plant P—ct gukell -1. 11. Annual flower bade - Mnual flawere shall be amended with a 2' layer of mushroom corn ;.V. Wad to a depth of V. raked smooth, fertilized with cchn rardal 10 -6-c fertilizer at a rats of T5 Mid, Per 1,000 S.F. A Iryer at caeac shut[ mulch may be applied and watered rer erosion and sell amendment Annuct plan La to oe supplied and Installed by owner. 12. Paekiaa (stands - General contract- to supply, place End f'udeh grade i.Ml at 24' depth in ell poh:mg lot islands. AO parking lot islands will be e1caMOtea to a depth of not leas plan 24, set n neCcs"Crj to remove on aggregate or other compacted material All perking lat :slams to to wane° rat lt0 then 12' depth. 13. Sleevn - Generd sntracter to euppy crd :retail son. 80 p- sleeves oral all miscdlen- equipment essary tar ';na'•aiklion of in4cal- or lightutg, by others, see irrigation pan fa sleeve local we adEti -I nctes I.. )(tec. bite Items - Prcpased signs and c0 miscellaneaut equipment c. sncwn cri P.I. Qn, to be s.pcfed cna installed by others per s:gnaga centrecte %a mpeciffe°tions, seu crer;lectur°I plans. • b,;fj location in S<Id with gerehal cantmetar, civil engir•.esr,//sar mar, sign rortrecmr, and owner. 15. Site 0-g. - Contractor to urns damog. at e.iaUng turf and grade 1a trade ere- infcalwd - subject property, der athen;ee natsd. Arty acreage to arms beyarN corstrutkn :ono r +1'0e fns mnrCEtCn ruponvbifty la re r ike near conditi ' m ore. pa 15. $tslLttt Tien - CaUhaddr to CrO!set ad e,:sting tree within eenstruet:on :ens of sateimt Phacarty end ell enb - rated an this, or sits rdeted .- st_.U.n ?Jars. T•rsdo to b. Frvteefed by deiiiing ` / duty charge Ptes'JC fer ing or atber bpprmed .mcler:al. staked in place one pinned al grourd. CQ'tralcr to maintain cat lancing doming the entire cerec,.etan deriod. 17. Nttleb Parkin[ Ovvrhaa{ - Contractor to supply and ;mlaB 2'-6' min. width mulched prang overhang. ccntnue;n, in all are- as reefed on pion, - when - h:ciis are perked adjacent 's curling .a de:g -led panUng .reds as sP-. - plan. Mulch Park;rg overnang bad ;s Contiguous with plcntlng mulcr no (SEE Nam 4). PLANT LIST FLR CCNT..Nc7.•=M WlERIAL SLASY 4 -5, t' CL-+ CL95 1.04 H OF THE PaOT BALL YL:LCH COu":000S 6E0 !SEE PLAN) P- rrTING SOO. MIX: PMRS TOpsaIL I PART PE4T MGSS I PART PCT--ED MANURE elASM CRAOE MST.- 3LBSOIL iNSTALL 'ACiaFOP.Y' 21 GPAY .!LETS !" 3CCe .P_L¢ 1 YaLETS PER HMr CR SPREAD. 2 ±SHRUB PLANTING DETAIL t He SCAI is i 1' WNTItiWUS SHPEMED DRK MU Y. I FWSH CAAOE (TIP.) .ty�. W1, I I EXIMIC SUIISOL s ' PUENNIAL/GROUNDCOVEA PLANTING L NO SCA” AmC.nan.nwwrfleili IL TREES 1 SQTANICU NAM; KEY MY 10124DWN NAME S= RBAARKS GTS 4 Gledits:a tr;cdcnthaa 'Skytir., 3. O SK -LJNE HOIIM06 S YUJ I 3 Mafus 'Donald Wyman' 6' MULTI -STEN DONALD WYMAN CRAaAPPLE a — TAL 3 mi. americcna 3. AMERICAN LINGEN SHRUBS AB . Hpnla arbut fofiq 'arillianti-imd 36' O RED CRCKEaERRY 1 PMM 10 Pln.. mugo mughno 4Z' � � CWARF MUGO PM a See 20 Soiraea i bum°Id° 'Goldflame' 24• z GOLOF(AME SPIREA Sp% 1 3 ""patio 'Min Kim' _ 36' MISS K. ULAC PERENNULMIGROUNDCOVERSIBULHS CIF I 15 CEdemag -63 o -WIcra 'Karl Faerater' 3 CAL.. 3' O.0 KARL FDERSTER FEATHER REED GRASS CM 68 C ... ope o Merticillata .:VaanCeam 1 GAL c C.C. J MCONSE?L CDP.EOPS6 ECP 36 Ech;nacm Purpureo i CAL 2' O.C. PURPLE CONEFLOWAER YHR 46 Hemerocelfs 'Hcppy'Returiti 1 GAL I 2' O.C. HAPPY RETURNS OA"_IL'i HMS _V Herrera -air. 'Stelae -de -crd i CAL O.C. STELIA- CE -CRO GA: JLY ;iFP 6C Hauchera mic:entha 'Palace Purple PALACE PURPLE ORAL SELLS 1 CAL I 2' C.G. PAD 15 Perdetetum alaoecum:des 'Hameln' 3 CAL 2' O.C. DWARF FOUNTAIN GRASS a . FO Z 4 P.0 beduo f� u1 :do 'Cci 'at rm 9 e u i GAL 2' G.C. a SUSAN r _1AJ:K- rED _Lisa + SEA IIE ! 39 Sedum, spectabile '•utlmr, Jay' 1 GAL 2' C.C. 1 AUTUMN .E01' SEDUM VMI 5,0 Vince minor ... 3• I' D.C. PERIWIrxLi 9. Raul Quality - AB plant material to be premium grade nursery stock. Contractor to supply nursery a..- for it t p -HOsed materia. No ocre root or park grade material will to accepted. 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On LIT CL O ONE AOYLIATT CLEAR I Lu ""° nrzo eT Dallom " amP mm Aea t e• LpwLI�, K � L I--+ e 1 — A0711R! tlF3CAeT aROFP ONF LLABXURL TLTEO. ST47 UVAL � A'♦lr0�1p amp um I artPWAVA HOi®RAL POWMK C t %MR176LMr AR>�uRAL OW 17e.wATr CLFM �1 Q aCCPKgwlMMI� mt?lwrAL1Wl04 LTL113A.q Imp p.fl Y.! THROW OIRTRoUn 71 wT1CL"K RAT , OLAaa LEIQ H xtoom IL 70IIRgL I QPM IAV. 1 O u G215LY T7a DQI ®eww ME 250MAIT COATM T.Am LaDPRmNTIC ED4MVELLHRIDE ttanca® 12m 0.f1 3Aee llENe HLtR@}ipL MwnK)Ot i ! 