The URL can be used to link to this page

S-947 - 07/13/1999 - SPECIAL USE - Ordinances Supporting Documents jo/e C week of extra vacation time or one (1) week of additional pay (at his election). Motion by Trustee McInerney, seconded by Trustee Keray,, to ratify the consensus reached by the Board at the Closed meeting of June 22, 1999 and renew Stephen B. Veitch's Employmer.t Agreement with the Village effective June 1, 1999, with a 3.63% salary increase (current salary $106,150) to a new salary of $110,000, a one-time bonus of$1,500 and a one-time one(1)week of extra vacation time or one(1)week of additional pay(at his election). ROLL CALL VOTE: Ayes: 4 - Trustees Butler,Kenny, McInerney and Savino. Nays: I - Trustee Craig. Absent: I - Trustee Caleel. Motion carried. B. OMINANCFS&RESOLUTIONS: t 1) RDINANC 1999- -SU-S-947 AN RDINAN E ORD. 1499-ZO-S _ GRANTING A SPECIAL USE FQRR THE NEW QQAK BRQQK S-947 PUBLIC LIBRARY (600 !2A BROOK ROAD OAK BROQK SPECIAL USE FO r. !L M-5231 523 NEW OAK BROOK PUBLIC LIBRARYI Discussed and direction given at the Regular meeting of June 22, Road) onto Bxoe�k!, g g g Road} 1999. The ordinance grants a special use permit to construct the new Oak Brook Public Library at 600 Oak Brook Road. Motion by Trustee Savino, seconded by Trustee Kenny, to pass Ordinance 19;9-ZO-SU-S-947, "An Ordinance Granting A Special Use For The New Oak Brook Public Library (600 Oak Brook Road, Oak Brook, IL 60523)", as presented and waive the full :reading thereof. ROLL -'ALI,VOTE: Aves: 5 - Trustees Butler,Craig, Kenny, McInerney and Savino. Nays: 0 - None. Absent: I - Trustee Caleel. Motion carried. j 2) ORDINANCE 1999-PW-EXI-G-637 _ AN _ ORDINANCE On. 1999-PW- 1- ADOPTING A COMPREHENSIVE AMENDMENT TO -637 CHAPTER 12 ENTITLE "P tC�RLl WORKS"_OF THE 9Q„D E TING OF ORDINANCES_ OF T14E VILLAGE_OF Qj& R ENSIVR �. : K AMENDMENT `TO CHAPTER 2 !' ENTITLED, 11Pi,`Btj�C Discussed and direction given at the Regular meeting of ,tune 22, WORKS" � 1999. The following minor changes to Chapter 12 were revised by Village Engineer Durfcy: 1) Remove the date at the top of page 1. I VILLAGE OF OAK BROOK Minutes 3 of 12 July 1 3, 1999 1� V • r IF W a UT VILLAGE OF OAK BROOK 1200 OAK BROOK ROAD OAK BROOK, ILLINOIS 60523.2255 PHONE. 630 990-3000 June 30, 1999 FAX: 630 990-0376 W E B S I T E: www.oak-brook.org i MEMO TO: Village President&Board of Trustees FROM: Richard A. Martens,Village Attorney SUBJECT: Village of Oak Brook Public Library i 600 Oak Brook Road Pursuant to your direction, I have drafted the attached ordinance granting a special use permit to construct the new Oak Brook Public Library. I understand you will consider this matter at your regular meeting on July 13, 1999. Respectfully submitted, Richard A. Martens i Village Attorney RAM:sps Enclosure cc: Stephen B.Veitch, Village Manager l i i VILLAGE OF OAK BROOK Library - Special Use INDEX PAGE CONTENTS Ordinance 199-ZO-SU-S-947 16-16a Board of Trustees Meeting Minutes dated 7/13/99 15 Board of Trustees Meeting Minutes dated 6/22/99 14-14a Recommendation Letter from Director of Community Development, Hawk to Board of Trustees dated June 9, 1999. 13 Recommendation Letter from Zoning Board of Appeals Chairman to Board of Trustees date 6/10/99 12 Zoning Board of Appeals Meeting Minutes dated June 1, 1999 11 Recommendation Letter from Plan Commission Chairman to Board of Trustees and Zoning Board of Appeals 10 Anticipated Costs for Site Location Change from Carow Architects dated 5/26/99 9 Resident Letter from Jerome Kochka dated 5/10/99 8-8d Plan Commission Meeting Minutes dated 5/17/99 7-7a Memo to Plan Commission and Zoning Board of Appeals from Hawk dated 5/5/99 6 Resident Letter dated 5/5/99 5 Certificate of Publication dated 5/5/99 (not included) 4 Board of Trustees Referral Meeting Minutes dated 4/27/99 3 Referral Memo from Hawk to Board of Trustees dated 4/20/99 2 Special Uses, Zoning Ordinance, Section XIII (J) 1-1a Special Use, Conservation/Recreation District, Zoning Ordinance, Section VI-A (2) (pgs. 888.2 - 888.3) A Petition B Surround Property Owners List C Legal Description D-D4 Letter of Explanation from Village Manager Veitch w/Paul Butler Letter attached E-E1 Zoning Building Summary F Site Plan dated 5/10/99 V013-Res Special Use.DEX 0 0 week of extra vacation time or one (1) week of additional pay (at his election). Motion by Trustee McInerney, seconded by Trustee Kenny, to ratify the consensus reached by the Board at the Closed meeting of June 22, 1999 and renew Stephen B. Veitch's Employment Agreement with the Village effective June 1, 1999, with a 3.63% salary increase (current salary $106,150) to a new salary of $110,000, a one-time bonus of$1,500 and a one-time one (1) week of extra vacation time or one (1) week of additional pay (at his