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O-06-46VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -06 -46 AN ORDINANCE AUTHORIZING A SPECIAL USE FOR A FITNESS TRAINING STUDIO AT 740 WAUKEGAN ROAD IN DEERFIELD SQUARE PASSED AND APPROVED BY THE PRESIDENT AND'BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 16th day of October , 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 16th day of October , 2006. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -06 -46 AN ORDINANCE AUTHORIZING A SPECIAL USE FOR A FITNESS TRAINING STUDIO AT . 740 WAUKEGAN ROAD IN DEERFIELD SQUARE WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on August 24, 2006 on the application of CRM Properties Group, Ltd., the owners of the Deerfield Square Shopping Center (the "Applicant ") for approval of a 1,700 square foot one -on -one fitness training studio to be operated by Fitness Together to be located on the first floor of Building #4 at 740 Waukegan Road, said property being legally described on Exhibit A attached hereto (the "Subject Property "), and being located in the Deerfield Square Planned Unit Development in the C -1 Village Center District; and, WHEREAS, said public hearing was 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 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 recommendations that the requested Special Use be authorized pursuant to Article 5.01 -C, Paragraph 2, Subparagraph d, of the Zoning Ordinance of the Village of Deerfield to allow a one -on -one fitness training studio to be located, established and operated on the first floor of Building #4 as a Special Use of the Subject Property in the Deerfield Square Planned United Development in the C -1 Village Center District; and, WHEREAS, the President and Board of Trustees of the Village ofDeerfield 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 Article 5.01 -C; Paragraph 2, Subparagraph d, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and that the best interests of the Village will be served by the authorization and granting of said Special Use as provided herein in accordance with the plans and supporting materials submitted by the Applicant which are incorporated herein and made a part hereof by this reference; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the President and Board of Trustees do hereby affirmatively find that the Special Use as hereby authorized fully complies with the requirements and standards set forth in Article 5.01 -C, Paragraph 2, Subparagraph d,, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 2: That the President and Board of Trustees do hereby authorize and approve the establishment of a Fitness Together one -on -one fitness training studio on the first floor ofBuilding #4 at 740 Waukegan Road in the Deerfield Square Planned Unit Development as a Special Use of the Subject Property in the C -1 Village Center District, subject to the conditions, regulations and restrictions set forth in Section 3 of this Ordinance. SECTION 3: That the approval and authorization of said Special Use is granted subject to the following conditions, regulations and restrictions: -2- (a) 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 Applicant to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield; (b) a maximum of three (3) clients, three (3) employees and one (1) manager may be present on the premises at any one time; (c) continued compliance with the requirements of the Deerfield Square Redevelopment Agreement dated February 9, 1998; (d) continued compliance with the requirements of the Deerfield Square Planned Unit Development, as heretofore amended, which Ordinance and Amendments remain in full force and effect except as specifically amended by this Ordinance; and (e) compliance by the Applicant with all other applicable provisions of the Zoning Ordinance of the Village of Deerfield. SECTION 4: That the Special Use as hereby authorized shall be binding upon and inure to the benefit of the Applicant and Applicant's successors, grantees, transferees and assigns, and any violation of this Ordinance or the conditions, regulations and restrictions set forth herein by the Applicant or its successors, grantees, transferees or assigns shall authorize the revocation of the Special Use as hereby authorized. SECTION 5: That the Village Clerk is hereby authorized and directed to publish this Ordinance in pamphlet form and to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at Applicant's expense. SECTION 6: That this Ordinance, and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b) legislate in a -3- 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. a SECTION 7: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 16th day of October , 2006. AYES: Benton, Feldman, Rosenthal, Seiden, Struthers, Wylie.(6) NAYS: None (0) ABSENT: None (0) ABSTAIN: Non ' ^` APPROVED this ATTEST: Village Clerk v -4- Exhibit B Documents Incorporated as Part of the Special Use for a Fitness Training Studio at 740 Waukegan Road Site Plan for "The Shops at Deerfield Square" identifying 740 Waukegan Road, Suite 108, and marked as Exhibit A. 2. Area photograph of "The Shops at Deerfield Square" identifying the Subject Property and marked as Exhibit A -1. .3. Suite 108 Floor Plan at 740 N. Waukegan Road Building #4. .k STATE OF ILLINOIS COUNTIES OF LAKE AND COOK VILLAGE OF DEEP-FIELD J, r nnnunnnunnnamuun Hill m11unn Hill nununnnnnu Jill till (Recorded41 e 02/12/2007 at PM ) SS Receipt#: 2007 - 00006831 Total Amt: $36.00 Page 1 of 11 IL Rental Housing Fund: $0.00 Lake County IL Recorder Mary Ellen vanderventer Recorder File6136118 e Clerk of the Village of Deerfield, Lake certifies that she is the duly appointed Deputy Village The undersigned hereby and that the ached is a true and accurate copy of Waukegan Road and Cook Counties, Illinois, Studio at 740 Ordinance 0- 06-`46 Authorizin g a Special Use for a Fitness Training in Deerfield Square Dated this December 19 2006 Qy L or r v r r S'E A ,4 is r t� ��t�IT y�!� .ty� coo \y� • D FER L. VIS e Village Clerk Submitted by:, Village of Deerfield $50 Waukegan Road Deerfield, IL 60015 c�' VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -06 -46 AN ORDINANCE AUTHORIZING A SPECIAL USE FORA FITNESS TRAINING STUDIO AT 740 WAUKEGAN ROAD IN DEERFIELD SQUARE PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 16th day of October . , 2006. Published in'-pamphlet form by authorityof the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 16th =_ day of October , 2006. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -06 -46 AN ORDINANCE AUTHORIZING A SPECIAL USE FOR A FITNESS TRAINING STUDIO AT 740 WAUKEGAN ROAD IN DEERFIELD SQUARE WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on August 24, 2006 on the application of CRM Properties Group, Ltd., the owners of the Deerfield Square Shopping Center (the "Applicant ") for approval of a 1,700 square foot one -on -one fitness training studio to be operated by Fitness Together to be located on the first floor of Building #4 at 740 Waukegan Road, said property being legally described on Exhibit A attached hereto (the "Subject Property"), and being located in the Deerfield Square Planned Unit Development ui the C -1 Village Center District; and, WHEREAS, said public hearing was 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 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, Bed its report with the President and Board of Trustees containing its written findings of fact and recommendations that the. requested Special Use be authorized pursuant to Article 5.01 -C, Paragraph 2; Subparagraph d, of the Zoning Ordinance of the Village of Deerfield to allow a one -on -one fitness training studio to be located, established and operated on the. first floor of Building #4 as a Special Use of the Subject Property in the Deerfield. Square Planned United Development in the* C -1 Village Center District; and, WHEREAS, the President and Board of Trustees of the Village ofDeerfield 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 Article 5.01 -C; Paragraph 2, Subparagraph d, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and that the best interests of the Village will be served by the authorization and granting of said Special Use as provided herein in accordance with the plans and supporting materials submitted by the Applicant which are incorporated herein and made a part hereof by this reference; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers,.as follows: SECTION 1: That the President and Board of Trustees do hereby affirmatively find that the Special Use as hereby authorized fully complies with the requirements and standards set forth in Article 5.01 -C, Paragraph 2, Subparagraph d, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 2: That the President and Board of Trustees do hereby authorize and approve the establishment of a Fitness Together one -on -one fitness training studio on the first floor ofBuilding #4 at 740 Waukegan Road in the Deerfield Square Planned Unit Development as a Special Use of the Subject Property in the C -1 Village Center. District; subject to the conditions, regulations and restrictions set forth in Section 3 of this Ordinance. SECTION 3: That the approval and authorization of said Special Use is granted subject to the following conditions, regulations and restrictions: -2- (a) 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 Applicant to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield; (b) a maximum of three (3) clients, three (3) employees and one (1) manager may be present on the premises at any one time; (c) continued compliance with the requirements of the Deerfield Square Redevelopment Agreement dated February 9, 1998; (d) continued compliance with the requirements of the Deerfield Square Planned Unit Development, as heretofore amended, which Ordinance and Amendments remain in full force and effect except as specifically amended by this Ordinance; and (e) compliance by the Applicant with all other applicable provisions of the Zoning Ordinance of the Village of Deerfield. SECTION 4: That the Special Use as hereby authorized shall be binding upon and inure to the benefit of the Applicant and Applicant's successors, grantees, transferees and assigns, and any violation of this Ordinance or the conditions, regulations and restrictions set forth herein by the Applicant or its successors, grantees, transferees or assigns shall authorize the revocation of the Special Use as hereby authorized. SECTION 5: That the Village Clerk is hereby authorized and directed to. publish this- Ordinance in pamphlet form and to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at Applicant's, expense. SECTION 6: That this Ordinance, and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non - preemptive state -law; or, (b) legislate in a -3- manner or regarding a matter not delegated to municipalities by state law. It is the intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. SECTION 7: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 16th day of October , 2006. AYES: Benton, Feldman, Rosenthal, Seiden, Struthers, Wylie, (6) NAYS: None (0) ABSENT: None (0) ABSTAIN: None (0) APPROVED this 16th dal-of oct 2006. ATTEST: Village Clerk -4- EXHIBIT A LOTS 1, 2, AND 3 OF THE SHOPS AT DEERFIELD SQUARE SUBDIVISION, BEING A RESUBDIVISION OF PART OF THE NORTHEAST QUARTER OF SECTION 32 AND THE NORTHWEST QUARTER OF SECTION 33, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPLE MERIDIAN, IN THE VILLAGE OF DEERFIELD, LAKE COUNTY, ILLINOIS, RECORDED AS DOCUMENT NUMBER 4746622 ON AUGUST 15, 2001 IN LAKE COUNTY, ILLINOIS. Exhibit B Documents Incorporated as Part of the Special Use for a Fitness Training Studio at 740 Waukegan Road 1. Site Plan for "The Shops at Deerfield Square" identifying 740 Waukegan Road, Suite 108, and marked as Exhibit A. 2. Area photograph of "The Shops at Deerfield Square" identifying the Subject Property and marked as Exhibit A -1. 