0 1®W:g011b atNRCLl/0aouAras OIEL -AL vML =�-Es am p,t tAO 7 t!, W. w9RCAL"Efto- PcwrnL' ! r Emaimm 01E im�:WT 4AT ED 0 e - Tt3a 1¢w rer 0owalwrwrtN SEfL aw aR 1wa7SS e® an - to REVREBUD WPM OOCq Pg1111rL LAM sTansncs, w M.len Arpl6 [eat rite 32!14 atf 221 p3! X&I Tan �•r-0 _ 13A 210t ]A! 711 211 SITE PHOTOMETRIC PLAN ,' SC �F: i- a 2(Y--O- O G �a a mc �$ Co W O3 I 12 a 0 LL Q I i O O W LL lz �Q z a°400 co Q° o z —' OL u. L. W Q 0 0.�. � $ g (t W u y of a o ! tLk a -0 r K O O C d �i Z Gel aL7TQQR2COA � 401Q Q;� �( {Q�' i VIC;Ni -Y MAP 'I WI -mP R9 W, it y � �-61TE I A.L.T.A. / A.C.S.M. LAND TITLE SURVEY o: PARCEL 1: LOT i IN THE FINAL PLAT OF DEERFIELD DEPOT SUBDIVISION. BEING A SUBDIVISION OF PART OF T'HE NORTHWEST QUARTER OF SECTION 4, TOWNSHIP 42 NCRTn, RANGE 12 EAST OF THE THIRO PRINCIPAL MERIOUN, ACCORDING TO THE PLAT :r.EREOF RECORDED NARG`i 9, 1998. AS DOCUMENT 98183480. IN COOK COUNTY, lWN015. $ PARCL 2: EASEMENTS FCR THE BENEFIT OF PARCEL 1 AS CREATED BY RECIPROCAL EASEMENT AND OPERATING AGREEMENT RECORDED MARCH 9, 1995 AS DOCUMENT 98183483, AS AMENDED FRCM 'RARE TO TIME. e ' Al ................................................................. ..............................• •--............---..........----..............................................................................................._..................................--•-----............................... ............................... LAKE COOK ROAD LAND AREA CRAW. vARIES) -. - .Tt ,• w. : PARCEL T' .0.492 SCDARE FEET - 69299 ACRES PARKING SPACE TABLE T4E Su9JECT PPCPCRTT CONTMNS 52 REGULAR STRIPED PAPIDNG SPACES AAOICAP STRIP[D PA WNG SPACES 54 TOTAL STRWED PARWNC SPACES SELECTED ZCNINC DATA TI.E PPOPERTY IS ZCNEO C -L Ou ZT C CCwwCAOAL_ ANO µAS SPECLAL USE APPIII—AL PER DOCUMENT 517=x5 FRONT M 2 FEET MET CC. 1 t CORNEA 510[ - SO rECr RCM - 10 FEET MA.YU. NEICNT: 33 FEET NAnYwY LOT CDYEIUCC: WS F*LCCO ZONE DESIGNATION 5Y SCALE LIGSUR[NE.NT OWLT BASED UPON TNC FLOOD i SURANCE RATE 'YAV FOR COON COUNTY, LLr"'D AND IxCp RPORATEp AREAS, FOR _CMNUNITY 0.' tTOJ1, v NUMBER 7O71COOBB F. ..XL m OF BOO TN CIFECTTW .VCVEM9ER S. IDDS* ORi10N OF T•C 3UB.LCT aCP[.T' I MT+N '120NE "9u0Ep If (AREAS OF SOC-'•'CAR FLOOD. AREAS OF 100 -YEAR FLOOD 'MIN W.ACC DEPTN3 LESS TNAN 1 1-1 OR T1. ORANAQ _4 LE33 -N 1 O � 1COF S 1 I MM r Y SO A T0N T.0 SUKC PROPEATTV uS SZ r , i... � E_ENEO t0 BE Ou30E N SOO -GR FLCCOPLAw} [ ( SCHECULE 8 SLRVEY EYCc�.,CNS PER CACACO Tt{E INSURANCE COWANT ORCER b. •410 iG62371CO UL (PRO EOEIAA - CLICYj �\ 00CUNENT 4O;2AJA. CwCS -It LOCATION Or TI.E GS.71EN• CAANTED BY OOCJYCNT 92ja&C17. SA.D —E." LDCAttCN .S SnC1'1 ,ERECK AS ".YELL AS A :0 -FGOT MO T- CF-ACCESS EASUE. . L ^CL`,PIENT A022.7! ODNlraYS IPC ARP173 W COY FD TO U T [ EAStbE71T TNAT NAS ORIONALLY RESERVED FOA ANO BT .rCATM SPORE GS PER DOCUMENT 92 -9&097 (AND YE7xCFD gY OORILIENT tL•G yAT ,LLpIO RI}N ypRTt y,OR[3 p[ypyA2p TO GRANT R:pIf4 TO C011 ED AT ltE 9AM[ PG DOWN. pT D&161Ny WE.NCCO BY 00[{111Lb TS 9aa9A99 C ^91&&&9& 4L^.PiOCK C/SCYDt13 !/ +�\ RE GAANTEO BY ND TO ALL OF THE OE4Tr1CL7 OEDOT SU80NyGN, RECCND�O A4 OOWwENT N6 49193490. FCIR ACCt9..KA[SS. 101151 SLI- I_ICP. SURFACE RA'" RUM -Of". CCMwON UILITE; \ ANO 9C.AQ. SET: OOCUYExi f04 06TIRTICNS AND OT4ER PARICI LAA4. (PARCEL 3) 'A\ SEND. ELECTRIC. AND 7CLLPNCNE EAEENEWS BY 9CCUYENT SSIB3ABO ARE 9.C— -ERE... %r WATER LINE CASMENT 8- :CGA"T 98133. -0 s SNCWN •KR[0.. t0 IDS �' 0� � noblo C "CC .XSLRAU E CCYPANY —CORE SAA.L. T4r3 IS TO CERTIFY THAT T1t13 YAP 00 PLAT AND T1.[ SURVEY ON • CN IT :S 9ASEC WERE MADE W ACCORDANCE MTN WM STANDARD CETAL REOUIRElwp T5 F0W ALTA4A47 1 LAMO TILE SLIP KT3,' A TLT ESTABUSNED AND ADDPTm BY ALTA. ACSRA, AN0 X3'3 N t99B, AND NCWOES `cC 1. L 1 S. S. 7a T. B, B: 10, 114 WO 110 OF TABLE TNCRCOF. PUR3LIANi TO THE ACCURACY STANDARDS A3 ADOPTED BT AL A. NSPS AND .FLCSM AND EFTECT ON TNC OATC OF 1M3 CCRTFIG110K UNOOISON URTHER CERTIFIES TNAT PRCPCR EaOF PROCEDR IFIC NON* UY[RTATON. ANO AOECLIAR SYRVC•f PEASONN4 WERE Ci.PlpISO IN ORDER Tp AdlfeE RESULTS CCMPAPA9LE TO TMOSE 01TJN. IN TNL 'wWN{N A.Q.L STANCE AND CLOSURE ACOUNI[YpT9 FOR sURVEY YEA$UR[MENTS 1YI9GI CONTROL ALrA /ACSY LAND TITLE SURKYS� DATED —S 0A1 01 20— BY. gAJr4m aq OFE59CNK LANG 31CL 20 5 XC. W93'E EzTRES NOKMBEA ]0. lDat 2,7 TER. !R=CN- AM AM9[1G 207 SOU"• XAPCRX1lLE STREET WNCATOx 03 &0:17 9w -&&&- lam III BEGINNING BENCHMARK: III STATE OF LLPM OEPATTYENT Cf wA"A RESOURCES NCW Z9 ELCVATrM - 51617 ALTA /ACSM SURVEY O uu 1a. .of "CORE BANK .0 77H STREET ROCNFORD, 1LLINCFS 01110 IF N - 4P POD �xl ......:......:..... • ... - . DEEP CORNER OF ER 1-"E AND LAAE -COON DEERFIELD. ILLINOIS I-as im.» N4ro-:- � 0.9.E +o -•. 