election). ROLL CALL VOTE: Ayes: 4 - Trustees Butler, Kenny, McInerney and Savino. Nays: I - Trustee Craig. Absent: 1 - Trustee Caleel. Motion carried. B. ORDINANCES & RESOLUTIONS: 1) ORDINANCE 1999-ZO-SU-S-947 AN ORDINANCE ORD. 1999-ZO-SU- GRANTING A SPECIAL USE FOR THE NEW OAK BROOK S-947 PUBLIC LIBRARY (600 OAK BROOK ROAD OAK BROOK SPECIAL USE FOR T' IL 60523) NEW OAK BROOK PUBLIC LIBRARY (600 Oak Brook Discussed and direction given at the Regular meeting of June 22, Road) 1999. The ordinance grants a special use permit to construct the new Oak Brook Public Library at 600 Oak Brook Road. Motion by Trustee Savino, seconded by Trustee Kenny, to pass Ordinance 1999-ZO-SU-S-947, "An Ordinance Granting A Special Use For The New Oak Brook Public Library (600 Oak Brook Road, Oak Brook, IL 60523)", as presented and waive the full reading thereof. ROLL CALL VOTE: Ayes: 5 - Trustees Butler, Craig, Kenny, McInerney and Savino. Nays: 0 - None. Absent: 1 - Trustee Caleel. Motion carried. 2) ORDINANCE 1999-PW-EXI-G-637 AN ORDINANCE ORD. 1999-PW-EX1- ADOPTING A COMPREHENSIVE AMENDMENT TO G-637 CHAPTER 12 ENTITLED, "PUBLIC WORKS" OF THE CODE ADOPTING A OF ORDINANCES OF THE VILLAGE OF OAK BROOK COMPREHENSIVE AMENDMENT TO ILLINOIS: CHAPTER 2 ENTITLED, "PUBLIC Discussed and direction given at the Regular meeting of June 22, WORKS" 1999. The following minor changes to Chapter 12 were revised by Village Engineer Durfey: 1) Remove the date at the top of page 1. VILLAGE OF OAK BROOK Minutes 3 of 12 July 13, 1999 4� 4 • i 2) Remove the words "This section is new" to the right of Section 12-23. 3) Remove the words "This section is new" to the right of Section 12-102. 4) Within Section 12-204(G)(1), provided the proper syntax for subsections F (2)(a)-- F(2)(c). 5) Inserted the same type of syntax correction for Section 2 under paragraph G. 6) Within Section 12-204(I)(4),the subsections are single-spaced. 7) Within Section 12-204(I)(5), inserted the proper syntax for Section 1 (1). 8) Within Section 12-303(A)(1);deleted the initial $35.00 fee paid with the submission of an application and reinserted the correct code language, which has all fees collected at the time of permit issuance, or at the time of permit abandonment. The updated cost of$35.00 per hour remains in the current draft. 9) Within Section 12-303(C), changed the cut-off date from June I to July 15. The ordinance adopts a comprehensive amendment to Chapter 12 of the Code of Ordinances entitled "Public Works". Motion by Trustee Savino, seconded by Trustee McInerney, to pass Ordinance 1999-PW-EXI-G-637, "An Ordinance Adopting A Comprehensive Amendment To Chapter 12 Entitled, "Public Works" Of The Code Of Ordinances Of The Village Of Oak Brook, Illinois", as presented and waive the full reading thereof. ROLL CALL VOTE: Ayes: 5 - Trustees Butler, Craig, Kenny, McInerney and Savino. Nays: 0 - None. Absent: 1 - Trustee Caleel. Motion carried. 3) ORDINANCE 1999-PW-CR-EXI-S-946 AN ORDINANCE ORD. 1999-PW-CR- ESTABLISHING THE POLICY OF THE VILLAGE OF OAK Ex1—S-946 BROOK ADOPTING THE PUBLIC WORKS CONSTRUCTION ESTABLISHING THE STANDARDS: POLICY OF THE VOB ADOPTING THE PUBLIC WORKS Discussed and direction given at the Regular meeting of June 22, CONSTRUCTION 1999. The ordinance adopts the public works construction standards STANDARDS policy of the Village of Oak Brook. President Bushy publicly commended staff for their efforts in recodification of the Public Works Construction Standards. Trustee Savino noted that the Village Board received a letter from William Lindeman, President of the Brook Forest Homeowners VILLAGE OF OAK BROOK Minutes 4 of 12 July 13, 1999 The Village Board of Trustees concurred with the Village President's recommendation that the Presidents of the Homeowners Associations be the Complete Count Committee. President Bushy further indicated that the Conference dealt with the issues of drug control, violence, guns and violence in schools. She will meet with the Village Manager and Police Chief to address these issues and will present some suggestions to the Village Board of Trustees. She thanked the Board for their support in her attendance of these meetings. B. VILLAGE MANAGER: VILLAGE MANAGER Village Manager Veitch explained that Senator Walsh and Representative Durkin have been invited to attend a Village Board meeting to address the results of the recently concluded legislative session in Springfield. They may be addressing the Board July 12, 13, or 27, 1999. The Tennis Dome was dismantled for summer storage, since it is a temporary structure that requires it to be dismantled otherwise it would have to have a fire suppression system as a permanent structure. 9. DEPARTMENTAL REPORTS: No Business. 