3. Suite 108 Floor Plan at 740 N. Waukegan Road Building 94. W iL= S WALGREENS � 71 I 7f, F STONEY RMER The Shops -at STEAKHOUSE - �3- Deerfield Square Deerfield, Illinois 'F-BANK ONE 00 _71 ;9_1 ��T i T 1 1. 1 Ff'; i1 %t SULCING 5 "ein WHOLE FOODS Exhibit A Q 11 _ 'i _�'Z W ;Z7 =J- � j � ' 4 � ' � � —� i � ' 2'J4JiNG 3 I 1 �l t \. BARNES & NOBLE !I 4VFU N _j 740 Waukegan Road t; Suite 108 aulowc. 10 ;*0 Y .s IQ Y 1 az L4 7x F�. ..er.. `+'�u�'+T �ri.•�...1JI•�— �+___:,. irk' �. !-a r..� ;:.. n�an�x,r• r _ "®'�s..✓>� �' �1111��.�.�- �'°"'^�J l:�'°sf�7._ � . � . F.U.N. I Available Cards 1 E g C 13, o o ,a The Shops at Deerfield Square 740 N. Waukegan Road Building #4 Suite 108 Floor Plan Allura Coldwell Banker Potbelly Jewelers Sandwich Works r , i North Shore Deerfield Suite 108 Hair Transplant Chiropractic Specialists Fitness Together Ogp. o -ac -4L0 rcx•8 303 \\ -m i, a � m IIIIII II III III III IIIIIIIIIIIIIIII Doc #: 0626417067 Fee: $172.50 Eugene "Gene" Moore STATE OF ILLINOIS ) Cook County Recorder of Deeds Date: 09/21/2006 10:25 AM Pg: 1 of 75 COUNTIES OF LAKE AND COOK ) SS ) VILLAGE OF DEERFIELD ) 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 -05-46 Approving an Amendment to the Deerbrook Mall Commercial Planned Unit Development in the C -2 Outlying Commercial District. Dated this June 12, 2006 SEAL JtNNIFER L. DAVIS Deputy Village Clerk Submitted by: Village of Deerfield 850 Waukegan Road Deerfield, IL 60015 VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -05 -46 AN ORDINANCE APPROVING AN AMENDMENT TO THE DEERBROOK MALL COMMERCIAL PLANNED UNIT DEVELOPMENT IN THE C -2 OUTLYING COMMERCIAL DISTRICT PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 7th day of November , 2005. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 7th day of November , 2005. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -05 -46 AN ORDINANCE APPROVING AN AMENDMENT TO THE DEERBROOK MALL COMMERCIAL PLANNED UNIT DEVELOPMENT IN THE C -2 OUTLYING COMMERCIAL DISTRICT WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on July 14, 2005 on the application of the owner of the property legally described on Exhibit A attached hereto (the "Subject Property") for approval of an amendment to the Deerbrook Mall Planned Unit Development to permit certain renovations to the middle interior portion of the mall in accordance with the plans and supporting materials attached hereto as Exhibit B, consisting generally of: (i) the removal of 49,269 square feet from the current mall (24,963 square feet of corridors, 15,465 square feet from removal of the movie theater and 8,841 square feet from removal of retail space next to the theater and south of T.J. Maxx); (ii) the addition of 7,873 square feet of building area (including 5,783 square feet of new retail space north of Best Buy and 2,090 square feet of new service and receiving space); (iii) the removal of the roof over the interior portion of the coininon mall corridor resulting in 14,414 square feet of common open air area with the addition of a paved sidewalk to the open air mall with east and west exterior entrances; (iv) the elimination of a common truck dock/loading and receiving area; (v) the elimination of the existing east mall entrance immediately to the north of Best Buy; (vi) the addition of new landscaping and light fixtures; (vii) the addition of fifty -five (55) new parking spaces south of the existing T.J. Maxx store; and, (viii) such other necessary and appropriate additions, changes and modifications identified on Exhibit B or required in ,,A( ,,t connection with the establishment of the cross- access vehicle interconnection points between the Deerbrook Mall and Lake Cook Plaza as identified herein (collectively referred to herein as the "Mall Renovations "); and, WHEREAS, said public hearing was 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 Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Comprehensive Plan of the Village of Deerfield provides for an interconnection between the Deerbrook Mall shopping center and the adjacent Lake Cook Plaza shopping center; and WHEREAS, the Village has caused a traffic study to be made of traffic conditions in and about the Lake Cook Plaza shopping center and the Deerbrook Mall shopping center to determine the best means of implementing an interconnection between Deerbrook Mall and the adjacent Lake Cook Plaza shopping center and to minimize the possible adverse effects of allowing such traffic movements between the adjacent shopping centers; and WHEREAS, Applicant and the owners of the Lake Cook Plaza shopping center have agreed to a conceptual plan for implementing an interconnection between the Lake Cook Plaza shopping Center and the Deerbrock Mall shopping center, a copy of which is attached hereto as Exhibit C; 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 proposed amendment to the Special Use Planned Unit Development be authorized and approved IPA .'( , - 't pursuant to Article 5.02 -C, Paragraph 2, Subparagraph i and Article 13.11 of the Zoning Ordinance of the Village of Deerfield to allow the Mall Renovations to the middle portion of the Deerbrook Mall shopping center; and V'TMREAS, the President and Board of Trustees of the Village of Deerfield have detennined that substantial evidence supporting the Plan Commission recommendations was adduced at said public hearing, that the proposed amendment to the Special Use Planned Unit Development for the Subject Property fully complies with the requirements and standards set forth in Article 5.02 -C, Paragraph 2, Subparagraph i and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and that the best interests of the Village will be served by the authorization and approval of said amendment to the Special Use Planned Unit Development of the Subject Property as provided herein and in accordance with the plans, supporting materials and representations submitted and made by the applicant which are hereby incorporated and made a part hereof by this reference: NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the President and Board of Trustees do hereby affirmatively find that the amendment to the Deerbrook Mall Special Use Planned Unit Development as hereby authorized fully complies with the requirements and standards set forth in Article 5.01 -C, Paragraph 2, Subparagraph i and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 2: That the President and Board of Trustees do hereby authorize and approve the Mall Renovations described herein as an amendment to the Deerbrook Mall Special Use Planned I l , 4 t Unit Development in the C -2 Outlying Commercial District, subject to the conditions, regulations and restrictions set forth in Section 3 of this Ordinance. SECTION 3: That the approval and authorization of said amendment to the Deerbrook Mall Special Use Planned Unit development is granted subject to the following conditions, regulations and restrictions: A. The establishment, development, maintenance and use of said amended Special Use Planned Unit Development shall be in strict conformance with the plans and supporting materials attached hereto and made a part of tl-ds ordinance as Exhibit B hereof, and with all representations made and submitted by the Applicant to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield; B. Cross- Access Interconnection with Lake Cook Plaza: 1. Applicant shall cooperate with the Village and with the owners of the Lake Cook Plaza Shopping Center in planning, designing, establishing and operating a cross- access interconnection for the purpose of allowing motor vehicle access between the Deerbrook Mall shopping center and the adjacent Lake Cook Plaza shopping center consisting of. (i) modifying and improving the Deerbrook Mall on -site traffic circulation system to provide for a cross- access point of interconnection with the Lake Cook Plaza Shopping Center at the west property line of Deerbrook Mall and at the southerly property line of Lake Cook Plaza; (ii) modifying and improving the Deerbrook Mall on -site traffic circulation system to establish a cross - access point of interconnection with the Lake Cook Plaza shopping center north of the Jewel Store at a point of intersection of the Deerbrook Mall service alley with an east -west access driveway south of the future National City Bank site in Lake Cook Plaza; and, (iii) such work to be in accordance with the conceptual interconnection design attached hereto as Exhibit C. 2. Applicant shall grant perrilanent easements in a form approved by the Village Attorney authorizing mutual traffic movements between the Lake Cook Plaza Shopping Center and the Deerbrook Mall shopping center in accordance with the final interconnect design approved by the Village, which shall be in substantial conformance with the conceptual design attached hereto. Such easements shall be subject to reciprocal easement rights being granted by the owner of the Lake Cook Plaza shopping center in a form approved by the Village Attorney. In 3. Applicant shall submit final plans for Applicant's cross- access interconnection improvements for review and approval by the Village and the Northbrook Fire District. 4. Applicant shall construct Applicant's cross - access interconnection improvements in an orderly manner in accordance with a schedule approved by the Village. C. Continued compliance with the requirements of the Final Development Agreement(s) for the Deerbrook Mall Planned Unit Development and with the requirements of the Deerbrook Mall Planned Unit Development, as hereby amended. D. Compliance by the Applicant with all other applicable provisions of the Zoning Ordinance of the Village of Deerfield. SECTION 4: That the following exceptions from the strict compliance with the regulations of the Zoning Ordinance of the Village of Deerfield are hereby granted and authorized: in addition to the parking variations previously granted for the Deerbrook Mall Planned Unit Development, as modified by the addition of fifty -five (5 5) parking spaces in accordance with the amendment to the Deerbrook Mall Planned Unit Development hereby authorized, a further parking variation is hereby authorized and granted to reduce the required number of parking spaces for the Deerbrook Mall Planned unit Development as required to accommodate the final cross - access interconnection plan described herein, as approved by the Village Engineer and the Director of Corninunity Development. SECTION 5: That the approval of the amendment to the Deerbrook Mall Special Use Planned Unit Development as hereby authorized shall be binding upon and inure to the benefit of the Applicant, Applicant's successors, grantees, transferees and assigned, and any violation of this Ordinance or the conditions, regulations and restrictions set forth herein by the Applicant or its successors, grantees, transferees or assigns shall authorize the