279" 'E•ACR ( SCHECULE 8 SLRVEY EYCc�.,CNS PER CACACO Tt{E INSURANCE COWANT ORCER b. •410 iG62371CO UL (PRO EOEIAA - CLICYj �\ 00CUNENT 4O;2AJA. CwCS -It LOCATION Or TI.E GS.71EN• CAANTED BY OOCJYCNT 92ja&C17. SA.D —E." LDCAttCN .S SnC1'1 ,ERECK AS ".YELL AS A :0 -FGOT MO T- CF-ACCESS EASUE. . L ^CL`,PIENT A022.7! ODNlraYS IPC ARP173 W COY FD TO U T [ EAStbE71T TNAT NAS ORIONALLY RESERVED FOA ANO BT .rCATM SPORE GS PER DOCUMENT 92 -9&097 (AND YE7xCFD gY OORILIENT tL•G yAT ,LLpIO RI}N ypRTt y,OR[3 p[ypyA2p TO GRANT R:pIf4 TO C011 ED AT ltE 9AM[ PG DOWN. pT D&161Ny WE.NCCO BY 00[{111Lb TS 9aa9A99 C ^91&&&9& 4L^.PiOCK C/SCYDt13 !/ +�\ RE GAANTEO BY ND TO ALL OF THE OE4Tr1CL7 OEDOT SU80NyGN, RECCND�O A4 OOWwENT N6 49193490. FCIR ACCt9..KA[SS. 101151 SLI- I_ICP. SURFACE RA'" RUM -Of". CCMwON UILITE; \ ANO 9C.AQ. SET: OOCUYExi f04 06TIRTICNS AND OT4ER PARICI LAA4. (PARCEL 3) 'A\ SEND. ELECTRIC. AND 7CLLPNCNE EAEENEWS BY 9CCUYENT SSIB3ABO ARE 9.C— -ERE... %r WATER LINE CASMENT 8- :CGA"T 98133. -0 s SNCWN •KR[0.. t0 IDS �' 0� � noblo C "CC .XSLRAU E CCYPANY —CORE SAA.L. T4r3 IS TO CERTIFY THAT T1t13 YAP 00 PLAT AND T1.[ SURVEY ON • CN IT :S 9ASEC WERE MADE W ACCORDANCE MTN WM STANDARD CETAL REOUIRElwp T5 F0W ALTA4A47 1 LAMO TILE SLIP KT3,' A TLT ESTABUSNED AND ADDPTm BY ALTA. ACSRA, AN0 X3'3 N t99B, AND NCWOES `cC 1. L 1 S. S. 7a T. B, B: 10, 114 WO 110 OF TABLE TNCRCOF. PUR3LIANi TO THE ACCURACY STANDARDS A3 ADOPTED BT AL A. NSPS AND .FLCSM AND EFTECT ON TNC OATC OF 1M3 CCRTFIG110K UNOOISON URTHER CERTIFIES TNAT PRCPCR EaOF PROCEDR IFIC NON* UY[RTATON. ANO AOECLIAR SYRVC•f PEASONN4 WERE Ci.PlpISO IN ORDER Tp AdlfeE RESULTS CCMPAPA9LE TO TMOSE 01TJN. IN TNL 'wWN{N A.Q.L STANCE AND CLOSURE ACOUNI[YpT9 FOR sURVEY YEA$UR[MENTS 1YI9GI CONTROL ALrA /ACSY LAND TITLE SURKYS� DATED —S 0A1 01 20— BY. gAJr4m aq OFE59CNK LANG 31CL 20 5 XC. W93'E EzTRES NOKMBEA ]0. lDat 2,7 TER. !R=CN- AM AM9[1G 207 SOU"• XAPCRX1lLE STREET WNCATOx 03 &0:17 9w -&&&- lam III BEGINNING BENCHMARK: III STATE OF LLPM OEPATTYENT Cf wA"A RESOURCES NCW Z9 ELCVATrM - 51617 ALTA /ACSM SURVEY "CORE BANK .0 77H STREET ROCNFORD, 1LLINCFS 01110 N AL 1. IsDAa .tw to•oourllY N.L DEEP CORNER OF ER 1-"E AND LAAE -COON DEERFIELD. ILLINOIS I-as :. s� DTwms SR A 279" 'E•ACR STER, MCGRATH & AHLBERG LTD. GgNAVA 23e :Yi :9 • :t.'r_ ` •11sA a 9- +Oro. L' - 8 Apa .a/HPR `'" ' D -CC4 7.7. = 2 2 0 cm J _j NOTES: 1. OVERALL PLAN IS BASED ON THE SITE DESIGN PROVIDED BY GIEWALT—HAMILTON ASSOC.. INC. 847-478-9700. DATED 4-22-98 FOR. DEERFILD DEPOT. GHA PROJECT NO. 9608.000 ............. ........... ....... . .. .......... ......... ............ . .... . ..... -- ---- . . .. . .... . .. `:t.. ......... ... .......... .. ........... .. ....... -- ---------- _6& [awry .. ... .. . ......................................... . ... 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ALUMINUM CABINET PAINTED TO MATCH PMS 200 W/ FINE STIPPLE FINISH .150 WHITE MODIFIED ACRYLIC PUSH THRU LETTERS MOUNTED TO CLEAR ACRYLIC BACKER " ALUMINUM CABINET W/ ROUTED OUT COPY PAINTED TO MATCH PMS 200 SEMI -GLOSS 41. 8qa d6!o 4 t 6„ SIDE VIEW JOB OESCRIPTION (1) S/F IN i R ILLUM EXTERIOR WALL MOUNT SIGN REF CAD DRAWINGS AMBCIZ FOR DIMENSIONS & CONSTRUCTION DETAILS SIGN TYPE C1 PRoLjLjL;T10N PRINT- REVISE- 10/9/03 DESIGN APPROVED BY: , AUTHGBIZED SIGNATURE FILE NAtV9E: AINBCI DATc 9/25/03 SCALE 1R =1 DATE JOB NAME ANICORE BANK LOCATION THIS 6 ORIGINAL COMPUTER GENERATED COLOR PRINT, CREATED FOR YOUR PERSONAL USE W CONNEC 1CN WRH A PROJECT BEWG Fi m D POR YOU BY SIGN PRQDUCTIONS, WC. COLORS ldIRPSENIED ON TN151pTM AIA Y XOf RUTIH THE PNS CHIP, V/NTL OR lAU4T COLORS LLALTLY, R IS i0 BE VIEYlED AS A COLOR REPRESENTATION ONlY. - 6 THIS,oVjTISNOT 10BBE• SHOWN10ANYONEOUTSIDEOFYOURORGAN�ZAT�ON ,NORISITTOBEREPRODUCED, COPIED OR EXHIBITED IN ANYiASH10N. /F HOT RETURNED WITiI/N TN/pT7 DA73 FpOM DATE WE RESERVE THE RIGHT TO CHARGE FOR THE CREATIVE TLAdF INVOLVED IN ITS DEVELOPMENT. (] �� COMACT D��MARJHAI PHONE 303 388 ,358 i f /SIC llo� il�P.°lS.. x li•7! J' B 9/ tg4 C . 1 -l. _ rn .. _ - _ _ - V+:lfr+` /il ��...... x...11 B /L �.. �..... iL....... All n �8 1l/2" I 14' -2 1/4' 13' -3 7/8° I REWS,;:10 /9/03 ALUMINUM CABINET PAINTED TO MATCH PMS 200 W/ FINE STIPPLE FINISH I . i .150 WHITE (MODIFIED ACRYLIC PUSH THRJ LETTERS MOUNTED TO CLEAR ACRYLIC BACKER 1 ALUMINUM CABINET W/ ROUTED OUT COPY PAINTED TO MATCH PMS 200 SEMI—GLOSS' a d I R � � � AUT}iORIZED SIGIVii A� THIS IS AN CRIGINAL COMPUTER GENERATED COLOR PRINT, CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT BEING PLANNED FOR YOU BY SIGN PRODUCTIONS, INC. COLORS REFRFSENTED ON THIS PAW MAT NOT MATCH THE PMS 00, YDtn OR FAINT COLORS ExAcnT, INS TO BE VIEWED AS A COLOR REPRESENTATION ONLY. TopVffISNOTTOBESHOWNTOANYONEOUTSID EOFYOURORGANIZATION ,NORISIT TOBEREPRODUCED, COPIED 'OR EXHIBITED IN ANY FASHION.IF NOT RETURNED WITHIN THIRTY DAYS FROM DATE, WE RESERVE THE RIGHT TO CHARGE FOR THE CREATIVE TIME INVOLVED IN ITS DEVELOPMENT. �� e • :P r,Ct t e ;t rr.