10. UNFINISHED AND NEW BUSINESS (Final Action Not Anticipated): A. RECOMMENDATION - VILLAGE OF OAK BROOK - 600 OAK VILLAGE OF OAK BROOK ROAD - SPECIAL USE - LIBRARY: BROOK - SPECIAL USE - LIBRARY The Village of Oak Brook proposes to construct_a 24,000 square foot (600 Oak Brook public library, together with associated parking and enclosed garden Road) spaces on a site approximately three (3) acres in size on the 270-acre Oak Brook Sports Core. The site is located approximately 140 feet north of Oak Brook Road (31st Street) and 800 feet west of Grant Street along the south edge of the Sports Core property. The site includes the area formerly occupied by horse stables. The site was selected after a lengthy process that considered sites on public property owned by the Oak Brook Park District, School District 53 and the Village. The voters authorized location of the Library on the Sports Core by referendum in November 1996. Subsequently, the sufficiency of the referendum process was litigated through the appellate level with the Village ultimately prevailing. VILLAGE OF OAK BROOK Minutes 20 of 33 June 22, 1999 • i The proposed building is positioned on the site to maximize views across the Sports Core open fields and to avoid soils less suitable for building construction toward the western side of the site. The building essentially straddles existing Polo Road as it turns north along the west side of the open fields. The entrance to Polo Road would be relocated approximately 1,000 feet west of its current location and meander north to rejoin existing Polo Road north of the site. The property on which the Library is to be located is zoned CR Conservation/Recreation. Libraries are provided for as special uses in the CR District pursuant to Section VI-A 2(f) of the Zoning Ordinance. The extremely large size of the zoning lot in question renders most of the applicable bulk regulations moot in this case, with the exception of front yard setback and structure height. Section VI-A 7 (a) (2) of the Zoning Ordinance requires a 100-foot setback from Oak Brook Road. The site plan as drawn indicates a setback of 146 feet to the edge of the parking area south of the building. This setback was determined based on the anticipated transfer or right-of-way to DuPage County by the Village of Oak Brook in connection with the County project to improve Oak Brook Road between York Road and Jorie Boulevard. Although the Ordinance provides that no yard or density penalty would result from this conveyance of right-of-way for road widening, the Village desires that the setback that remains after the improvement be substantial and in conformity with CR District requirements. Approximately 42 feet of right-of-way will be conveyed in this particular location. With respect to structure height, Section VI-A 6 of the Zoning Ordinance limits structure height for special uses in the CR District to 40 feet. The elevation drawings indicate a structure height of approximately 36 feet 4 inches. The Zoning Ordinance requires one (1) off-street parking space per 500 feet of floor area for libraries, museums and art galleries. The site plan provides 94 spaces, nearly double the 48 required. This has been done in order to comfortably accommodate users of the public meeting rooms and Library staff simultaneously with Library patrons. Section 7.2 of the Rules of Procedure of the Oak Brook Plan Commission provides that the Commission shall consider certain factors in its review of applications for special use permits. The VILLAGE OF OAK BROOK Minutes 21 of 33 June 22, 1999 Village's assertions relative to the Section 7.2 factors, and suggested findings pertaining to same, are as follows: (a) For proposed uses operated by a public agency or proposed uses traditionally affected with the public interest, the proposed building or use at the particular location requested is necessary or desirable to provide a service or a facility which is in the interest of the public convenience. The proposed use at this particular location is desirable to provide a service (i.e., an adequate public library for Oak Brook) which is in the interest of the public convenience. The site is located on a major thoroughfare, near community recreation facilities, adjacent to a major link to the community's safety pathway system, and convenient to Butler Junior High School. The site is already owned by the public, obviating the need to acquire land for the project at a very substantial cost. Furthermore, use of the Sports Core property for cultural pursuits is consistent with the wishes of the former owner of the property, community founder Paul Butler, as expressed in a letter addressed to the residents of the Village of Oak Brook dated June 3, 1977. (b) The proposed building or use will not cause substantial injury to the value of other