revocation of the Special Use as hereby authorized. -5- ' t ' i SECTION 6: 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 Applicant's expense. SECTION 7: 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 terns 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 8: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided. by law. PASSED this 7th day of November , 2005. AYES: Benton, Feldman, Rosenthal, Seiden, Struthers, Wylie (6) NAYS: None (0) ME ' 4_ 1 t EXHIBIT A TRACT A: THAT PART OF THE NORTHEAST % OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF THE NORTHEAST % OF SAID SECTION 4 AND THE CENTER LINE OF WAUKEGAN ROAD; THENCE WEST ON THE NORTH LINE OF THE NORTHEAST % OF SAID SECTION 4,193.80 FEET, SAID POINT BEING ON THE EASTERLY LINE EXTENDED NORTHERLY OF DOWNEY'S COUNTRY HOME ADDITION TO DEERFIELD, A SUBDIVISION OF PART OF THE NORTH' /z OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN; THENCE SOUTHERLY ON THE EASTERLY LINE OF SAID DOWNEY'S COUNTRY HOME ADDITION TO DEERFIELD, 1174 FEET TO THE SOUTHEASTERLY CORNER OF SAID SUBDIVISION; THENCE EAST PARALLEL TO THE NORTH LINE OF THE NORTHEAST % OF SAID SECTION 4,830.09 FEET TO THE CENTER OF WAUKEGAN ROAD; THENCE NORTHERLY ON THE CENTER LINE OF WAUKEGAN ROAD 1190.4 FEET TO THE POINT OF BEGINNING, (EXCEPTING FROM THE ABOVE TRACT OF LAND THE NORTH 60 FEET AND THE EASTERLY 50 FEET THEREOF DEDICATED FOR PUBLIC HIGHWAY), IN COOK COUNTY, ILLINOIS. TRACT B: THAT PART OF THE NORTH ' /z OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN LYING EASTERLY AND NORTHERLY OF THE NORTHERN ILLINOIS TOLL HIGHWAY DESCRIBED AS: COMMENCING AT THE POINT OF INTERSECTION OF A LINE 1576 FEET NORTH OF AND PARALLEL WITH THE EAST AND WEST % SECTION LINE OF SAID SECTION 4, WITH A LINE 33 FEET WESTERLY OF (MEASURED PERPENDICULARLY) AND PARALLEL WITH THE CENTER LINE (AS OCCUPIED) OF WAUKEGAN ROAD (FORMERLY STATE ROAD), THENCE WEST ALONG SAID LINE 1576 FEET NORTH AND PARALLEL WITH SAID 1/4 SECTION LINE 1622.35 FEET TO ITS POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD; THENCE SOUTH 25 DEGREES 13 MINUTES 30 SECONDS EAST ALONG SAID EASTERLY RIGHT OF WAY LINE 364.88 FEET TO ITS POINT OF INTERSECTION WITH THE NORTHEASTERLY RIGHT OF WAY LINE OF SAID TOLL ROAD; THENCE SOUTH 59 DEGREES 08 MINUTES 30 SECONDS EAST ALONG THE NORTHEASTERLY LINE OF SAID TOLL ROAD 737.445 FEET; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST, 433.887 FEET; THENCE NORTH 25 DEGREES 13 MINUTES 30 SECONDS WEST, 75.00 FEET; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST, 629,232 FEET TO ITS POINT OF INTERSECTION WITH SAID LINE 33 FEET WESTERLY OF AND PARALLEL WITH THE CENTER LINE OF WAUKEGAN ROAD; THENCE NORTH 27 DEGREES 07 MINUTES 05 SECONDS WEST ALONG SAID PARALLEL LINE 210.56 FEET TO THE POINT OF BEGINNING, TOGETHER WITH THAT PART, IF ANY, OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: A STRIP OF LAND LYING BETWEEN THE EAST LINE OF CHICAGO, MILWAUKEE AND ST. PAUL RAILROAD RIGHT OF WAY AND A LINE 33 FEET WESTERLY OF (MEASURED PERPENDICULARLY) AND PARALLEL WITH THE CENTER LINE (AS OCCUPIED) OF WAUKEGAN ROAD (FORMERLY STATE ROAD) NORTH OF A LINE 1576 FEET NORTH OF AND PARALLEL WITH THE EAST AND WEST % SECTION LINE OF SAID SECTION 4, AND SOUTH OF THE SOUTH LINE OF DOWNEY'S COUNTRY HOME ADDITION TO DEERFIELD AND SAID SOUTH LINE EXTENDED EASTERLY, A SUBDIVISION OF PART OF THE NORTH '/ OF SAID SECTION 4, (EXCEPT THAT PART OF THE NORTH Y2 OF SECTION 4), TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING EASTERLY AND NORTHERLY OF THE NORTH ILLINOIS TOLL HIGHWAY DESCRIBED AS: COMMENCING AT THE POINT OF INTERSECTION OF A LINE 1576 FEET NORTH OF AND PARALLEL WITH THE t I EAST AND WEST % SECTION LINE OF SAID SECTION 4 WITH A LINE 33 FEET WESTERLY OF AND PARALLEL WITH THE CENTER LINE (AS OCCUPIED) OF WAUKEGAN ROAD (FORMERLY STATE ROAD) THENCE SOUTH 27 DEGREES 07 MINUTES 05 SECONDS EAST ALONG SAID PARALLEL LINE 33 FEET WESTERLY OF SAID CENTER LINE 210.56 FEET; THENCE SOUTH 64 DEGREES 46 MINUTES 30 SECONDS WEST 629.232 FEET; THENCE SOUTH 25 DEGREES 13 MINUTES 30 SECONDS EAST 75.00 FEET FOR A POINT OF BEGINNING OF THE PARCEL OF LAND DESCRIBED HEREBY; THENCE SOUTH 64 DEGREES 46 MINUTES 30 SECONDS WEST 433.887 FEET TO A POINT OF INTERSECTION WITH THE NORTHEASTERLY LINE OF SAID TOLL HIGHWAY SAID POINT BEING 737.445 FEET SOUTHEASTERLY OF (AS MEASURED ALONG SAID NORTHEASTERLY LINE) ITS POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD; THENCE NORTH 59 DEGREES 08 MINUTES 30 SECONDS WEST IN SAID NORTHEASSTERLY LINE 13.773 FEET; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST 441.573 FEET; THENCE SOUTH 25 DEGREES 13 MINUTES 30 SECONDS EAST 11.43 FEET TO THE POINT OF BEGINNING), IN COOK COUNTY, ILLINOIS. TRACT C: PARCEL 1: THAT PART OF THE NORTH % OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING EASTERLY AND NORTHERLY OF THE NORTHERN ILLINOIS TOLL HIGHWAY DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF A LINE 1576 FEET NORTH OF AND PARALLEL WITH THE CENTER LINE (AS OCCUPIED) OF WAUKEGAN ROAD (FORMERLY STATE ROAD); THENCE SOUTH 27 DEGREES 07 MINUTES 5 SECONDS EAST ALONG SAID PARALLEL LINE 33 FEET WESTERLY OF SAID CENTER LINE 210.56 FEET; THENCE SOUTH 64 DEGREES 46 MINUTES 30 SECONDS WEST 629.232 FEET; THENCE SOUTH 25 DEGREES 13 MINUTES 30 SECONDS EAST 75.00 FEET FOR A POINT OF BEGINNING OF THE PARCEL OF LAND DESCRIBED HEREBY; THENCE SOUTH 64 DEGREES 46 MINUTES 30 SECONDS WEST 433.887 FEET TO A POINT OF INTERSECTION WITH THE NORTHEASTERLY LINE OF SAID TOLL HIGHWAY SAID POINT BEING 737.446 FEET SOUTHEASTERLY OF (AS MEASURED ALONG SAID NORTHEASTERLY LINE) ITS POINT OF INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD; THENCE NORTH 59 DEGREES 08 MINUTES 30 SECONDS WEST IN SAID NORTHEASTERLY LINE 13.773 FEET; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST 441.573 FEET; THENCE SOUTH 25 DEGREES 13 MINUTES 30 SECONDS EAST 11.43 FEET TO THE POINT OF BEGINNING, IN COOK COUNTY, ILLINOIS. PARCEL 2: THAT PART OF THE NORTH '/ OF SECTION 4, TOWNSHIP 42 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL, LYING EASTERLY AND NORTHERLY OF THE NORTHERN ILLINOIS TOLL HIGHWAY DESCRIBED AS COMMENCING AT THE POINT OF INTERSECTION OF A LINE 1576 FEET NORTH OF AND PARALLEL WITH THE EAST AND WEST % SECTION LINE OF SAID SECTION 4 WITH A LINE 33 FEET WESTERLY OF AND PARALLEL WITH THE CENTER LINE (AS OCCUPIED) OF WAUKEGAN ROAD (FORMERLY STATE ROAD); THENCE SOUTH 27 DEGREES 07 MINUTES 5 SECONDS EAST ALONG SAID PARALLEL LINE 33 FEET WESTERLY OF SAID CENTER LINE 210.56 FEET FOR A POINT OF BEGINNING OF THE PARCEL OF LAND DESCRIBED HEREBY, CONTINUING THENCE SOUTH 27 DEGREES 07 MINUTES 05 SECONDS EAST ALONG SAID PARALLEL LINE 818.02 FEET TO A POINT 398.48 FEET SOUTHEASTERLY OF THE INTERSECTION OF THE LAST SAID PARALLEL LINE WITH A LINE 559.06 FEET SOUTH OF AND PARALLEL WITH SAID LINE 1576 FEET NORTH OF AND PARALLEL WITH SAID % SECTION LINE; THENCE SOUTH 85 DEGREES 48 MINUTES 35 SECONDS WEST 855.62 FEET TO A POINT OF INTERSECTION WITH THE NORTHEASTERLY RIGHT OF WAY LINE OF SAID TOLL ROAD, SAID POINT BEING 813.39 FEET SOUTHEASTERLY OF MEASURED IN f, I E THE SAID NORTHEASTERLY LINE) ITS POINT OF INTERSECTION WITH SAID LINE 559.06 FEET SOUTH OF SAID LINE 1576 FEET NORTH OF SAID % SECTION LINE; THENCE NORTH 59 DEGREES 08 MINUTES 30 SECONDS WEST OF SAID NORTHEASTERLY LINE 622.355 FEET, TO A POINT 737.445 FEET SOUTHEASTERLY (AS MEASURED ALONG SAID LINE) FROM ITS INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE CHICAGO, MILWAUKEE, ST. PAUL AND PACIFIC RAILROAD; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST 433.887 FEET; THENCE NORTH 25 DEGREES 13 MINUTES 30 SECONDS WEST 76.00 FEET; THENCE NORTH 64 DEGREES 46 MINUTES 30 SECONDS EAST 629.232 FEET TO THE POINT OF BEGINNING, IN COOK COUNTY, ILLINOIS. �c Exhibit B Documents Incorporated as Part of the Amendment to the Deerbrook Mall Special Use Planned Unit Development for Renovations to the Middle Portion of Deerbrook Mall 1. Overall Site Plan by OKW Architects dated June 3, 2005, Exhibit 1. 2. Mall Area Landscape Plan by OKW Architects dated June 3, 2005, Exhibit 2. 3. Floor Plan by OKW Architects dated June 3, 2005, Exhibit 3 4. Existing Floor Plan by OKW Architects dated June 3, 2005, Exhibit 3B 5. Enlarged Site Plan by OKW Architects dated June 3, 2005, Exhibit 4. 6. Loading Dock Truck Access Site Plan by OKW Architects dated June 3, 2005, Exhibit 5. 7. Roof Plan by OKW Architects dated June 3, 2005, Exhibit 6. 8. Photometric Plan by OKW Architects dated June 3, 2005, Exhibit 7. 9. Existing and New Construction Overlay Plan by OKW Architects dated June 3, 2005, Exhibit 8. 10. Phasing Plan by OKW Architects dated June 3, 2005, Exhibit 9. 11. Photographs of Existing Plan by OKW Architects dated June 3, 2005, Exhibit 10. 12. East Elevation by OKW Architects dated June 3, 2005, Exhibit 11. 13. Elevation (inner east) by OKW Architects dated June 3, 2005, Exhibit 12. 14. Elevation (inner west) by OKW Architects dated June 3, 2005, Exhibit 13. 15. Elevation (south/inner south) by OKW Architects dated June 3, 2005, Exhibit 14. 16. Elevation (inner north) by OKW Architects dated June 3, 2005, Exhibit 15. 17. Typical Section at Storefront by OKW Architects dated June 3, 2005, Exhibit 16. 18. Typical Section at Loading Dock by OKW Architects dated June 3, 2005, Exhibit 17. 19. Material Cut Sheets for various light fixtures, planters, trash receptacles, benches and loading dock equipment marked as Exhibits 25 through 35, both inclusive. 20. Stormwater Management Report prepared by C. M. Lavoie & Associates dated May 16, 2005 Exhibit 36. 21. February 21, 2005 letter from Anthony J. Lewis, Director of Fire Prevention for the Northbrook Fire Department to Gil Magnelli re: Deerbrook Mall Turning Radius Site Plan, Exhibit 37. 22. Memoranda from Dan Brinkman of Gewalt Hamilton Associates, Inc. to Ms. Charlotte Sweetland re: Site Line Analyses Deerbrook Mall Reconfiguration dated June 3, 2005 and May 17, 2005, Exhibit 38. o' El Ll I OV yJ 0 hQ THE GREAT BEST BUY INDOORS I I I a= BED BATH & OFFICE MAX SPORTS BEYOND . . . . . . AUTHORITY JEWEL / OSCO DRUG �AWI.m I 4 fW f :1 10 WAUKEGAN ROAD OVERALL SITE PLAN N SCALE:* V =160' -0' Gv PLAN G o 80 160 TRUE DEERBROOK MALLRENOVATION RREEF MANAGEMENT Cctri, OKW Architects - DEERFIELD, ILLINOIS DATE:- JUNE 3,2005 PROJECT NUMEER'03158 EXHIBIT 1 fl 4 f 5, !/r_. 165 1Js 3V[ 3 SP 3 ck 24n1 3 c 3AB 13 h! 14h( PLANT LIST J Z CO Q U) BOTANICAL NAME COMMON NAME SIZE ORNAMENTAL TREES 6 AB AMELANCHIER EVERGREEN TREES 3 TS THUJA OCCIDENTALIS DECIDUOUS SHRUBS AUTUMN BRILLIANCE SERVICEBERRY 2.5" BB AMERICAN ARBORVITAE 8' HT.BB 9 BT BERBERIS THUNBERGII ATRO. 