� r o .,e cr o a e s.. � - _ . _ _ - .. _ _ _ _ ..._ ._ ifct�lril!I iY +� SIDE VIEW 0 . 0- 4'41/2' SIDE VIEW I -�- 1'4' 6" S' -8 1/4" TOP VIEW 4' -7 3/4" 4' -4" -- 4'-41 /2" �I ----- T -91R" FRONT VIEW ALUM CABINET W/ FINISH TO MATCH PMS 200 FINE STIPPLE ALUM CABINET W/ FINISH TO MATCH PMS 200 SEMI -GLOSS W/ WHITE PUSH THRU LETTERS TO MOUNT FLUSH W/ FRONT OF ALUM FACE' EXISTING ATM MACHINE REVISE: 04/30/03 DESIGN APPROVED BY: - T� AUTHORIZED SIGNATURE - DATE THIS IS AN ORIGINAL COMPUTER GENERATED COLOR PRINT, CREATED FOR YOUR PERSONAL USE IN CONNECTION WTIH A PROJECT BEING PLANNED FOR YOU BY SIGN PRODUCTIONS, INC. COLORS EEPRESENTED ON THIS PRINT AUT NOT MATCH THE P,yS CHI, Y1NT1 OR PAINT COLORS EXACTLY, R IS TO BE VIEWED AS A COLOR REPRESENTATION ONLY. THIS PRIM B NOT TO BE SHOWN TO ANYONE OUMDE OF YOUR ORGANIZATION, NOR LS R TO BE REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION. IF NOT RETURNED WITHIN THIRTY DAYS FROM DATE, WE RESERVE THE RIGHT TO CHARGE FOR THE CREATIVE TIME INVOLVED IN ITS DEVELOPMENT. 07 -E!1 �j SIDE VIEW FLUSH MOUNT ACCESS PANEL . 0 cla - 06 10 JOB DESCRIPTION (1) S/F INTER ILLUM EXTERIOR ATM SURROUND REF CAD DRAWINGS AMBP1 Zl & Z2 FOR DIMENSIONS AND CONSTRUCTION DETAILS SIGN TYPE P1 PILE NAME: AMBP1 DATE 9/6/03 SCALE 3/4'= 1' JOB NAME AMCORE BANK LOCATION.- CONTACT -.DAVE MARSHAL pHONE 303- 388 -9358 DRAWN BY J N SALESMAN �tpmm AIIcznn - SIGN #8 FACE B DETAIL SIGN #7 FACE B DETAIL SIGN #4 & 06 FACE 8 DETAIL WHITE REFLECTIVE VINYL #S80 -10 COPY ALUMINUM CABINET Entrance PAINTEDTO MATCH PMS 200 SEMI -GLOSS FACE A DETAIL ALUMINUM REC TUBE POLE PAINTEDT0 MATCH PINS 200 W/ FINE STIPPLE FINISH WHITE REFLECTIVE VINYL #580 -10 COPY ALUMINUM CABINET PAINTED TO MATCH PMS 200 SEMI -GLOSS ALUMINUM REC TUBE POLE PAINTED TO MATCH PMS 200 W/ FINE STIPPLE FINISH FACE A DETAIL WHITE REFLECTIVE VINYL #580.10 COPY ALUMINUM CABINET PAINTED TO MATCH PMS 200 SEMI -GLOSS pl FACE A DETAIL ALUMINUM REC TUBE POLE PAINTED TO MATCH I PMS 200 W/ FINE STIPPLE FINISH SIGN #8 `Custairimer xw'Parking 1= Drive -Up "Teller;' =& ATM r FACE B DETAIL i--- -1-'- 5 -718° 4° t� T 1- 1'4 3140 TOP VIEW 1 i i .L I WHITE REFLECTIVE VINYL #580 -10 COPY , 4 ALUMINUM CABINET .I PAINTED TO MATCH PMS 200 SEMI- GLOSSI i ALUMINUM REC TUBE POLE PAINTED TO MATCH PMS 200 W/ FINE STIPPLE FINISH FACE A DETAIL AEVISS: 01/27/06 DESIGN APPROVED BY. i FILE NAME: 1271 JOB NA >� p AUTHORIZED SIGNATSIGNATURE — ® DATE ME: AMC01 LOCATION- DEERFI THIS IS AN ORIGUJAL COMPUTER GENERATED COLOR PM, CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROkCT BEING PLANNED FOR YOU BY SIGN PRODUCTIONS, INC. COLORS REPRESENTED ON THIS PAW AIAY NOT MATCH THE PMS 00, YHM OR PAW COLORS ATAMT, R LS TO BE VIEWED AS A COLOR REPRESENTATION ONLY. To PRINT IS NOT TO BE SHOWN TO ANYONE OUTSIDE OF YOUR ORGANIZA TION, NOR IS IT TO BE REPRODUCED, COPIEDOR EXHIBITED IN ANY FASHION. IF NOT RETURNED WITHIN THIRTY DA TS FROM DATE, WE RESERVE THE RIGHT TO CHARGE FOR THE CREATIVE TIME INVOLVED IN ITS DEVELOPMENT. mNTAd:DAVEM ® Ui0 �l,'i C,:► Ilfg :! T ., 4 - - -' - - - - - - 11-11 ei. .1,•�� NMI ®� t'aa� _ _ � DRAWN HYT) IS 3' 2` SIDE VIEW Sign # 4,6,7, 8, 9 TOPVIEW t-KUIV I VItW ;#580 -10 COPY X200 SEMI -GLOSS w OLE PAINTED TO E STIPPLE. FINISH DESIGN APPROVED BY: ALITHORIZED SIGNATURE T DATE THIS IS AN ORIGINAL COMPUTER GENERATED COLOR PRINT, CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT BEING PLANNED FOR YOU SY SIGN PRODUCTIONS, INC. COLORS REPRESENTED ON THIS RIM AIAY NOT MATCH THE MOP, VINYL OR PAINT COLORS EXACTLT, R IS TO BE VIEWED AS A COLOR REPRESENTATION ONLY. THIS PRINT IS NOT TO BE SHOWN TO AWONE OUTSIDE OF yOUR ORGANIZA TION, NOR IS IT TO BE REPRODUCED, COPIED_ OR EXHIBITED IN ANY FASHION. IF NOT RETURNED WITHIN THIRTY DAYS FROM DATE, WE RESERVE THE RIGHT TO CHARGE FOR THE CREATIVE TIME INVOLVED IN ITS DEVELOPMENT. .DJJl. C „F 'If le .L t1� J' cl► tit/ e.. _ L --�� '' - - .. _ - _ _ _ _ _ _ _ _ _ / 1[s�irl�l d 6/0 1 SIGN #10 & #11 j JOB OESCRIPTION (1) S/F NON ILLUM EXTERIOR DIRECTIONAL SIGN REF CAD DRAWINGS AMBE1 Z FOR DIMENSIONS AND CONSTRUCTION DETAILS SIGN TYPE CUSTOM El -C FILE NAME: 12780-07 -0 DATE 11/14/05 SCALE 1'= 1' JOB NAME AMCORE BANK LOCATION:DEERFIELD, IL CONTACT-..DAVE MARSHAL PHONE 303 - 388 -9358 DRAWN Bir) IS SALESMAN qtP \/P Alknn 0�1 , ., METRO TRANSPORTATION GROUP, INC. Your Transportation Resource 212 W. I<IN71E ST., 3rd FI, CHICAGO, IL 60610 -4695 TELEPHONE: 312.853.0820 FACSIMILE: 312.245.9612 www.metrotransportation.com TRAFFIC ENGINEERING TRANSPORTATION PLANNING SIGNAL SYSTEMS /DESIGN TO: Ted Georgas, P.E., S.E. Cook County Highway Department FROM: Robert N. DuBoe, AICP Vice President Peter C. Lemmon, P.E. Senior Transportation Consultant DATE: September 29; 