property in the neighborhood in which it is located. The Library will enhance the area of the Sports Core in which it will be located, as well as the larger neighborhood. Indeed, a state-of-the- art library will enhance the value of property throughout the Village. There will be no detrimental impacts on adjacent property; the Library will be located more than 800 feet from the nearest occupied structures (the homes on Grant Street). (c) The proposed building or use will be so designed, located and operated that the public health, safety and welfare will be protected. The building and site plan have been designed as to provide a facility that takes advantage of the natural beauty of the Sports Core while remaining safe and accessible to vehicles, bicycles and pedestrians. It will conform to all applicable accessibility codes. The Library will be extremely distant from neighboring property, but will be adjacent to and quite visible from a major traffic artery. VILLAGE OF OAK BROOK Minutes 22 of 33 June 22, 1999 4; /s.� In summary, the Village of Oak Brook seeks approval of a special use permit to locate the Oak Brook Public Library on a portion of the Oak Brook Sports Core pursuant to the applicable provisions of the Zoning Ordinance. No variations are being sought and the project has been sited and designed so as to have no material impact at all on any adjacent property. The Plan Commission, on May 17, 1999, held the required hearing for the Village's petition for Special Use approval for the Library to be located on the Sports Core property. During public testimony, one (1)resident raised questions regarding the location of the building and expressed the opinion that the building should be relocated to the west of the proposed location regardless of the soil conditions. It was argued that this location would avoid the loss of open space that is used for soccer, parking and special events. The Plan Commission, by a vote of 6 to 0, passed a motion recommending approval of the Library Special Use on the basis that the proposal satisfied the standards for Special Use as stipulated in the Zoning Ordinance and including the following conditional elements: 1) 'Parking lot lighting will be turned off within thirty (30) minutes after the library closes for the night with the exception of lighting necessary to provide for effective security of the facilities. 2) Exterior lighting will be so designed to avoid visibility of light sources and spillage onto adjacent properties. 3) Prior to the Zoning Board of Appeals public hearing, staff in conjunction with the design architect will develop cost estimates for construction west of the proposed location taking into account the poor soil bearing conditions. Such information will then allow the best-informed decision regarding the building location. Library Architect Carow indicated in a letter to Village Manager Veitch dated May 26, 1999 that to relocate the Library approximately fifty (50') to sixty (60') feet west the following costs would be incurred: 1) Bad soils are found in this area to the west requiring deeper foundations and footings. The estimated additional cost to the project is $70,000. VILLAGE OF OAK BROOK Minutes 23 of 33 June 22, 1999 0 • 2) Moving parking further west will destroy an existing grove of trees, thirty (30) of which are identified as having value. To replace all of them is estimated to be $300 per tree or $9,000 total. Obviously not each tree needs to be replaced. 3) The land pitches sharply downward just west of Carow's proposed access road. To move the road requires major filling, a new culvert, and retainage of the slopes estimated to cost another $70,000. The road can be left where it is but it will be atop the space allocated for future parking. Any expansion or addition to the building will be without convenient parking. The Zoning Board of Appeals, on June 1, 1999, held the required public hearing regarding the Village's petition for Special Use to locate the new Public Library at the Sports Core. The Board was in receipt of the Plan Commission recommendation for approval. One (1) resident spoke in support of the Library and another, was in support, but objected to the location of the facility stating that he thought it should be located further west as originally planned. He felt the impact of the loss of open field space at the proposed location was more than enough to offset the increased costs relating to the bad soil conditions at the original location. It was the consensus of the Zoning Board of Appeals members that the Standards for Special Use specified within the Zoning Ordinance were satisfied and a motion was passed by a vote of 4 to 0 recommending approval of the Special Use for the Library. The motion included the following conditions: 1) The development shall be in substantial conformity with the plans as submitted. 