'NANA' CRIMSON PYGMY BARBERRY 24" BB 3 RC ROSA'CAREFREE WONDER' PINK SHRUB ROSE 24" BB 12 SP SPIRAEA JAPONICA'LITTLE PRINCESS' LITTLE PRINCESS SPIREA 4' BB 8 SY SYRINGA MEYERI'PALBIN' DWARF KOREAN LILAC 36" BB 15 VD VIBURNUM DENTATUM'CHICAGO LUSTRE' CHICAGO LUSTRE VIBURNUM 36" BB 117 hs EVERGREEN SHRUBS•, REPEAT YELLOW DAYLILY 1 GAL. 18 JS JUNIPERUS CHINENSIS'SEA GREEN' SEA GREEN JUNIPER 24" BB 36 TT TAXUS.MEDIA'TAUTONII' TAUTON YEW 24" BB 364 vm VINCA MINOR'BOWELS' PERIWINKLE 3" POTS ^,A. 0- aS- MALL AREA LANDSCAPE PLAN (� jN SCALE 1' = W -0' l�l (j TRUE PLAN DEERBROOK MALL RENOVATION RREEF MANAGEMENT OKW Architects ��� D E E R F I E L D, ILLINOIS DATE: JUNE 3, 2005 PROJECT NUMBER 03158 EXHIBIT - GRASSES & PERENNIALS 42 as ASTER'ANDENKEN AN ALMA POTSCHKE' PINK ASTER 1 GAL. 14 ck CALAMAGROSTIS'KARL FOERSTER' FEATHER REED GRASS 1 GAL. 33 cw CAMPANULA'WEISSE CLIPS' WHITE CLIPS BELLFLOWER 1 H.GAL. 29 gm GERANIUM MACRORRHIZUM BIGROOT GERANIUM 1 H.GAL. 117 hs HERMEROCALLIS'HAPPY RETURNS' REPEAT YELLOW DAYLILY 1 GAL. 33 he HEUCHERA'BRESSINGHAM BRONZE' PURPLE CORAL BELLS 1 GAL. 12 ms MISCANTHUS SINENSIS MAIDEN GRASS 1 GAL. 73 nb NEPETA FAASSENIPBLUE WONDER' BLUE WONDER CATMINT 1 GAL. 8 sa SEDUM 'AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. NOTE: PLANTER LANDSCAPING TO BE CHANGED SEASONALLY WITH MALL'S SEASONAL ROTATION. ^,A. 0- aS- MALL AREA LANDSCAPE PLAN (� jN SCALE 1' = W -0' l�l (j TRUE PLAN DEERBROOK MALL RENOVATION RREEF MANAGEMENT OKW Architects ��� D E E R F I E L D, ILLINOIS DATE: JUNE 3, 2005 PROJECT NUMBER 03158 EXHIBIT LL E 71 0 r EXISTING CURE EXISTING CURB LINE OF EXISTING ENTRY FEATURE ABOVE .x LEGEND Ex INDICATES ELEVATION 0o EXIBIT NUMBER ® MALL DIRECTORY ® BENCH SEATING p TRASH RECEPTACLE �® MOVEABLE PLANTERS -« LIGHT POLE FIXTURE EXISTING. BUILDING NEW SPACE EXISTING NOT IN SCOPE OF RENOVATION EXISTING MALL SERVICE AREA EXISTING MALL SERVICE CORRIDOR NEW MALL SERVICE CORRIDOR �i 0,4A. Q - OS -1ic0 FLOOR PLAN q N SCALE r 0'-0 = 4' s t �'7� • 7 d"- 0 10 20 40 TRUE FLAN DEERBROOK MALL RENOVATION RREEF MANAGEMENT OKW Architects DEERFIELD, ILLINOIS SATE. JUNE 3, 2005 PRaECT NUMBER 03158 EXHIBIT 3 �y i' EXISTING CURB .- 1 - EXISTING MALL SERVICE SPACE-/ EXISTING VACANT RETAIL EXISTING EXISTING VACANT VACANT RETAIL RETAIL EXISTING VACANT XISTI TJ MAXX RETAIL ACAI �T,,,, ULTA FAMOUS FOOTWEAR CORRIDOR EXISTING RETAIL EXISTING VACANT RETAIL TRANSFORMER EXISTING VACANT RETAIL ❑ EXISTING VACANT EXISTING EXISTING EXISTING EXISTING VACANT VACANT !THEATER RETAIL RETAIL CORRIDOR EI I lv-EXISTING CURB i t , `E�J i CONNIE PAGANO RISTORANTE ABRUZZO I KUHN'S DELICATESSEN BOSTON MARKET - LINE OF EXISTING ENTRY FEATURE ABOVE BEST BUY NO WORK ce) 7T7 7 EXISTING FLOOR PLAN SCALE. 1 • = 40'-0 �! 0 10 20 40 TRUE PLAN DEERBROOK MALL RENOVATION RREEF MANAGEMENT CC , OKW Architects DATE- JUNE 3, 2005 PROJECT NUMBER, 03158 D E E R F I E L D, ILLINOIS EXHIBIT 3B L Lm EXISTING JOY OF THE GAME d EXISTING NATIONAL �\ TIRE BATTERY 2 \ 2 R z\ OO ■ EXISTING PARKING NO CHANGE EXISTING ENTRANCE DRIVE EXISTING PARKING NO CHANGE 360' -T RS PROJECT TABULATION THEATER BUILDING 15,465 S.F. TO BE REMOVED RETAIL TO BE 8,841 S.F REMOVED ENCLOSED 24,963 S.F CORRIDOR SPACE TO BE REMOVED NEW MALL SERVICE 2,090 S.F. SPACE (STORAGE & RECEIVING AREA) NEW RETAIL SPACE 5,783 S.F. NEW OPEN 14,414 S.F. CORRIDOR SPACE NEW ADDITIONAL 55 PARKING STALLS (2 HANDICAP) TABULATION SUMMARY TOTAL SPACE TO (49,269 S.F) BE REMOVED TOTAL NEW SPACE ' 7,873 S.F ENLARGED SITE PLAN m V[^' SCALE: 1'= 60•-T l� 0 15 30 60 TRUE PLAN DEERBROOK MALL RENOVATION RREEF MANAGEMENT CC OKW Architects — DEERFIELD, ILLINOIS DATE JUNE 3, 2005 PRQIECTNUM9ER03,58 EXH I BIT 4 Ex CL EX CU 8 u ot'-.o- LUAL)INU UULR N TRUCK ACCESS SITE PLAN 0 SCALE: 1' = 30' -0' 0 5 15 30 TRUE PLAN DEERBROOK MALL RENOVATION RREEF MANAGEMENT CC WJOKW Architects DEERFIELD, ILLINOIS DATE: JUNE 3. 2005 PRO IECT NUMBER, 03158 EXHIBIT 5 7 EXISTING STANDING SEAM HIP ROOF CONSTRUCTION TO REMAIN 0 —65"4�F F 8 -1 16 a.�L ROOF PLAN v N SCALE: r = 4a-0' G G 0 10 DEERBROOK MALL RENOVATION . RREEF MANAGEMENT CC OKwArchitects 20 40 TRUE PLAN DEERFIELD, ILLINOIS DATE: JUNE 3,20D5 PROJECT NUNBER03158 EXHIBIT 6 it . wt ■ ■ ■ ■ r r ■ ■ ■ 2 2 1.7 2 1.8 2.2 1.2 1.9 11.6 2.4 1.6 2.4 1.2 1.8 1.0 1.6 0.7 0.8 Luninaire Schedule Project: All Pro 'ects Symbol Ot y Mounting Hei ht Arran event Lunens LLF Description Total Watts M� 2 26 FEET DDUBLE 180' 36000 0.720 LSI CT2V 5 400 MHR C7 916 3 8 FEET DOUBLE 180' 6400 LURALINE HL301 P2 CPR SIL 242TE/P 84 -. 46 8 FEET WALL MOUNT 3200 LURALINE HL301 UWM CPR SIL 42TE /O 42 -a 2 14 FEET WALL MOUNT 36000 COOPER LIGHTING /LUMAP.K WL WAL -PAK 400 . O ES° Pin-u!-T7-T PHOTOMETRIC PLANK SCALE: 1' = 50' -0' l�l 0 25 50 TRUE PLAN DEERBROOK MALL RENOVATION RREEF MANAGEMENT OKwArchitects DEERFIELD, ILLINOIS PROJECT NUMBER 03158 DATE JUNE 3.2005 EXHIBIT EXISTING CURB '40. J.'# . - \)- EXISTING CURB EXISTING & NEW CONSTRUCTION OVERLAY PLAN 41 N SCALE- 1"a a7-V {vim 0 10 20 40 TRUE PLAN DEERBROOK MALL RENOVATION RREEF MANAGEMENT ` - oicwArcnitects OVERLAY PLAN DEERFIELD, ILLINOIS DATE: JUNE 3,2005 PROJECT NUMBER: 03158 EXHIBIT 8 f.I. r SPORTS AUTHORITY T.J. MAXX Ej THEATER EXISTING PLAN I BEST BUY SCALE: r- mr- ' SPORTS AUTHORITY BARRICADES r: ` D PEDESTRIAN ACCESS CONSTRUCTION ACCESS T.J. MAXX 1 AREA OF WORK -j 7, PHASE If I BEST BUY SCALE 1-= 10(r-0' ULTA FAMOUS FOOTWEAR a 1� a� I 00 KEY PLAN ?J OPEN ENTRANCES S ULTA NORTHERN PORTION OF MALL. 2� CLOSE OFF SOUTH ENTRANCES 8 BARRICADES AREAS OF WORK. ,22) RENOVATE EXISTING TOILET �3- RELOCATE TENANTS. FAMOUS @ DEMOLISH THEATER & SOUTHERN FOOTWEAR RETAILSPACE. I 00 KEY PLAN SPORTS AUTHORITY i' BARRICADES RENOVATE SOUTH ENTRANCE - & SOUTHERN PORTION OF MALL. = PEDESTRIAN ACCESS ULTA CREATE RETAIL SPACES. `J _ COMPLETE SITE WORK. `` rY CONSTRUCTION ACCESS 1 FAMOUS T.J. MAXX = =— FOOTWEAR T. ;1 I. n SI i AREA OF ORK } PHASE III BEST BUY SCALE 1"= l0(T4r — — — KEY PLAN DA-A . 0 - C)s q Le DEERBROOK MALL RENOVATION i�iT:�_ RREEF MANAGEMENT = < oKw Architects PHASING PLAN DEERFIELD, ILLINOIS DATE JUNE 3, 2005 PROJECT NUMBER: 03158 EXHIBIT 9 J . SPORTS AUTHORITY � CREATE TEMPORARY ENTRANCE TO T.J. MAX). `- EXISTING TOILET ROOMS t�� ,22) RENOVATE EXISTING TOILET BARRICADES j`°- ROOMS IN FORMER TENANT SPACE TO COMMON AREA TOILE ULTA ROOMS. PEDESTRIAN ACCESS j RELOCATE TENANT. TEMPORARY ENTRY j f CLOSE OFF ENTRANCE. BARRICADE AREAS OF WORK. !i FAMOUS T.J. MAXX FOOTWEAR REDIRECT FIC t' S THROUGH EXISTING NGISOUTH ENTRANCES. AREA OF WORK RENOVATE NORTHERN PORTION -- OF MALL & MAIN ENTRANCE. ?3 CONSTRUCT NEW TJ.MAXX ' ENTRY. I THEATER PHASE I BEST BUY SCALE I"- 109-V I I I I I I I I KEY PLAN SPORTS AUTHORITY i' BARRICADES RENOVATE SOUTH ENTRANCE - & SOUTHERN PORTION OF MALL. = PEDESTRIAN ACCESS ULTA CREATE RETAIL SPACES. `J _ COMPLETE SITE WORK. `` rY CONSTRUCTION ACCESS 1 FAMOUS T.J. MAXX = =— FOOTWEAR T. ;1 I. n SI i AREA OF ORK } PHASE III BEST BUY SCALE 1"= l0(T4r — — — KEY PLAN DA-A . 0 - C)s q Le DEERBROOK MALL RENOVATION i�iT:�_ RREEF MANAGEMENT = < oKw Architects PHASING PLAN DEERFIELD, ILLINOIS DATE JUNE 3, 2005 PROJECT NUMBER: 03158 EXHIBIT 9 J r i r t lip EXISTING PHOTO OA , o,os PHOTOGRAPHS DEERBROOK MALL RENOVATION RREEF MANAGEMENT _ OKW Architects OF EXISTING Q. DEERFIELD, ILLINOIS DATE JUNE 3. MM ppWECT NUMBER 03158 EXHIBIT 10 • a ..... ... .. ..... -.. .. - .. .. ... ., ... .,_ .. .. _.. ter- . _ � ...;. -*' y._ a> _:__._ :. DEEj jR QOK .. - J � w.uom.wa eo►nwrsrau�o — - 144DfTµMC[ - f.-- i — ns*aui_+a u o " amomFaatwe.i lip EXISTING PHOTO OA , o,os PHOTOGRAPHS DEERBROOK MALL RENOVATION RREEF MANAGEMENT _ OKW Architects OF EXISTING Q. DEERFIELD, ILLINOIS DATE JUNE 3. MM ppWECT NUMBER 03158 EXHIBIT 10 El 71 71 71 d,-,-- 7-1 il EXISTING NEW STOREFRONT ENTRY. , DOSTING - J " EXISTING RENOVATED ENTRY EXISTING �.r i - - - v. - - - - -- - _ - - 77 : - f- ; .. .. :.:. ate.. ,0. G EXI.ROOF -:00.. - . .,. _::;,:• -'-' .'�'_ _i 693'- 7f2' 1 +361112 ti! . r t J - I r t. .r _ e .. . r v _ L: 1 I , EXISTING PARTIAL EAST ELEVATION SCALE: 1116' =1' -0' THIS EXISTING ENTRY FEATURE TO BE DEMOLISHED NOTES: OFABRIC AWNING O6 NEW SIGNAGE O2 LIGHT FIXTURE O EIFS ACCENT COLOR BM # 1591 3O FACE BRICK O EIFS ACCENT COLOR BM # 1160 OCAST STONE O EXISTING SIGN TO BE REUSED OEIFS FIELD COLOR BM # 919 O EIFS CORNICE COLOR BM # 697 OEIFS ACCENT COLOR BM # 1046 O STANDING SEAM METAL ROOF OPREFINISHED STOREFRONT ' BM DENOTES BENJAMIN MOORE t I I I 1 I' I I EAST ELEVATION (CONTINUED) / PARTIAL PLAN SCALE: 1/16' =1'-0' T.J. MARX ENTRANCE SHOWN BEYOND 213'4" BACK 1 I I i I -- i -- i dAA_ 0- �vt�wAVrCR n tJ.MAOI UEEEEEfi9 sear our ' ALL EIFS TO BE SANDBLAST FINISH KEYPLAN • REFER TO MATERIAL BOARD FOR MATERIAL SAMPLES I. SCALE: NOT TO SCALE DEERBROOK MALL RENOVATION RREEF MANAGEMENT' OKW Architects ELEVATION (EAST) DEERFIELD, ILLINOIS DATE: JUNE 3,2005 PROJECTMJHBER.-03158 EXHIBIT 11 Tl PARAPET s Y 677" JV - - ... -� W i 0 L r NOTES: Oi FABRIC AWNING O NEW SIGNAGE OLIGHT FIXTURE 9O EIFS ACCENT COLOR SM # 1591 3O FACE BRICK O EIFS ACCENT COLOR BM # 1160 OCAST STONE II EXISTING SIGN TO BE REUSED O EIFS FIELD COLOR BM # 919 O EIFS CORNICE COLOR BM # 697 OEIFS ACCENT COLOR BM # 1048 O STANDING SEAM METAL ROOF OPREFINISHED STOREFRONT BM DENOTES BENJAMIN MOORE • ALL EIFS TO BE SANDBLAST FINISH • REFER TO MATERIAL BOARD FOR MATERIAL SAMPLES saoms Nmowrr LJ. Y7JR C6- 4L P Off, a- �� �.� MYPLM �✓ SCALE: NOT TO SCALE DEERBROOK MALL RENOVATION RREEF MANAGEMENT= OKWrchitects ELEVATION (INNER EAST) DEERFIELD, ILLINOIS DATE: JUNE 3. 2005 PROJECT NUMBER: 03158 EXHIBIT 12 w ■ ■ ■ : ... ...M1 -..1 +.. .. - .. , .. .. .. - _ p t - f3 _. .... �_ EXIST. ROOF„ - - -� , d. r � Vic,= '� .-,� `' n., � -•�_ :! - _ t Oi FABRIC AWNING ` I tO LIGHT FIXTURE 1. _ - t f _ EIFS ACCENT COLOR BM 0 1591 - 1 O EIFS ACCENT COLOR BM of 1160 O . CAST STONE 11 EXISTING SIGN TO BE REUSED OEIFS FIELD COLOR 9M # 819 O ' OEIFS ACCENT COLOR SM k 1046 O - " E i, bl_ L:- r- c. I I PREFINISHED STOREFRONT O I I I • BM DENOTES BENJAMIN MOORE 1 ' ALL EIFS TO BE SANDBLAST FINISH h � r - ,- ,,. F Tz ' REFER TO MATERIAL BOARD FOR MATERIAL SAMPLES i � NEW IJTILI7Y BRIDGE BEY _ '_- - r- - J t a f xx b 7 a� TTS 1 }; 5 �. � �- �.. �.. S r a_ Al W � � ti > PARAP �, � �_ yp�II r _ _ ,- •_ _ _ . :. ...:....._ . ..._ _... .. r.;. a,_ ...< ._ ..,._- u. _ - x..._. __ _, ,.�. -- . _. _ _ , _ - >.., _ ..._. -' - .. ._ — -- E -- -- - .. « .�� <.. �-,, ,t, -.tom•, _ ... , _ _.- �.. 2. INNER WEST ELEVATION / PARTIAL PLAN 4 SCALE: 1116' =1'-0• NOTES: Oi FABRIC AWNING O NEW SIGNAGE tO LIGHT FIXTURE O9 EIFS ACCENT COLOR BM 0 1591 OFACE BRICK O EIFS ACCENT COLOR BM of 1160 O . CAST STONE 11 EXISTING SIGN TO BE REUSED OEIFS FIELD COLOR 9M # 819 O EIFS CORNICE COLOR BM # 697 OEIFS ACCENT COLOR SM k 1046 O STANDING;SEAM METAL ROOF I PREFINISHED STOREFRONT O • BM DENOTES BENJAMIN MOORE ' ALL EIFS TO BE SANDBLAST FINISH ' REFER TO MATERIAL BOARD FOR MATERIAL SAMPLES 2 7 i —< 4 4'> %--< 5 0•V nl%an lug VVIUC \ VMViRM A R J. a /� � Qf{!}b sESTew INNER WEST ELEVATION (CONTINUED) / PARTIAL PLAN O� " tt (� a KMLAN SCALE. 1116"= l'-V a6' / 8 I i SCALE: NOT TO SCALE DEERBROOK MALL RENOVATION, RREEF MANAGEMENT oKWArchitects ELEVATION (INNER WEST) DEERFIELD, ILLINOIS DATE: JUNE 3,2005 PROJECTNUA4BER03158 EXHIBIT 13 p w, iy 2 5 DASHED LINE INDICATES-- EXIT TING ROOF V­ e;7. f— — — — — — — — — -- 77777T . .. ..... . 0- a A* . ........ �--OA EXISTING DOOR EXISTING DOOR EXISTING TRANSFORMER SOUTH ELEVATION PARTIAL PLAN SCALE: 1116'- 11-01 aM N AMA ell rIAZ a _6 • � ;a _;y4z at 5M! 'm _?,g! Ft A p� Qm ISTING -mo -WE Will IT" —k wggv Tk� Wl� - . I . . . . . . . . WORK 0 24 Ell Wit: I -j 16 -a 4 MALL DIRECTORY II I II I II T/EXIST. STONE 657'•6" ( +2' -0„) - INNtK 5UUTH ELEVATION / PARTIAL PLAN SCALE: 1116'= 1' -0' -ORTS \ AUTHOFUTY C;5, xot KEYPLAN SCALE: NOT TO SCALE ELEVATION DEERBROOK MALL RENOVATION RREEF MANAGEMENT OKW Architects (SOUTH INNER SOUTH) DEERFIELD, ILLINOIS DATE: JUNE 3, 2(105 PROJECT NUMBER, 03158 EXHIBIT 14 ''H P. ROOF.' 688`-0'-(t3Z-6) T1 PARAPET 67T-10'(+27-4-) 77 - - - -- - - M T1 EXIST. ROOF 674'•9'( +19'•3 ") L TISTOREFRO 655' -6' ( +10'•0")`. !.