2004 Revised February 9, 2005 SUBJECT: Lake Cook Road /Deerlake Road Intersection Review Deerfield, Illinois Metro Transportation Group, Inc. (Metro) was retained by McDonough Associates, Inc. and the Cook County Highway Department to review traffic .operations at the Lake Cook Road /Deerlake Road intersection and the Deerlake Road /Home Depot Access intersection to the immediate south. The study intersection and surrounding area is presented in Figure 1. This memorandum summarizes Metro's methodology, data collection, and review. Recommendations to improve traffic operations within the study area are identified. Existing Conditions Metro conducted a field reconnaissance to observe peak period traffic operations and collect data regarding study area roadway characteristics, traffic control, and traffic volumes. Area Land Uses The area near the Lake Cook Road /Deerlake Road intersection generally consist of office, restaurant. and retail uses in addition to a Metra commuter rail station. The south leg of the Lake Cook Road /Deerlake Road 'intersection serves the Home Depot, the Metra commuter rail station, office space, and a few restaurants. The north leg of the intersection serves office and restaurant uses. Office, restaurant, and retail uses are located to the east and west of the intersection along Lake Cook Road. C) - 0t0-.:21 M, no1s r1r. ,t -�'k.l' r ��' � # ri� �' �� Yi� G ,� _ �'i • l�- ..�t�� lid, - �h _ � �� _ {.t.:.+' =rS ,�- s•,S • d $ 5 ,?a`�o^tig4• t� '�isf f «. I - t�.:45� ";�� -a # 0.a �'�• �"t -''' , k. ,. ��-• _- � .'�.- �• ' ,� a�, y tl�a�';is ;:+� ,� k ^�a- ,�,.yr.�,'h �.�r.^r•,.r� � , r+� k� j-� _'� ':.,� 'Y � � � •� .�r'i 2 a: ;�;'"r'�t� , eta �� „�. t�,� �t° e� �Y".. xf , �. -;. ��,i at..• 1' .� '"• i .. n STUDY L - ;},`K�,7.. --,� p ma ti - .s•: jk:, ♦ • '', - Ts 'P � � •' A ,t4�d p i� �� .��{�''�7 ► � �� : �1 )y `, �•� �� .� '�r� �, rr.5K:J . mc�,�'f , ",�, -'3i4 } c r s e L �za ..�,�r,x�- ,s�.- s+�i;y,�r�, „i', - �`- `:vi•:. .�� . -�;•;' -a�s�i in- ` * "' _ .x��:�°��•a'� !� :� e '7 'Slay A"1 :F s8•Yt�, s•. .. R`"H ... - J.c`'__ n's':?#6_. k _ rpa*` isw Z LAKE COOK ROAD ��jr� ..�'�?�",�_ �'"�'� x �` �'s� ,vim �.-�?� •F..•� � � � ;;s .rT&.�, �� _ F - G...,.:�`_ -�.� y�- :n'��`. -. - +a'di:` s-, N. #:- t�s °�,°•'' '?7: `fit. :`.�,.�`., =,a� !T�•:..,t �,e� .,�d_4a ,`- ,;�.'"��s�,�t„�:. yF,�r�,C.gS�a �,y.'f= F++��i�.,'� �r{: 4; •L^!-�' -. �*' "-CEC„ �`+�1P;,"kS �x� .'tcv,. "'r :F �.a� i.._ L+"r..N ">. � dvss. � �rp � � �",� CC` '_�+�_,��.�s►e'�- `''°'c`�'r�,t4 i�•'9; - .'- -.,:�°..�i?,�r�,:. �+`cHa•�,�i •.r-.�� =• �' n r ,,� �� =�'.� �� -. -`-� . °� �s '+. 3- �..r • i . �! tz. ;a '� .; y, �: :�, .:, .:: L '� •,mac r _ - $i�.�`ss'rs-><-+ - f'f�� ?�.� �i i - 'u;'?y'3 ` a.' ;.z. `� i&3:a•� "'s$., x i` i'i - `r'fi' :~.' �.:�� a iI�'f33.�St'.,,'.kra` a ,�� r '•d' - en � �,� `' 7 ica r � +�''+" _ -, =SFr; ��i , . r� M . r. �' 'c µR. � t Jr J rn G z y4.�} 't� '7' a"r' r�F � i j �aa„syR �, +, _ � }r• � � CC � s . x S�,p _ FRONTAGE' s •` s' `.zw � �:r.�. .. i � .._ _- . r �.'.�. -n-! a��`t3t.�.. �]��s }x4 ay - &� .r ,. � ., ,� i6•° �£�y <. ��$-. - .p --:� -5 g g HOME i Y•. �. � "`Ssrl "� � ' - r � �:',_.As��? '°� -is'�T �•"� �'"�t' a. �� , r�ix�r` r �,� .,�{ .. t j - :.. +( i ,�,_'�'.: -�q; 'F � C#�jyr � ... ^f F :f t vp: r� rY�t4 s f c a :pt 114 a. - ,;�� ^ x:. •i � � ,. fa+'�r'� ""�"'xr °'� ta��. ter,- -^r� Y: �r x .. _ P'•' e &'Y q.cp :t� ss }fix�tt y i�r � nay ,�..I�5 c c3 rr a -�fi „,Y+"�'-- xi a'kf, f ,<,.�.'yt.,r, {' ni 3F,•_ r ''✓ a2. '� j'",(t:.�.,".s3 c- ,..- .�,tt- `'v'$+.�s ![[:.aaRAa:b i�`�+z°}g�i2��KP. �� t;'ce M 3� SiaaGfiLRafCa. {.AF C KIN _Cad N • +^�y"' v','.i1 , La2J {iEik 6'�.rf�a„F`i�"._S!1•'-n` -' 4': "��- t.'yw„� rte.. i4 E� �,- �,'�- �....�ut- ,sava+'�1a•s5. �� - �� c x' Y- . ?,. . ��i=- 'y,�•- �> {�� d'�'_'�z' .+._ - Y�Rr�' 23.x„ -. � � � i �. r r r r r t Area Roadway Characteristics The study intersection consists of Lake Cook Road and Deerlake Road. An access serving the Home Depot also creates an intersection with Deerlake Road just south of Lake Cook Road. A.description of these roadways is presented bellow. The existing lane configuration and traffic control is illustrated in Figure 2. Lake -Cook Road is a major east/west arterial roadway at the study intersection. At its signalized intersection with Deerlake Road, the eastbound and westbound approaches of Lake Cook Road each provide a separate left -turn lane, two thru lanes, and a separate right -turn lane. Lake Cook Road is under the jurisdiction of the Cook County Department of Highways. Deerlake Road is a local collector roadway with driveways serving adjacent developments and the Metra commuter rail station. South of Lake Cook Road, Deerlake Road curves,to the