-:1*-_—N TfEkIST. STONE %6"(+24r) VEXI STING SLAB \ENTRANCE 655'-6" ((Y TO SERVICE AREA BEYOND 60' BACK . I . . . . . . . . WORK 0 24 Ell Wit: I -j 16 -a 4 MALL DIRECTORY II I II I II T/EXIST. STONE 657'•6" ( +2' -0„) - INNtK 5UUTH ELEVATION / PARTIAL PLAN SCALE: 1116'= 1' -0' -ORTS \ AUTHOFUTY C;5, xot KEYPLAN SCALE: NOT TO SCALE ELEVATION DEERBROOK MALL RENOVATION RREEF MANAGEMENT OKW Architects (SOUTH INNER SOUTH) DEERFIELD, ILLINOIS DATE: JUNE 3, 2(105 PROJECT NUMBER, 03158 EXHIBIT 14 1 I �1 I I . i 1 I INNER NORTH ELEVATION / PARTIAL PLAN ME I ---- - - - - -J L----- - - - - -J L------ - - - -J: L -------- J L----- - - - - -J L - -- — . - - - =— NOTES: I FABRIC AWNING z LIGHT FIXTURE FACE BRICK Q CASTSTONE EIFS FIELD COLOR BM # 919 6 EIFS ACCENT COLOR BM # 1046 PREFINISHED STOREFRONT a NEW SIGNAGE EIFS ACCENT COLOR BM # 1591 OEIFS ACCENT COLOR SM # 1160 O EXISTING SIGN TO BE REUSED O EIFS CORNICE COLOR BM # 697 OSTANDING SEAM METAL ROOF AUTKOFM ' BM DENOTES BENJAMIN MOORE If ALL EIFS TO BE SANDBLAST FINISH • I ' REFER TO MATERIAL BOARD FOR INNER NORTH ELEVATION (CONTINUED) / PARTIAL PLAN MATERIAL SAMPLES w ELEVATION OF RENOVATED BEST BUY WALL /PARTIAL PLAN SCALE. 1f16' =1' -0' _ SCALE 1116'= V-0' d � I. n EST W CC U+ KEYPLAN SCALE NOT TO SCALE DEERBROOK MALL RENOVATION% RREEF MANAGEMENT ��` '� � oiNV Architects ELEVATION (INNER NORTH) DEERFIELD, ILLINOIS DATE: JUNE 3. 2005 PROJECT NUMBER: 03158 EXHIBIT 15 J O OSTANDING SEAM METAL ROOF AUTKOFM ' BM DENOTES BENJAMIN MOORE If ALL EIFS TO BE SANDBLAST FINISH • I ' REFER TO MATERIAL BOARD FOR INNER NORTH ELEVATION (CONTINUED) / PARTIAL PLAN MATERIAL SAMPLES w ELEVATION OF RENOVATED BEST BUY WALL /PARTIAL PLAN SCALE. 1f16' =1' -0' _ SCALE 1116'= V-0' d � I. n EST W CC U+ KEYPLAN SCALE NOT TO SCALE DEERBROOK MALL RENOVATION% RREEF MANAGEMENT ��` '� � oiNV Architects ELEVATION (INNER NORTH) DEERFIELD, ILLINOIS DATE: JUNE 3. 2005 PROJECT NUMBER: 03158 EXHIBIT 15 LUI.� d z + O 0 p 2 Q O „0-,Z U) U W Z 9 Z z Q w UO EE F- L¢ v -,zz Imo' z 1 CV N J Z LL1 + � Z d J 0) W >J LU Q - C) ui Cn z Q ' U) LL W coo p LU C/) Z= W (� Q H CD LUI.� d z + O 0 p 2 Q O „0-,Z U) U W Z 9 Z z Q w UO EE F- L¢ v -,zz z 1 CV Z z � Z d J 0) W Q U LU + H . ui z z U) CV W C/) p ( C/) Z= W (� Q H CD �, U LUI.� d z + O 0 p 2 Q O „0-,Z U) U W Z 9 Z z Q w UO EE F- L¢ v -,zz W Z 0 O U) N X LLJ ti H 7 J p Cn O W t H CC) ..0-.Z ' U Q 1 Z O�/ c � LL ��L/ O z w(n V Z Q O Q w ° LL U) w J - w Q N U iii (I- 5- ice- C/) Z O Q O, Z J J Y O 0 m 0 ul 2 z F U w C CL 0 r w z ui 0 m W M, O J J 0 LU LL Of LU M z 1 z z O i1 I- o r- U LL c0 Q � U Z Z� z X_ v Z ± Z — z LL O cfl LU QZH JI I— Cfl m (o F- Q > J ..0-,01 W Z 0 O U) N X LLJ ti H 7 J p Cn O W t H CC) ..0-.Z ' U Q 1 Z O�/ c � LL ��L/ O z w(n V Z Q O Q w ° LL U) w J - w Q N U iii (I- 5- ice- C/) Z O Q O, Z J J Y O 0 m 0 ul 2 z F U w C CL 0 r w z ui 0 m W M, O J J 0 LU LL Of LU M [fBWmG� t/iilpA T /PARAPET 000 -0 k-u -V f TYPICAL SECTION AT LOADING DOCK O SCALE: 1 /2" =1' -0" �? s DEERBROOK MALL RENOVATION RREEF MANAGEMENT cc OKw Architects DEERFIELD, ILLINOIS EXHIBIT 17 DATE: JUNE 3, 2005 PROJECT NUMBER: 03158 I w . PEDESTRIAN WALL MOUNT LIGHT FIXTURE: Manufacturer: Luraline Model Number: Helos HL301 UWM t- or alternate unrsnes, see color cnart on page -t. HUC 10' W, 19' H; 19' E, 14 -1 Incandescent tamping: Accepts one 100W MaxirnumA19 orA1HAL lamp. Fluorescent lamping': (- 13Q/0) includes one 13W CF lamp with 120 VoIL -NPF magnetic ballast, housed in oversized canopy (adds 2" to E dimension). For electronic 120 rftru 277 Volt ballast, add suffix E (- 130E10) - adds 2" to E dimension. Also available Oth one 18W, 26W, 32W or 42W lamp (- 18QE/0, - 26TE10, - 32TE10, - 42TE10). H.I.D. tamping: Includes one 50W medium -base High Pressure Sodium (- 1-1541R) or Metal Halide WSO /R} lamp with remote - mounted (1R) dual -tap 120127; Volt1HPF magnetic ballast, Please ADD desired Diffuser, Finish and Light Source codes to catalog number when ordering. Example: HL302 UWM CPR FS •26TE10 EXHIBIT 25 PEDESTRIAN POLE MOUNT LIGHT FIXTURE: Manufacturer: Luraline Model Number: Helos HL301 P2 HL301 P2 - 10' W, IT H, 37- E _ j• - . Slips S' O.D. PX Series post -order separately -see page 9. Incandescent tamping: Accepts trio 100W Maximum A19 or ANAL lamps. - Fluorescent tamping: (- 2130IP) includes two 13W or 22W (- 222Q/P) CF lamps with 120 VoIVNPF magnetic ballasts, housed in 3" O.D. post (minimum I. L 2 -314" I.D. required). For 13W HPF, add suffix H for 120 Voh (•213QH1P) or 1277 for 277 Volt (- 21412771P). For electronic 120 thru 277 Voit ballast, add suffix E (- 213QE1P). Also available vM11 tiro 18W, 26W. 32W or 42W lamps (- 218QEIP. •226TEIP, - 232TEIP, - 242TEIP). H.I.D. lamping: Includes hvo 50W medium -base lamp with magnetic ballasts, housed in 3" O.D. post (minimum 2 -314" I.D. required). (- 2H501P) High Pressure Sodium (120 VolVNPF only) or (- 2M501P) Metal Halide (120 Volb`HPF). For 277 Volt"HPF add suffix 1277 (- 2M50/277/P). Please ADD desired Diffuser, Finish and Light Source codes to catalog number when ordering. Example: HL302 P2 SE WH•242TEIP 3" O.D. ARCHITECTURAL -GRADE POSTS (with hand hole) - Alumitu rn with. 125' mall PX8 3" O.D. x 8 FT - Direct Burial - minimum 24" depth recommended PXB8 Base Mounted - 6 -W8" bolt circle (1/2" x 10" anchor bolts supplied) PXBC8 Base Mounted with Cover - 6 -318" bolt circle (112'x 10" anchor bolts supplied) D A . 0 EXHIBIT 26 PARKING LOT I Manufacturer: Model Number: Color: Lamps: 2OL-MOUNTED LIGHT FIXTURE: LSI Industries Citation II , CT2V, Double 180 degrees Black 400 watt Metal Halide A WIDE VARIETY OF OPTICAL CHOICES M Flaidensed fixtures .. _ "= meet IESM1ll: toll ;. rutoif classlficalion. CITAi1ON LARGE HORIZONTAL BURL! CITATION MEOIUGI HORIZONLU BURN Vertical Bum utilizing a sag lens. Vertical Burn fixtures control light output and distribute light more evenly over a larger area. High- perorman r.. mule :aca_ r- flaciu5 surround the :' :r:ir•. =.!ly o: i =_wed lump to deliver brilliant 11ghi End prlrhde m;r..inuut lighting dishibutien and ur.ifn^ airy 7ni3 cieates better "=_, =-ability" jinn" eifi: enc using ie'.%V h res, thus lo::enng yew !Dial cost of ox'n_rsaip e Greater liPubilud d;ectaenass. rn:; eiti•:iery «13th fes;ar 'ix;ures e Lower e1lefCy 01315., o Lower installa -lar costs ,m Lower tool cust u uvrllcr S.rip 11 1. BURN When your! uing requirements include sharp cuto ntin*ee's with a high degree ollight con 1, sp.cily Horizontal Burn. U :ili. >irn a c Lr s. hn :izrnt :d Ia;tp o;i_;r..atiol, a:h: bight; umanc., mdti -ixtad :eilsrxs Haitontal nn ii: +ture5 aIIC:'.• ytJ tc pa:? moradir. emphesisonground.N•nrrt_ rtilho -j: irificing pnifrrnity • Pah, 1. share cutoff ilhanir,nion - n:E. IHNA full cutoff dessi(i:_tia1: • EA- rent `::4 a -3s tsilil Sari: l og raauira nerls 0AJ LAO �• � i9.3 �, �a EXHIBIT 27 HOUSING Un-- pl = ;:= aluiniriun+ lu)uSiill r a;;:ilah!5 i;: •;urai.:;leiiiu:n :;EI13ii) > ttilr ;ll?!lary finish-_J genet; provide 3 clean, Si `fJ appb!aran6B, incrEas rl r:ead:er- tigfrt i:;irr.;iru;aior +. LENSIGASKET Cleo;• flat tenliie.ed glass lans fir sag Tell-1pared glass laps is seated to The housing with an EPDPi gasket to prevent enliy I nioisnire and insects LIGHT SOURCES Designed 10 operate avid, either a Pulse -Stan Rietal Halide: Super FAetal Halide. Super Metal Halide Reduced Envelope: Metal Halide; PAeial Halide Reduced Envelope or High Pressure Sodiurn lamp with moaul -tease sockets. A clear lamp is supplied as standard. 1100° erruy uy nalw, ui yruullu le-rnupnry FIXTURE SHOWN. with a special re-lamping tool. Ground Cr2V GranaN ri re- lamping is only possible on Vertical Burn Citation II fi>aures. The Citation Series offers a wide variety of reflector choices to meat your needs, Nate: N :4:us re %error nmdel:; a'n ptatai:aril u; U S. PaiaR Garr' =1378 BALLAST IS :i:;:il;irrFj Iii' �,(II j� i:f u }I: It.�lln. [;all;i;t u, msu:r:r:r in tli1 :• I':a!!s;ina BR4CKETS r'sluuifth:ru dolt -tilt Lrir ;r:i C; sl iptv�a ::I:;naarrl f? 1„ ' :. fi" :•: G.. tit'. mall nli r; if l5, t 1,',. IT 1:8' rill m c"iAln: models, 2 U i" x G' x 1" nit larce +11ndEIS;. QPtionai 6 bracket is F.,:ailab!e for single a;00190 unfigwaGons INTERNAL FITTERS Upyriidiny to the Citation Series is easy and cosi- efficient viiih one Of LSI's patenied ittema! Fitters Us. Patent No. 5 5,99.094). For existing =l- or 5" square poles, insert an Internal Fitter in the pole, and turn to tighten. os/ options: CITATION II (CT2H) CITATION II (CT2V) HORIZONTAL LAMP/FLAT LENS OPTIONS VERTICAL LAMP/SAG LENS OPTIONS TYPE 3 TYPES FORWARD THROW TYPE $ D � Please visit our vveb site at vnrray.isi- indushies.com for detailed ahatom data. .d Optional Ground Re- Lamping A etvuri re-larrpfng option is availahie fprVertica! nun: Cintiuii it fixtures w: Ti Itnvar pose a'ichts. o. speci "I ground re- larnpinD tool opens and b-2ses the unit, in additio.n to rerlio%ii;lg and replacing the lain);, making ra- fanning re;nariably eas7. M NO bTt:ei IFIX" Or hddeis aer,3ssary ■ 1v0 -)6ad fog ?hE adder) expel -se of hiring an DutiiOG t'Ontracicr n Niaxin'um v:d leagth of 15• Pulse -Start Metal Halide Lamps V':'ir F ;,Isa•Start r,:etttl Aa)fde ertips, you rail Enjoy tine'.•,fiiie light of fvietal Halide' 36�ni: tvi a'• ihr-- anergs' c?iiCicn_; ,g71 i Tutee "C maintc'ra:7cc of i ligh Pressure S' diun7. t:resirl_•r t:8t _lE %ft; COMPARE ® L­-'=" arllz Isgg Ind t0 31.0.50 ho;;rs} o ivi.;rE kirrz.rr r_r ■ L Tar lure_ t maintananre lot more h ht 0. ?i: *, over Ine N- proved r ;l;r s-Labilir•; and less Color Shift m + "Star warn-,up -y.. CITATION MEDIUM (CTM) TYPE S ,t.. r I t fi"`'d ' ifc.. :. PULSE -START CASE STUDY 400 CINA 320 Super CNfA t6tandard 161.1.1 IPuise -Start) Ise -3tart 365 Watts l Halide 26,400 0 -110 5-750 - Total Savings = S30 X 20 = S600 Per Year Forever! &.6)9.4 EXHIBIT 27 PARKING LOT LIGHT FIXTURE POLE: Manufacturer: LSllndustries Model Number: 511 Steel Square Poles, 245 high Color: - Black POLE SHAFT - Pole shaft is electro- welded ASTPA -A500 Grade C steel tubing with a minimum yield strength of 50.000 psi. On Tenon Mount steel poles, tenon is 2 -3!c" Q.D. high - strength pipe. Tenon is 4.3/4" in length. Straight pales are 4 ". 5 ". alld G" square. HAND -HOLE - Standard hand -hole location is T?" above pole base. Hand;lole size is 2•' r. 4 ". Pales 22' and above have a 3" x 6•' reinforced hand -hale. BASE - Pole base is ASTM -A36 hot - rolled steel plate Apish it minimum yield strenych of 36,000 psi. Two -piece square hasp cover is optional. ANCHOR BOLTS - Poles are fumished w th anchor bolts featuring zinc - plated double nuts and ordshers. Galvanized anchor bolts are optional. Anchor bolts conform to ASTf:4 -A36 avith a minimum yield strength of 36,000 psi. GROUND LUG - Ground lug is standard. DUPLEX RECEPTACLE - Mlealilerproof duple:: receptacle is optional. GROUND FAULT CIRCUIT INTERRUPTER - Ground fault circuit interrupter is optional. FINISHES - Each pole is finished with LSI's DuraGrip- baked -on polyeswr-pws der finishing process to give the pole an Exceptionally atVactive appearance. The process electrostatically applies and thermally fuses a polyester powder to the pole. This unique protection process provides an extremely smooth and uniform finish which withstands a ctreme weather changes .vithout cracking or peeling. DuraGriD finish features a two-year limited warranty. Standard finish colors available for poles are bronze, black, platinum plus, buff, white, green, and graphite. Optional DuraGrip" Plus features added protection with a 3.0 to 5.0 mil thickness of polyester - powder finish plus an inner coating. This specially developed inner coating is a thermal plastic hydrocarbon resin applied to the inside of the pole to seal and protect against atmospheric and corrosive matter. DulaGnp Plus finish features a five -year limited warranty. DETERMINING THE LUMINAIREIPOLE COMBINATION FOR YOUR APPLICATION: Select luminaire from Lurninaire Ordering Information. Select bracket configuration. Refer to Luminaire EPA Chat to determine EPA value. Select Height of pole. Select MPH to match the wind speed in the application area. Confirm the pole EPA that is equal to or exceeds the lunlinaire; bracket EPA as was previously determined. Height EPA 7D MPH j 80 MPH 190 MPH 100 MPH Outside I Dimensions Material Bolt Circle 14' 23.3 I 16.7 12.2 9.0 4' S11G B 16' 18.6 ! 