east and is parallel to Lake Cook Road. At its signalized intersection with 'lake Cook Road, the northbound approach of Deerlake Road provides a separate left -turn lane, one thru lane, and a separate channelized right -turn lane. The southbound approach provides two thru lanes with shared left -turn and right -turn movements. At it unsignalized "T" intersection with the Home Depot Access, the eastbound approach of Deerlake Road contains one thru lane and a separate right -turn lane. The westbound approach contains two thru lanes with a shared left -turn movement. The eastbound approach is free -flow and the westbound approach is under stop sign control. Deerlake Road is under the jurisdiction of the Village of Deerfield. Home Depot Access is a north /south internal access road through the parking lot serving the Home Depot and surrounding parking lot. The northbound approach of the Home Depot Access at Deerlake Road provides a shared left- turn /right -turn lane under stop control. Existing Traffic Metro conducted peak hour traffic counts at the following intersections: ■ Lake Cook Road / Deerlake Road ■ Deerlake Road / Home Depot Access The counts were conducted during a weekday morning (6:00 AM to 8:30 AM), weekday evening (4:00 PM to 6:30 PM), and a Saturday (11:00 AM to 1:00 PM) on two separate days in June and July 2004. These time periods were chosen since they coincide with the expected peak hours of the adjacent roadways, the Metra commuter rail station, and the Home Depot. In addition, outbound vehicles from the Home Depot Access and the Deerlake Road frontage incorporated each vehicle's path through the Lake Cook Road /Deerlake Road intersection. For example, the northbound left -turns from the Home Depot Access can be separated by destination, i.e. eastbound Lake Cook Road, westbound Lake Cook Road, or northbound Deerlake Road. The vehicle tracking counts indicate that vehicle destination from the Deerlake Road frontage and the Home Depot Access generally split 50/50 between eastbound and westbound Lake Cook Road. Existing traffic volumes are presented in Figure 3 and Figure 4. �8 1O. 3 � 10 pc) G � q( 1 C) . . 9 m m LEGEND (q 0 -- - Travel Lane ® - Existing Traffic Signal Existing Stop Sign EXISTING LANE CONFIGURATION FIGURE: 2 ALE m m 4N1. m X O NOT TO SCALE D ^^ o o ;V 55 (30) [35] O ` 01 �— 1195 (1655) [1070] 125 (115) [185] [25] (35) 45 [1325] (1230) 1400 —► I y Co [190] (140) 220 o O (77 Z. O LAKE COOK ROAD FIGURE: 3 LEGEND • ' Weekday A.M. Peak Hour J [80] (80) 250— A (XX) Weekday P.M. Peak Hour [270] (115) 130 (5:00 =8:00 PM) [XX] 0 (11:45 AM -12:45 PM) O �^ Less Than 5 Vehicles ® C7 N Existing Stop Sign m n cn m -I \ O d U EXISTING TRAFFIC FIGURE: 3 LEGEND XX Weekday A.M. Peak Hour (7:30 -8:30 AM) (XX) Weekday P.M. Peak Hour (5:00 =8:00 PM) [XX] Saturday Midday Peak Hour (11:45 AM -12:45 PM) - Less Than 5 Vehicles ® Existing Traffic Signal Existing Stop Sign FIGURE: 3 0 m m r D m m O D D o Q � O 6 LAKE COOK ROAD ® - Existing Stop Sign FROM HOME DEPOT ACCESS EXISTING TRAFFIC �Iar 1 (OUTBOUND VEHICLE TRACKING) 0111 In M cn -U O i FROM METRA/FRONTAGE FIGURE: 4 I LEGEND N - a � " - � XX Weekday A.M. Peak Hour 2 (7:30 -8:30 AM) D O o (XX) Weekday P.M. Peak Hour n (5:00 -6:00 PM) m [XX] Saturday Midday Peak Hour m G7 m (11:45 AM -12:45 PM) Less Than 5 Vehicles O - Existing Traffic Signal ® - Existing Stop Sign FROM HOME DEPOT ACCESS EXISTING TRAFFIC �Iar 1 (OUTBOUND VEHICLE TRACKING) 0111 In M cn -U O i FROM METRA/FRONTAGE FIGURE: 4 I Field Review Traffic Observations As previously mentioned, Metro conducted peak period visits to the study area to observe existing traffic conditions and identify current operational issues. The following summarizes observations at the Lake Cook Road /Deerlake Road intersection and along Deerlake Road south of the intersection. AM Peak Period The Lake Cook Road /Deerlake Road intersection generally works well. However, westbound thru traffic along Lake Cook Road experiences some delay early during its signal phase due to vehicle queues extending east from the Lake Cook Road /Pfingsten Road intersection through Deerlake Road. ■ Traffic along Deerlake Road south of Lake Cook Road flows well and a majority of the traffic is inbound and generated by the Metra commuter rail.. station.. Any vehicle queues extending from Lake Cook Road to the Home Depot Access seem to be a result of the signal timing priority given to Lake Cook Road rather than the traffic volume on Deerlake Road. • No operational issues were observed at the Deerlake Road /Home Depot Access intersection due to the low volume of outbound traffic. PM Peak Period Lake Cook Road is very busy in both directions. Traffic flow along Lake Cook Road through the