13.1 9.3 6.5 4- S1 11G 13 16' 34.6 1 25.0 18.5 13.8 5' it bit G C 1B_ 111.4 1 9.7 6.5 4.2 4' S11G 13 18' 27.q I 19.7 14,71 10,11 20' 11.0 1 7.0 4.2 2.2 4 S11G B Z' 1P. 7 129 I B 8 5 q 4' I S0713 20' 22 5 1 15.4 1 1115 7.0 1 5' S1113 C 20' :"s .s 1 2,; 4 1 10.4 1311 5' 507G 22' lOd 6.3 3.4 1.4 4' S11G B 22' I �. 4- 507G 22' 20.8 13.8 8.9 5.5 5' S11G C 22' 3-4.0 23.9 17.0 12.0 S' 507G D 24' 7.7 ! 4.0 1.5 - 4" 511G 11 24' 15.1 9.7 G.0 33 '1 1 ..or B 24 1G -1 10.5 ' ti.2 3.1 5' S11G 24' 22.5 i 1.1.9 97 5.9 5' S11H- D 4' 2 Sri i 1 q A 1-,; 4 8 q ti SOX 24' 46.2 1 32 -6 23.2 166 6' SOX, I J G' 53 I 2 1 C S11 G_ B 26' 12.0 1 7.2 3.9 1.5 4- I S07C B 26' 13.2 7 5' I S11G C 26' 24.0 1 15.8 _ 10.3 I 6.3 6' S07G D 26' 39.6 I 27.3 18.9 1 12.9 1 6' 5076 J 28' 19.9 I 12.5 1 7.5 l 3.9 5' 507G D 33.9 I 22.1 15.1 i 9.6 6' S07G J 30' 16-3 1 f 5.0 1 1. 5' S07G D 30' 28.8 1 18.6 11.6 I 6.6 6- S07G I J 35' 1 1 o n l 1 I f- SO7G 39' 11.5 1 4.3 ! - I - 6' S07G J h rieits to EPA data on next pane for cantpiete EPA inlunnatwn. H" denotes hiuh yield steel If lurninalre :relght exceeds 250 lbs.. cmuull factor/ (70.000 psi) SON - SOBO - 2.31B" O.D. x 4 -314- Boll -On llounl Tenon 2- Bolt Pancrn SOP - t•1'•39' SquaraTep Hand -hole scil - No Mounting Holes 12" Optional Standard.. Base Cover - sr- Single Flood Projection ! I `I - -, Pole Preparation Anchor 1 Bolts t✓ Foundation By other Side "C" i i Side "D" - -- -- -Side "B" 1 1 Side "A" (Hand -hole Side) Sides A B C D I Hand -hole 1 x _.. ) - - - - - -- I v f Sin le I x_ 012t]' _ _....- _ x 9 -- T i x pawn-• � r. Single FBO - - - - -X - x x -� Douhle FBO ORrer [wit locatiorr; vAll be 120 to the left and rigitt of Side A. Hole: 1-011SU11 to Clury r( :r • -_ ;ugottl •lanatrnn5. :Ian:nam a .ai1G ti, pw.. Preparations are hmal =.d 3'd a r;::e ImQlit cr Ulc pule rrum the base. U11111 -6 Utller V.35e sU::cllled. Did. 0-057 -'!4 �„g f9•S e� as EXHIBIT 28 LOADING DOCK WAL -PAK FIXTURE: Manufacturer: Cooper Lighting - Lumark Model Number: WL Wal -Pak Lamp: 400 watt Metal Halide TYPE: CATALOG 4: COOPER LIGHT ING- LUMARK, DESCRIPTION SPECIFICATION FEATURES Th e Lumark Wal -Pak provides a durable and efficient exterior light source forany application requiring maximum performance and minimum maintenance. The rugged, die -cast aluminum housing, stainless steel hardware and sealed and gasketed optics compartment combine to make the Wal -Pak virtually impenetrable to contaminants. U.L. listed and labeled for wet locations. CSA certified. APPLICATION Easy to install, the Wal -Pak complements any environment and is ideal for loading docks, underpasses, tunnels, stairways, building entrances, vehicle ramps and sch ools. A••• Mounting Hardware Captive corrosion resistant, single point mounting scrvm B•••Housing Die -cast aluminum housing is finished in dark bronze polyester powder coat. G •••Optical System Impact resistant borosilicate prismatic glass or polyca rbonate refractor with aluminum reflectorthat provides maximum photometric performance and beam efficiency, D •••G asket i n g High - temperature silicone gasketing seals out external contaminants. E.- Sockot Mogul -base porcelain socket, except 150W Metal Halide and below has medium -base. a ... Ballast Normal or High power factor ballast with class H insulation. Minimum starting temperature is -40 °C (-40°F) for HPS and -30° C t -20 °F1 for MH, IVIP and ML. F•••Door Assembly Door assembly is hinged at bottom for easy installation and relamping. a s.rr [24+lmrril 60.20WJ HPS & M K 250W MH i6" 11D6mm7 � 1� 7i, 12' i251mm7 25OW HPS, 40DW HPS& WIN 12 VIS" 13Mmm1 IWMFLRM - -_, 77. WLWAL -PAK 5 0- 4 0 0 W High Pressure Sodium Pulse Start Metal Ha do Metal Halilide WALL MOUNT LUMINAIRE EXHIBIT 29 t -I k dkil �c �� f� ~'r � � yr °::. �•�.- _ .: uaw�, ,, _c _ �°"..Q t -I k dkil e. i e i r TRASH RECEPTACLES: Manufacturer: Landscapeforms Model Number: Scarborough, side opening, vertical strap Sizes: 25" x 40" Color: Black NJ, o - DS'- �f � EXHIBIT 31 M -.- LOADING DOCK OVERHEAD DOOR: Manufacturer: Raynor Model Number: Thermaseal Standard, 8' wide x 1.4' high Color: Brown MMYRIOM2 THERmSEAE S E C T 1 0 N A L THERMAL D 0 0 R S Introducing ThermaSeal' - our durable, energy- efficient sectional door. Our exclusive process fills 100 %n of the door's interior space with energy - saving polyurethane foam insulation to deliver exceptional R- values.This process also provides superior foam density for excellent structural integrity. For maximum thermal protection, choose ThermaSeal. ThermaSeal STANDARD With a 16.4 R- value, this benchmark " - — -- product provides proven Raynor reliability and durability to meet or exceed the requirements of daily use.This door is offered with the cm widest selection of quality features and options for the most common , =-_p product applications. Ther- Practical when thermal performance is desired but lire cost is a consideration, this n4�-�s ��' � -' '•� � • ThermaSeal BASIC, white, with oval vAndows door is available in a limited selection of sizes, features and options. Q b, o. as -4b EXHIBIT 33 v Every ThermaSeal door is built for superior -performance and includes the features listed below. For additional options, please see the inside pages. Maximum thermal protection. Energy- saving polyurethane foam insulation is used to deliver exceptional R- values. Rugged hardware and springs. Your ThermaSeal door comes packaged with the right combination of long- lasting hardware, track and springs to precisely match your door's size and application. Reduced airflow. Dual vinyl barriers dramatically reduce air infiltration. A true thermal break prevents heat loss and eliminates any metal -to -metal contact between surfaces. Built tough. Rust - resistant galvanized steel is finished with a two -coat, baked-on paint process for long life. The superior thermal bond between steel and polyurethane foam is warranted against delamination for- ten years. F1,911- sirangih Steel Pn!yurelhane Insulation High- strengtl. Stcul Gaivsmcud Lay, Epoxy Punier 8akrd -on Finish i e Decreased energy costs. ThermaSeal doors help you reduce energy costs with a U- shaped, vinyl bottom vveatherseal and sturdy aluminum retainer. A P P L I C A T I O N . G U I D E ThermaSeal ThermaSeal STANDARD BASIC Agricultural Buildings 0 - Car NlasrJCorrosive Environments CommercialrMulu- 'Tenant 0 0 irc RatiunD\mbulame 0 hgh Sra:ui it o 0 arge Opening Srn: e 9ining. Pulp & paper . Noninsulaed Storage ervice Station — hernial Environments o 0 ransit FacilityfTruck Terminal e Jnderground Parking VNarehousc /h4anularturing o 0 o lic.t Chore= . Goon Satutirm /lpphcablr EXHIBIT 33 F f I F S I I I I nni-w SEAL /SHELTER. - Manufacturer: Kelley Dock Products Model Number. Tufseal FlexFrame Truck Shelters Series FF Summary of Features M Heavy-d0j, iramie is double kiln-dried pressure ireiled hirnber. FrOnt flainle, is reinforced wilh 1:14" Inick steel plate. ER Flames cove!e,6 t „,ilh k%thile 18 oz. coated vinyl to liansillil nallirl; fighi imo the loading area. Iff Raked header piannils wealher drainage ([[at heade.- is used when shelter is pfotecleb by a hood ui canupy). * Foam vi6ailie.r strip provides a seal on the mp Ji-cril edge 0; the shelief ifM- undef aluminum trim angle. - * FaCe WnFins are sevai -wilh multi-sh3nded. bo-ided V207 Dacron Pnlypslu thread with a lack sdich. Jeans will not `i L:ri with v,-Bar. Eg Sunlchpl,; filberglas3 stays add stillness 10 shelter lace curtains. Fou” (4) sla%Y's in 900 Series head curlain; live (5) stays in 1000 s.ries I"W(I cumin. straps on head uirlain kc-21) ih ; hiizid curt31:1 Irani uf-ilw ULJI 0;: I)Osilioll Me s1ellsr is fiL); in use. j5 Four OVNI13,111in-1 :veal ' uj;�,31s per Si-jr; absorb the impact iron" slwl 1) lraik,j t9f10 Series hzs 3 per sidu-j Eo Full leng!ri cl..,)r,?.d cell neoprene terms a •ipef seal on ill-. side-s- Igg V-Jear P311EIS With guide vip,3s dfivert; wiltli a visdal to It",. dn-& gi Filil %--iJ'th double -la' ar strip lol-111F. a seii ar.ross the lou 0; i-peled dralt pans (8' to 1'i localziJ belmid I', e side cuitcins heifj prev?nl ail fle-w Iforn luvief corilc-13 0i the shelter. PeHT13116111 "NO Si[P' 'a'-els are irICILided [or safety. Heavy,-6.1ty plojerta,- proic-.1. each side Ifame. 04j. qLe EXHIBIT 34 ARCHITECTURAL SPECIFICATIONS (SHORT FORM) t'lEk SI'ell,"rs '11311 tic. FF Seiw-. F-I 1•4!fJFIPI (ilipb-90". L:3 FF-1006 TS 551. 171 oz. lJ I"Alodel FF-1004 (25 140 2. F1 MuJ�' FF-901 (`2 r),-- Tuiseai. W100' S8253 Racirif A,--'° 1-dus!, =1J0. to ht t -1 Opening %-1141P. IW lb. L i i. R d' if c i g w, IP(l 41111ner. iron; lr.am i; - 'eivi;)fcc.d !4 !1. liu ItEE plate. Fiaim ,- -will be wv;,:rRd vi;1. - •.1, The Irain -o:iii he adurable graviP.-N-3sed sy31rulij tha: ran ahs-xb i.Tipan frog oli nen:ei trailers -wilhoul. slit"Ital damage. Sica ca;rtains 10 illcjudf= filw rpliss slaYs. bullunt vTill pal w'I.-.1 '.'Alh g'Jillp. 3[1:prs �l 11A U Ics MID - - n [1) ill'-JUde ,ell neoprene inside scaling �,dq?.. Head Nrt-ili stays and e:-flapping %Avear PlEat'-z- Unit LO includi-, loani boitox... d:"'h pads. tapered 8" to 1", and steel I-Dean Pfotc(--;')lS- F.abrlu V.,uigtils Mid WlOrsaz sel�cted fiffin nlai!WK"l'-?r'Cs SJandal d- ple.jsc, sef,, w...,erse silo tor di'Mnsic%l- alld 01*011s. '*;ln ou, pc6cy o; it, consi, cijiftinuing product im Uovr aee fewvp the right 1C. cliall(li,,, these sne! ilications witholi' Willi 2 or nbli,]Mion. M Heavy-d0j, iramie is double kiln-dried pressure ireiled hirnber. FrOnt flainle, is reinforced wilh 1:14" Inick steel plate. ER Flames cove!e,6 t „,ilh k%thile 18 oz. coated vinyl to liansillil nallirl; fighi imo the loading area. Iff Raked header piannils wealher drainage ([[at heade.- is used when shelter is pfotecleb by a hood ui canupy). * Foam vi6ailie.r strip provides a seal on the mp Ji-cril edge 0; the shelief ifM- undef aluminum trim angle. - * FaCe WnFins are sevai -wilh multi-sh3nded. bo-ided V207 Dacron Pnlypslu thread with a lack sdich. Jeans will not `i L:ri with v,-Bar. Eg Sunlchpl,; filberglas3 stays add stillness 10 shelter lace curtains. Fou” (4) sla%Y's in 900 Series head curlain; live (5) stays in 1000 s.ries I"W(I cumin. straps on head uirlain kc-21) ih ; hiizid curt31:1 Irani uf-ilw ULJI 0;: I)Osilioll Me s1ellsr is fiL); in use. j5 Four OVNI13,111in-1 :veal ' uj;�,31s per Si-jr; absorb the impact iron" slwl 1) lraik,j t9f10 Series hzs 3 per sidu-j Eo Full leng!ri cl..,)r,?.d cell neoprene terms a •ipef seal on ill-. side-s- Igg V-Jear P311EIS With guide vip,3s dfivert; wiltli a visdal to It",. dn-& gi Filil %--iJ'th double -la' ar strip lol-111F. a seii ar.ross the lou 0; i-peled dralt pans (8' to 1'i localziJ belmid I', e side cuitcins heifj prev?nl ail fle-w Iforn luvief corilc-13 0i the shelter. PeHT13116111 "NO Si[P' 'a'-els are irICILided [or safety. Heavy,-6.1ty plojerta,- proic-.1. each side Ifame. 04j. qLe EXHIBIT 34 LOADING DOCK SCISSOR LIFT: Manufacturer: Advance Model Number: 6200 6150 Series 6000 sop of around dock lifts are installed on top of a concrete pad- These models can't be installed in pits because their low lowered height does not permit the addition of the 8" bevel toe guards required by OSHA for pit mounted lifts. Platform sizes range from 6' x 8' to 6' x 12'. Capacities range from 5000 to 12,000 Ibs_ Models 6100 and 6150 have hinged approach ramps with built in wheel chocks to prevent loads from rolling off the raised platform while models 6200 and 6300 have fixed approach ramps. Model 6150 has its power unit built right onto the plat- form while the other models have remote power units. & 6300 0Q`00E QQIt Q \tl \O��\ OO \`�J P Q L. 5\ • �� �`� \p p� S `O \@ 4 SQt a0 0Q �Q Q 6100 5000 .7300 2500 6 x 8 6 x 10 -1/2 5 . 55 60 10 .5. 18 x 60 .30 x 60 3300 i 6200 8000 : 6500: 6500 6x 10... 1.1/2 x 14 6 54 60 10 5 18 166 48 x 72 ` 6400 DAJ. 1) -05 -qb 4.6 ,g.13 EXHIBIT 35 1. o Bridge safely lifting chain LIFT o Minimum B" solid steel bevel toe guards . + NEMA 4 weatherproof pendant push button control CONTROLLER + Baked -on primer and enamel paint finish with a choice of 8 colors + Safety tread steel deck + Removable steel handrails with mid -rail, 4, kickplate, and personnel safely restraint chains (aluminum rails optional) + Hinged bridge 0 5 -year structural warrunty + Hydraulic cylinders with internal safety stops, 100,000 psi chrome plated rods and safely flow control valves in each cylinder + scissors legs + Wide stance basefrume + Hydraulic final filter on the lift itself to protect the cylinders + Neoprene covered wire braid hoses + SAVJ1( hydraulic fittings t: Mn CONTROL + NElAA 12 UL approved controller assembly (not just the components) with a 24 volt, 4 amp control circuit and adjustable motor overloads + Conlinuous duty motor + Non - submerged heavy - duty gear pump + Wall mounting brackets (optional on K Series) + One -piece valve moni- fold for ease of servicing o Steel oil reservoir POWER UNNT OJ.0'05�* F,�,.6 1q.N EXHIBIT 35 ,aa- Stormwater Management Report Prepared by: C.M. Lavoie & Associates, Inc. (Consulting Civil Engineering Land Planning & Surveying) 1050 West Illinois Route 126 Plainfield, IL 60544 C)Ad s�u(P as EXHIBIT 36 C. M. Lavoie & Associates, Inc. Consulting Civil Engineering Land Planning & Surveying Mr. James J. Bernahl, E.I.T. Assistant Village Engineer Village of Deerfield 465 Elm Street Deerfield, Illinois 60015 847.317.2490 RE: Deerbrook Shopping Center SWC Lake -Cook Road and Waukegan Road Deerfield, IL Stormwater Calculations Dear Mr. Bernahl, May 16, 2005 This letter serves to summarize the stormwater calculations for the Deerbrook Mall Redevelopment located at the intersection of Lake -Cook Road and Waukegan Road in the _ Village of Deerfield. y I r It is our understanding the existing storefront between Best Buy and Sportmart will be redeveloped. An existing theater will be razed and replaced with a bituminous parking lot and an oper corridor will be constructed with exterior entrances to both new and existing retail shops. By razing the existing building and replacing with paved surfaces and landscaping, no new impervious areas will be added to the shopping center and no increase in stormwater runoff will occur on the shopping center site. Please see attached Exhibits "A" and "B ", which graphically depict pre and post development conditions within the project site. The addition of proposed landscape areas result in a decrease of the site's developed runoff rate of 0.92 cubic feet per second (cis) for the 100 year storm event. Stormwater intensities used in the calculations are 100 year for the corridor and 10 year for the parking lot system. This conservative approach is to create a sufficient factor of safety to protect the retail entrances from being inundated with stormwater. Runoff within the proposed sidewalk corridor will mirror existing drainage patterns by placement of a sidewalk highpoint at the existing roof ridgeline location. See attached copy of 1971 architectural roof plan. Runoff within the outdoor corridor will be intercepted by equally spaced 12 inch square pedestrian - grated drain basins (Nyloplast or approved equal) located at various low points within the sidewalk concourse. Emergency flood routing for the corridor area will flow from east to west. An existing trench drain will be replaced on the eastern end of the corridor to protect doorway thresholds from flooding that may occur during inundation of the eastern parking lot drainage system. Design point #1 will receive no more than the current amount entering the existing 18 inch diameter storm sewer running along the front of the aforementioned storefronts. RENEWED x -- 3.. W 18100 X00 p5 , 440 1 04-0, �o 64.8 QA2005 Projects \05 7134 \coorespondanceVtro51605 -1.doc 0"I' � Page 1 of 2 ARCH'? STS 1050 West Route 126 4941 Forest Avenue 45703 Peninsula Drive Plainfield, IL 60544 Downers Grove, IL 60515 Grand Junction, MI 49056 815.254.0505 Fax: 815.436.5158 630.434.2780 Fax: 630.434.2781 269.521.3185 Fax: 269.521.3185 Parking lot drainage will be picked up by the addition of three (3) new catch basins located at low points in within the proposed bituminous parking lot. Immediately downstream of Catch Basin S117, the conveyance system is sized for the 10 year storm per ordinance requirements. A drain basin is provided at the southwest corner of T.J. Maxx to receive the current flow being discharged from the existing downspout. Design Point #2 is the connection of the proposed storm sewer located within the parking lot connecting to the existing drainage system. The post - developed flows connecting into Design Point #2 will receive no more than the current amount entering the existing 18 inch storm sewer. Additional pervious areas are proposed within the proposed parking lot. If you should have any questions or comments regarding the above mentioned information, please do not hesitate to give me a call. Sincerely yours, Lavoie E. i h e o , P.E. Project Manager cc: Victoria King, file p5'qtp f4o• � �b W2005 Projects \05 - 134 \coorespondance\Jtr05l 6O5 -1 .doc Page 2 of 2 w t a e r e r ..EXHIBIT A II kk II ;8: I i'�r--� LIMITS OF PROJECT WORK El 1! 1.32 AC. I-Me SUB —AREA "B" EXISTING ROOF AREA TO BE REMOVED 40,000.0 S.F. (0.92 AC.) —s• RD EXISTING ROOF PITCH I I _ 6" RD� SUB —AREA "A" OOF ARE -� REMOVED 5,3 0.0 S.F. (0.12 AC.) Ld ,_.. N_ := \\ _0EXISTING -_ -- I " RD :'ROOF PITCH °"_ ,, = 0(1/4" per f Z, =c a. " RD i I I I - - - -- o I I I I a� I I '`L °° i l sue_: —�.� ❑ I PREDEVELOPMENT SITE STATISTICS TOTAL AREA TOTAL AREA 1.32 AC IMPERVIOUS AREA (ROOFS) 1.04 AC IMPERVIOUS AREA (PARKING) 0.29 AC PERVIOUS AREA 0.00 AC 12,200.0 S.F. (0.287AC.) SCALE 1 " =80' May 16, 2005 ^U Iij �T TI I I J i L I I I . I 1 I I I I I I I I I , I I ' I I 4_1 I i I I Consulting Civil Engineering Land Planning & Surveying 1050 West IL Route 126 Plainfield, Illinois 60544 voice 815 254-0505 fax 815 -436 -5158 w. DESIGN POINT #1 EXISTING 18" RCP � dE §IGN POINT I#2J1 SUB —AREA "B" _ EXISTING PAVEMENT i I I I - - - -- o I I I I a� I I '`L °° i l sue_: —�.� ❑ I PREDEVELOPMENT SITE STATISTICS TOTAL AREA TOTAL AREA 1.32 AC IMPERVIOUS AREA (ROOFS) 1.04 AC IMPERVIOUS AREA (PARKING) 0.29 AC PERVIOUS AREA 0.00 AC 12,200.0 S.F. (0.287AC.) SCALE 1 " =80' May 16, 2005 ^U Iij �T TI I I J i L I I I . I 1 I I I I I I I I I , I I ' I I 4_1 I i I I Consulting Civil Engineering Land Planning & Surveying 1050 West IL Route 126 Plainfield, Illinois 60544 voice 815 254-0505 fax 815 -436 -5158 EXHIBIT B - w _ : s !I: .. .. _ I� ,II �I it 0 1 1 1 1 1 1 1 1 - 1 1 1 1 � 1 1 H L' LIMITS OF PROJECT WORK 1.32 -AC- 4— EXISTING ROOF PITCH DSCAPE AREA (TYP.) 1 , I I I jE$IGN POINT 02 I ° - - - - -- I� I � I I � o0o I I sr11 I , I POST- DEVELOPMENT SITE SATCS TOTAL AREA TOTAL AREA 1.32 AC IMPERVIOUS AREA (SIDEWALKS) 0.37 AC (28.0 %) IMPERVIOUS AREA (PARKING) 0.84 AC (63.6 %) PERVIOUS AREA (LANDSCAPE ISLANDS) 0.11 AC (8.4 %) I, -I ;� Y SUB —AREA "A" '3SIDEWALK =0.12 AC. :w -z :w 0EXIS1ING :0"ROOF PITCH _00/4" per f z _ 4- -o :a. �s�z�.�.er� s l �J DESIGN POINT #1 �1 EXISTING 18" RCP SUB —AREA B" SIDEWALK AREA =0.25 LANDSCAPE AREA =0.111 AC. PAVEMENT AREA =0.839 AC. SCALE 1" =80' `ti.\ May 16, 2005 r i r, I � I 1 I I ' 1 i I I I I I I il� I I I I I I ' I I I I I I I I Consulting Civil Engineering Land Planning & Surveying 1050 West IL Route 121 Plainfield, Illinois 6054, voice 815 254 -050: fax 815- 436 -5151 o. t n C' 0 C. M. Lavoie &. Associates, Inc. Consulting Civil Engineering - Land Planning & Surveying 10501Wesi Rouic 126 Plainfield, Illinois 60544 ijoice: (815) 254 -0505 fax: (815) 436 -5158 FOR: V- MA--L(- lZ -V xa� ►v�' ,mLi l pte"r -(i1 b -13LI RE: !e- MV,/!A-(J5L A-LC.S �1M1E . OF • CO" CEl'�1Tk- f�Tlc3�3 Calculations DATE: 07-1.6-05 CIAL JOB #: b -13LI RE: !e- MV,/!A-(J5L A-LC.S T ME G N LG'Q C A Lx— u�:-AT ! v iuS ' I - -! Svc- �- '�-- �,/ = - -- -------- �------- -'---, - -' -- �_ --- - - -�-! �— -- Gv v_ h7- <_ ysQ > 5 KE aPAGE I OF l0 LALP SIGNED: I I U I I • C. M. Lavoie & Associates, Inc. Consulting Civil Engineering ry Calculations -Land Planning & Sueying E2 • 1050 West Route 126 Plainfield, Illinois 60544 voice: (815) 254-0505 far: (815) 436-5158 FOR- R ate MALL f6E0FVr=L_0pfV CMJ_ JOB #: 03 - D 4EF 'Lr- i L- (F D ` p G!F7 'A _6^ i ICO ��IN i -T, 0 p o — � �f I —_ 15 1Z I AC T-1 1% DATE: 05 — Ko —0-5 CMJ_ JOB #: 03 - RE: ` p G!F7 'A _6^ i ICO ��IN i -T, 0 p o — � �f I —_ 15 1Z I AC T-1 DF � I rA PAGE -1 OF .6 SIGNED: 4( bj 4P 9.91- a 6 AO. (Dot r --K; ` p G!F7 'A _6^ i ICO ��IN i -T, 0 p o — � �f I —_ 15 1Z I AC T-1 L!UF I L11 8 h�IH k ii I 11 CI AI i 11 d TL)*' A, alrA. TH C_: IWO,/ 7-0 U: (/U 6 J.0' PAGE -1 OF .6 SIGNED: 4( bj 4P 9.91- a 6 AO. (Dot E d d Am C. M. Lavoie & Associates, Inc. Consulting Civil Engineering Calculaflons Land Planning & Surveying E2 1050 West Route 126 Plainfield, Illinois 60544 voice: (815) 254-0505 f= (815) 436-5158 FOR: F DATE: r xx:. ar I I L40V V g CML JOB #: os- 13'� RE: 15-MeAWA7Vr( CA-kxs .4 V DeS 'Vli 7 POO-7-1 i 7-b 01 0 45. I'M Ir" b' (pp 00 F DATE: r xx:. ar I I L40V V g CML JOB #: os- 13'� RE: 15-MeAWA7Vr( CA-kxs .4 V DeS 'Vli 7 POO-7-1 i 7-b 01 0 45. I'M Ir" b' (pp 00 I I r xx:. ar I I L40V V g _moo r .4 V DeS 'Vli 7 POO-7-1 i 7-b 01 0 45. I'M Ir" b' it � ' I i � i I I I ' l I � i i ; i i� ` i ch —.4 C�s PAGE _I OF 6 SIGNED: r t r 0 I I C. M. Lavoie & Associates, Inc. _Consulting Civil Engineering Land Planning & Surveying 1050 West Route 126 Plainfield, Illinois 60544 voice: (8 15) 254 -0505 far: (815) 436 -5158 Calculations DATE: 05- 1(0--�DS V-11 i -i s °. RE: .5Tb rr Calculations DATE: 05- 1(0--�DS CML JOB #: s °. RE: .5Tb rr pP�l S � � : ���. _ D;✓Si pt�i �i.ml -;- ;#�' � - -� -� -- -tom- - -� �� - - � ` -- -- : ; S FOS- A R-5'A 0 1`r0 . 0 ... "_.. _ F. I 0,9, — -- - -- - - -- -- - - -- —� -- -- - -...: �u"o wit - -- -Fnsr Di ....EANDS E..___._IS A-��1 DS_:....f A_..� - -5=� �� t /9a,. 5 -_ �e.f %so f 83:8 - - -- 1:5 - - - -- -- - - 9�� de� Ac PAGE 4 OF co SIGNED: C. M. Lavoie & Associates, Inc Consulting Civil )engineering Land Planning & Surveying 1050 Wesi Rouie 120 Plainfield, Illinois 00544 voice: (815) 254 -0505 fas: (815)430 -5158 FOR:� ��at.L mar .ti VA i rT(--s or Dgz-rLr- t L,,, Rrc � E5rA-TF, fPV,57 sy,-2 CfifGS Calculations DATE: O S- /6 - OS CML JOB #: RE: sy,-2 CfifGS C'/%-LC Vz -h ? 