Deerlake Road intersection .seems to be impacted by extended vehicle queues from adjacent intersections (Pfingsten Road to the west and Waukegan Road to the east): Deerlake Road experiences considerable queuing through the Deerlake Road /Home Depot Access intersection at times. The peak vehicle queue occurrences generally coincide with the arrival of Metra commuter trains and commuters heading home. Each signal cycle at the Lake Cook Road /Deerlake Road intersection served the vehicle queue on Deerlake Road to just past the Deerlake Road /Home Depot Access intersection. • Maximum observed vehicle queues along Deerlake Road reached approximately 550 feet east of the Home Depot Access. ■ Maximum observed vehicle queues along the Home Depot Access reached approximately 250 feet south of Deerlake Road. ■ At times, inbound (from Lake Cook Road) traffic along Deerlake Road was obstructed at the Deerlake Road /Home Depot Access intersection due to turning vehicles blocking the intersection. ■ Criss -cross and weaving conflicts were observed at the Deerlake Road /Home Depot Access. Vehicles exiting the Home Depot Access had difficulty getting into the northbound right -turn lane at lake Cook Road. Outbound vehicles along Deerlake Road had difficulty weaving into the proper lane to make their desired movement at Lake Cook Road. These vehicle movements require driver courtesy and can impact the efficiency of the Lake Cook Road /Deerlake Road intersection. C), g 0 _o(o -a- y &. 6 /0. -.r6 / a Saturday Midday Peak Period ■ The Lake Cook Road /Deerlake Road intersection generally works well. ■ The Deerlake Road /Home Depot Access intersection also flows.well and has few issues. Due to most of the traffic along Deerlake Road being generated by Home Depot, the northbound traffic exiting the Home Depot Access experiences a low amount of conflicting traffic. ■ At times, northbound traffic on Deerlake Road at Lake Cook Road queues just beyond the Deerlake Road /Home Depot Access intersection. This vehicle queue is likely a function of the signal timing priority given to Lake Cook Road. r6 to • 4, Analysis of Traffic Operations Based on the existing traffic volumes and field observations, Metro conducted capacity analyses for each peak period. Capacity Analysis Capacity analyses were conducted using Highway Capacity Software (HCS) to evaluate the overall operations of the Lake Cook Road /Deerlake Road intersection for each of the existing peak hours. Due. to the awkward traffic control configuration at the Deerlake Road /Home Depot Access intersection (eastbound does not stop while northbound and westbound stop), intersection capacity could not be determined. The effectiveness of how well an intersection operates is measured in terms of Levels of Service (LOS). Levels of Service range from LOS "A" (best) to LOS "F" (worst). The minimum intersection LOS that is generally accepted by Cook County Highway Department standards is LOS "D ". Table 1 summarizes the existing condition capacity analysis. Table 1 Existing Intersection Level of Service (LOS) Inte( section _ AM As shown in Table 1, capacity analysis indicates that the Lake Cook Road /Deerlake Road intersection currently operates at LOS B or better during the analysis peak hours. However, field observations of traffic during indicate that traffic operations at the Lake Cook Road /Deerlake Road intersection is negatively impacted by vehicle queues extending from adjacent intersections along Lake Cook Road. Although capacity analysis is not available for the Deerlake Road /Home Depot Access intersection, the close proximity of the intersection to the Lake Cook Road /Deerlake Road intersection and of surges of traffic that coincide with the Metra commuter rail schedule suggest that this intersection is at or near capacity during the evening peak hour.. 0 o- 00 , a- PM' Saturday Peak Hour` :.- Peak_Hour Peak Hour Lake Cook Road / Deerlake Road A B B As shown in Table 1, capacity analysis indicates that the Lake Cook Road /Deerlake Road intersection currently operates at LOS B or better during the analysis peak hours. However, field observations of traffic during indicate that traffic operations at the Lake Cook Road /Deerlake Road intersection is negatively impacted by vehicle queues extending from adjacent intersections along Lake Cook Road. Although capacity analysis is not available for the Deerlake Road /Home Depot Access intersection, the close proximity of the intersection to the Lake Cook Road /Deerlake Road intersection and of surges of traffic that coincide with the Metra commuter rail schedule suggest that this intersection is at or near capacity during the evening peak hour.. 0 o- 00 , a- Potential Improvement Options