7 dl•`vs _.. 1Z C PS S C F5 -- -- -- , PAGES OF SIGNED: q(e E2C. M. Lavoie & Associates, Inc. consulting Civil Engineering Calculations Land Planning & Surveying 1050 West Route 126 Plainfield, Illinois 60544 i)nioe: (915) 254 -0505 fax: (815) 436 -5159 TOR: rwolt CML JOB ##: RE: riv- �sT-r�Z DATE: 5-16,05 CML JOB ##: RE: c �s � • G?E�� - •�� ism �a -z =' o'9� Cr - Cl ;�, ,� _ fin: 54o Iv) i 4 0 7X 0 _ — J PAGE / OF -�? SIGNED: � • B a�• �a °�} a2- CL 1.5 - - - - - - - - - - - - - - tip 19 t _77 t 'a - 1 r_J t7-­� _A_ _11— I TYPICAL PG('F T(�P EQUIP �AENT_ 4- Zi- 7 T k44 L j 7 7 , �-, Dt- t4 zt. 2, c T' 'ICAL OQF be 14 + ra 4?- PQxf -:gr- ir q 4�. 7: 1. L + ALA 0.- -.PII�7�1 Ro F C TP 77. Oiu —41 idT -P zin _,6(- F Dr wl kilI 7 . im, FT. 44 ILI A7.._4 q —4-7- KEY PLAN Be--. . I • ... ALL iNSUL. .®r, pLgC VA Pow- L1 Jt. -.2. FILE O-L, __ =I,- 444= ri • t6R - TF 75 DA-9. M , .0, I Fire Department Letter Prepared by: Northbrook Fire Department 740 Dundee Road 1 Northbrook, IL 60062 6 ':9. 1 It EXHIBIT 37 February 21, 2005 Mr. Gil Magnelli OKW Architects 600 W. Jackson Boulevard Chicago, Illinois 60661 FAX: 312 - 798 -7777 Northbrook .Fire Department 740 Dundee Road Northbrook, IL 60062 Re: Deerbrook Mall Turning Radius Site Plan Dear Mr. Magnelli: RECE_ FEB 2 3 20C) OKW ARCHITECT: (847) 272 -2141 FAX (847) 272 -3294 Confirming our telephone conversation of February 9, 2005, I have received the most recent turning radius proposal titled "Site Truck Layout3.pdf'. As illustrated, the designated turning radius area appears-to be adequate and will accommodate.the required 48 -foot wall -to -wall turning radius of our fire apparatus when entering from the north. However, as we discussed, the northeast (1), northwest (2), and southwest (3) parking curbs will require modifications to accommodate the full turning radius (See attached). As a reminder, the turning radius requirement must also accommodate equipment entering the proposed parking area from the south drive as well. You have agreed to ensure fire hydrants will be located within 100 feet of any fire department siamese connection, hydrant spacing shall be maintained at 300 feet, and to provide fire lanes as required. Based upon this understanding, the fire department will approve the initial proposal for the new parking area only. Please continue to provide additional information as the project solidifies. The above approval only addresses the turning radius requirements and not other aspects of the proposed renovation. We would recommend a pre - construction meeting to address specific issues of this project. Please contact me if I may be of further assistance. Sincerely, (21 Anthony J. Lewis Director of Fire Prevention cc: Victoria King RREEF Management 1 Mid America Plaza Rte. 83 and 22nd Street Oakbrook Terrace, Illinois 60181 FAX 630 - 954 -7515 Clint Case, Deerfield Community Development Danderson/ Word /Q/ Pre - Construction Letters/Deerbrook Mall 0 �1 o (b ;,.�, a Mai No d d E, Cl EX Cu p�.v- 05-"`((D,a (.4-. 0 "p-1 . 3 'rt LOADING DOCK TRUCK ACCESS SITE PLAN N NN } SCALE: 1' = 30' -0' DEERBROOK MALL RENOVATION 0 .5 ,5 3D TRUE PLAN ___ RREEF MANAGEMENT OKW Architects •- DEERFIELD, ILLINOIS DATE: JUNE 3, 2005 PROJECT NUMBER, 03158 EXHIBIT 37 F71 0 Traffic Report Re: Directional Signage Prepared by: Gewalt Hamilton Associates, Inc. . (Consulting Engineers & Surveyors - Civil, Municipal, & Traffic) 850 Forest Edge Drive Vernon Hills, IL 60061 o, 05--14(a b �.1 t 2-a 4, EXHIBIT 38 00/00/4009 00:10 PAZ ea7 4760101 aEPALZ' AAAILSON X002 /000�p G£WALT 14AmzLxoN a0oc —rs.. C. MEMORANDTJM ce.. _aian To: Ms. Charlotte Swastlaad cw81. a RRF.EF AGonagsmsnr Company v or..o�r tiii�s tllll.z:i.vsooni r.: e47 awe s7oo r.: s.7 ale s7o� Copy: Peter Uliasz - OKW From: Dan Brinlaaaa, P.E.. I-rC)M Re: sighr Lino AnuZyist Dasrbraole Ae Zl R<eo �gt.rarion Dssr,Z4etd. lzlirt o is Date: Juno 3. 2005 Pa your request, Gcwa[i Hamilton Assoeiet<s. A— (GiiA) has r <d the ttvisod loo tioas of the proposed directional sign place omt at Deorbroolc Mall. 71— sign looations illusirnted oa the "Site Signage Landsc npc Plan" drawing dated Jua< 3. 2005 and labeled as "Sxhibit 16" prcparcd by OKW Architects have ben r.-i .1 based oa our May 17, 2005 memorandum. which should be used for ref repo. Based on otir r—iow of the updated drawings, the recozrtr-ond <d chaagos have boon made to locate the proposed sig,tag< outsldo of the dosl —L =lent sight mriaagl <s. If you Nava any queatioas, please do mot hositatc to call (847) 478 -9700. �au..to- anger ra..e.e.w .ls... e..•- .w�.s..a.e 0.�.d. o -os qce 8 1, a �a N r D 05/17/2005 09:44 FAX 847 4789701 MEMORANDUM lt•'1 To: Ms. Charlotte Sweetland RREEFManagement Company Copy: Peter Uliasz - OKW From: Dan Brinkman, P.E., PTOE Re: Sight Line Analyses DeerbrookMall Reconfiguration Deerfield, Illinois Date: May 17, 2005 GEWALT HAMILTON @002/000,,0 GEWALT HAMILTON ASSOCIATES, INC. Consulting Engineers and Surveyors Civil, Municipal, & Traffic 850 Forest Edge Drive 'lemon Hills, Illinois 60061 tel 847 478 9700 fax 847 478 9701 Per your request, Gewalt Hamilton Associates, Inc. (GHA) has reviewed the proposed directional sign placement at Deerbrook Mall. Based on the drawings received from OKW Architects, there are five new directional signs proposed for the planned reconfiguration of the shopping center. The sign locations are as follows: A. Located south of the circulation drive at the southwest comer of the "Great Indoors" building. B. Located on the west curb island at he south end of the main front drive aisle C. Located at the west end of the center median of the southern entrance near the entrance to "Great Indoors" D. Located at the west end of the center median of the middle entrance near the northeast comer of "Best Buy" E. Located at the west end of the center median of the northern entrance near the northeast comer of "Office Max" F. Located west of the curb line near the southeast corner of the "Jewel Osco" It is our understanding that the proposed signs are approximately 4 feet high, 2 feet wide and between 6 and 8 inches in depth. Based on the size of the proposed signs and the limited vertical grade change along the frontage of Deerbrook Mall, we feel that there are no vertical curve issues associated with the signage placement and will focus our analyses on horizontal sight lines. Based on our review of the proposed locations there are two signs that are located well outside of the traveled way that do not present any sight line concerns for motorists. Sign locations "A" and "F" do not require sight line studies and can be placed as proposed. (See Sketches A and F.) The island size and proximity to the east west circulation aisle of the parking spaces do not provide sufficient clearance to place a sign at location `B ". If possible, we would suggest that the sign be placed at the south property line along the south side of the drive. (See Sketch B) 04j. OIL 05/17/2005 09:44 FAX 847 4789701 GEWALT HAMILTON IM003 /000,,0 Deerbrook Mall Sight Line Analyses Deerfield, IL The sight lines for the remaining locations (C through E) were reviewed using the methodology presented in the 2004 version of the AASHTO (American Associates of State and Highway Transportation Officials) Policy on Geometric Design of Highways and Streets, also known as the "Green Book'. The AASHTO methodology is based on the principle of providing clear sight triangles. The short leg of the triangle extends along the minor approach (the westbound entrance drives for this analysis) between 14.5 and 18 feet from the edge of the traveled way on the through approach. To be conservative we have used 18 feet for all of our analyses. There are two different analyses for the long leg of the triangle: Stopping Sight Distance and Intersection Sight Distance. ■; The Stopping Sight Distance (SSD) is considered the minimum criteria for a clear sight triangle and is based on the minimum distance needed for a vehicle traveling at the speed limit on the through street to safely reduce its speed and avoid a collision with a vehicle that turns in front of them. Intersection Sight Distance (ISD) is determined based on the amount of time it takes a stopped vehicle to make a turn from a stop into through traffic and not unduly interfere with the trough traffic. There are different Intersection Sight Distance requirements for left and right turns, and the distances vary based on the speed limit of the through street. For our analyses, the speed limit on the Deerbrook Mall site, while not posted, was considered 20 mph. The 20 mph speed limit requires a SSD of 115 feet and an ISD of 225 feet. For each location, we have shown the SSD and IDS for left and right turning vehicles. (See Sketches C -E). As can be seen, each of the proposed sign locations is within the sight triangles at the internal intersections. As such, we would suggest that the directional signage be relocated back at least 25 feet ' from the edge of the traveled way to maintain sight lines. Also note that at location "C" the median island extends into the traveled way and should be shortened to eliminate the existing encroachment at that location. We hope that you find this analysis helpful. If you have any questions, please do not hesitate to call (847)478 -9700. EncL Sketches A -F 3122.910 RREEF Dwrbrook sight lines.dm Gewalt Hamilton Associates, Inc. — Page 2 b,d- a- 05 -'f4 4.,e q a- a O W O 'U 11 No zrs► fit, To w {.fin SwpJ�cT ow, LIfJ�c }, / / a AMA 6TM-1 H I I I 1w ti 0 0 211!■■11■11■1■■t m P7 a r H m a r 9 z r 0 A J 05/17/2005 09:44 FAX 847 4789701 GEWALT HAMILTON S�►c.l\ r S�C,nJ o%Jbe -spa .3Y jPAMW ac, CAM ¢C' Low: E TO SoaT-1.4 PavPErLTy Li.JE:. Q d �d N=--q W=LI f ® II 0051000AD 0,�. o- os- -4(e . B aA 0 mm mm i 0 u 9u � J` i �1 %�1'�1 Y MS LSA � TH 'L nD O TNESS s �o e� - S'�Ga y2E o�A� ZS .3J� � Y 0 Q 91 EM ° r N 0 CD to N m co 0 r 61 Y H x a H 0 z � D _ ° ri�►IIIIIIIL'� 1.. 1 i 0 1 1 1 1 1 1 1 1 1 I I I I I 05/17/2005 FAMOUS FOO WEAR MOO L 0 _ J p J . G c 1 � 47 4789701 1 I+ GEWALT HAMILTON (J007 /00D,AD ® ® - 9 N � N Q,E t_oc.arc S.a�.1 �,ta.csc -rQaJ Gc. ED W ay . ...... . .. O 81 O STARSUM FAW Y r 0 all H 0 ® z ** ES +i— — ° — 0, ° ° —3 N. pnp © O SiG,�J Low1�wLSC�I�I c O J � <v J .DD BATH o OFFICE MAX 0 3CYOf�D 0 Q,E t_oc.arc S.a�.1 �,ta.csc -rQaJ Gc. ED W ay . ...... . .. O 81 O STARSUM FAW Y r 0 all H 0 ® z ** ES +i— — ° — 0, ° ° —3 N. '••. IIl!lI�II��II�II���I�II.�I�I- CMF ju 0 0 JEWEL / ©SCO DRUG z O �?1CaNT L1.JCS I UM o S Q* d 1 (-*,) Cp Q Q i i CA r J O VI tD �P �o s 6aa SIC�gJ �.Oc.A�1oJ "�11 -J J J /r 9 H ilai Em - ZOO 69 0 0 0 L Ov Q EXHIBIT C Conceptual plan for interconnection between Deerbrook Mall and Lake Cook Plaza .N LEGEND PC nvvn ,IC non• xGi¢ o ,olrm •o•eo^ Px� } f . �.® rm�ime� Im•,aa _ r - —1E m,m, ur ®..oxi -'c- -0 a: •.nw_ ..s ®.m.an mon � GRS . ®.samm STO - - r .r�ro ma .m rmsv G¢>u •,�na d sev. �,r.ac smr xawe „Y.Iaxm•i ® m,.. ma, m� _ nwoc °x'�O'0 m rQ ®.•.gar ..coax Gory ®aemmn .000 I�m: : Y. n rm s.em tid.. owe r�41a .maas.m vi ®W 1O v4 0nm S mrGasseQ sx�C�� ^— G,me mID •eYa ID44vIm � •I� aQ Wa I® r�aonp � ��•11 • I ®.N nve•0••s4 moGV►OV6,m lam m,a • IV ®YO<I• Yea PG^i[ 0R.1iGY! i a➢ llll ®YC /[M4 - b OGi mn1OC I®xY G•s1r .GRID 4 41vo @NL N.o.a m 4 vaVl4 P, •x��� I,IVCQ vTl• �. Ga®1 89 � bl elaWY o-41r. 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