The Deerlake Road /Home Depot Access intersection is approximately 200 feet southeast of the Lake Cook Road /Deerlake Road intersection. The close proximity of the intersections creates queuing and operational issues along Deerlake Road and the Home Depot Access. The close proximity of the intersections, the short distance between Lake Cook Road and the Deerlake Road frontage, and the need to provide access to multiple users also limits the types of physical improvements that can be reasonably implemented. Prior to implementation of any improvements to circulation, lane configurations, signage, and traffic control, coordination and agreement between the Village of Deerfield, Tenants, and Property Management will be necessary. The following summarizes two potential improvement concepts to improve traffic operations along Deerlake Road. Advance Signage for.Westbound Deerlake Road ■ Providing advance lane information to' westbound drivers along the Deerlake Road frontage will help reduce weaving movements as they approach the Lake Cook Road /Deerlake Road intersection. Directional signage should be constructed along Deerlake Road. Signage reading "To Eastbound Lake Cook Road" would direct vehicles to the right lane along Deerlake Road., and. the right -turn lane at Lake Cook Road: Signage reading "To Westbound Lake Cook Road" would direct vehicles to the left lane along Deerlake Road and the left -turn lane at Lake Cook Road. Pavement markings alone will not adequate notify drivers due to limited visibility created by the vehicle queues, particularly during the evening peal-, period. Eliminate the stop sign for the westbound approach of Deerlake .Road at the Home Depot Access. Restrict Movements at Deeriake Road /Horne Depot Access Intersection . Restricting the Deerlake Road /Home Depot Access intersection to right -in /right- out movements for the Home Depot Access reduces the vehicle conflict at the intersection. Westbound Deerlake Road would no longer be under stop control at the current Home Depot Access. An alternate access allowing vehicles from the Home Depot to access westbound Deerlake Road and.-Lake Cook Road should be developed further east of the current access. The increased distance between Lake Cook Ro9(d and a full, access serving' Home Depot. reduces the criss -cross and weaving conflicts,cirriprove�g the efficiency of the northbound Deerlake Road approach .at . Lake Cook Road, aria, -reduces the impacts of the Lake Cook Road /Deerlake Road and Deerlake Road /Home Depot Access intersections upon each other. • Although the 4elocated intersection. Of_ .Deerlake - Road -and a full access for.. Home Depot may continue to experience delay during peak surges in traffic coinciding with Metra commuter rail service, the frequency and magnitude of impact should be reduced compared to the existing conditions. • A potential shifted access concept is illustrated in Figure 5. 26 — POP, ME- -NORTH A 7A 'ey "I'A' A, p ip:n pw 1A sp�jc AAW .g AJ AR MRS.- N ,#'� ,��- '+�- �'3'"`�c�;j �T "�� , ,• ,c. Hi `�,�,;•7' r �t�x�?''�,�'t `s}'�:'�a Fi'� �'�S' -w �,.3.` '2��- .'tists"S'."e.. r _ - �i.. V Mt kk � KX 1"117 Aq. 70 MILIS-1 -.1 r.*,- - Mplt� V.4 E-N A IS MM At. a tGK i 5 5 ISE 75- 70 MILIS-1 -.1 r.*,- - Mplt� V.4 E-N A IS MM At. a tGK i 5 5 ISE 1 ry 'FT' W"-�tt Summary Due to the close proximity of the Lake Cook Road /Deerlake Road and Deerlake Road /Home Depot Access intersections and the intersection configurations, considerable vehicle conflict and delay is experienced during peak traffic conditions:. Based on field observations and traffic count data, the weekday evening peak hour experiences the worst conditions of the three analyzed periods. The destination of traffic leaving the Deerlake Road frontage and the Home Depot Access is generally split 50/50 between eastbound and westbound Lake Cook Road. With the need to- serve traffic from the Deerlake Road frontage and the Home Depot Access, criss -cross and weaving movements exist along Deerlake Road between Lake Cook Road and the Home Depot Access. Two potential improvement concepts are suggested to improve traffic operations. The first potential improvement includes providing signage directing drivers along Deerlake Road frontage to the desired lanes in advance of the.Home Depot Access. The second concept to consider includes restricting the current Horne Depot Access to right -in /right -out movements and developing a new full access on Deerlake Road to the east. Any improvement to the circulation, lane configurations, signage, and traffic control will require coordination between the Village of Deerfield, tenants, and Property Management to develop a mutually agreeable solution. Uchicago103106 \011 memo.doc