2) All parking lot and exterior building lighting shall be designed to minimize visibility of light sources and spillage affecting the homes to the east. 3) Parking lot lighting shall be turned off within 30 minutes after the library closes for the night except for necessary security lighting. Trustee Savino asked if anyone wished to speak for or against this issue. No one spoke. VILLAGE OF OAK BROOK Minutes 24 of 33 June 22, 1999 1 /5•0. Motion by Trustee Savino, seconded by Trustee McInerney, to direct the Village Attorney to draft the necessary ordinance for consideration at the Regular meeting of July 13, 1999. VOICE VOTE: Motion carried. B. CODE REVIEW PROJECT - CHAPTER 12 AND PUBLIC WORKS CODE REVIEW — CONSTRUCTION STANDARDS: CHAPTER 12 AND PUBLIC WORKS Final substantive drafts of the comprehensive amendments to Chapter CONSTRUCTION 12 of the Code of Ordinances (Public Works) and of the associated STANDARDS Public Works Construction Standards were distributed to the Village Board on June 11, 1999. At the Board meeting of June 8, 1999 and again in the memorandum that covered the documents last week, Village Manager Veitch suggested the following schedule for consideration: June 11, 1999 - Substantive documents distributed to Village Board; June 22, 1999 - Ordinances introduced as New Business and placed on file for public review; July 13, 1999 - Ordinances considered for adoption on Active Agenda. The ordinances that are involved in adoption of these new provisions: 1) An ordinance adopting the comprehensive amendment to Chapter 12; 2) A policy ordinance adopting the Public Works Construction Standards (by reference); and 3) An ordinance amending Chapter 2 of the Code to: a) Establish the office of Village Engineer (moved from Chapter 12), b) Establish the office of Public Works Director, c) Eliminate the office of Commissioner of Noxious Weeds. COMPREHENSIVE AMENDMENT TO CHAPTER 12 The Comprehensive Amendment to Chapter 12 incorporates relevant provisions of existing Chapter 12, appropriate provisions that more accurately reflect the Village's current practices, and several new provisions. Highlights of the new chapter are described in the following paragraphs. VILLAGE OF OAK BROOK Minutes 25 of 33 June 22, 1999 -Z� /s-e . w 6�OF O.4A, B v 90 � O e e o a C�X011 W `�� VILLAGE OF OAK BROOK 1200 OAK BROOK ROAD OAK BROOK , ILLINOIS 60523- 2255 PHONE: 630 990-3000 FAX: 630 990-0876 MEMO June 9, 1999 TO: President Bushy and Board of Trustees FROM: Tom Hawk, Director of Community Developmen SUBJECT: Village of Oak Brook - Library - 600 Oak Brook Ro d -Special Use The Plan Commission by a vote of 6 to 0 and the Zoning Board of Appeals by a vote of 4 to 0 have recommended approval of the Special Use for the proposed Library facility at the Sports Core. Both bodies felt that the request satisfied the appropriate Standards and included the following conditions as part of their motions: • The development shall be in substantial conformity with the plans as submitted. • All parking lot and exterior building lighting shall be designed to minimize visibility of light sources and spillage affecting the homes to the east. • Parking lot lighting shall be turned off within 30 minutes after the library closes for the night except for necessary security lighting. In addition, the Plan Commission thought that the Village Board may want to consider relocating the building further west if the increased costs of dealing with the poor soil conditions are manageable and requested staff to have the architect develop cost estimates. Please see Architect Carow's May 26, 1999 letter for his cost figures (page 10 of this file). If it is your wish to move toward approval of this request, it would be appropriate to pass a voice motion authorizing Attorney Martens to draft the necessary ordinance for consideration at your July 13, 1999 meeting. Please include the above conditions and your decision regarding the location of the building. Background Please see Manager Veitch's May 7, 1999 letter for an overview of this proposal (see page D- D4 of this file). Comment The only issued raised to any extent during the hearing process was whether the facility should be relocated to the original planned location in spite of the increased costs due to the poor soil conditions at that location. The increased costs as described by Architect Carow are, in my estimate, probably conservative and would represent a considerable cost increase to the overall project. The impact of the loss of open field space is minimal and is further offset by the addition of open field areas at the old Show Field that are part of the Oak Brook Road widening project. r� OF Oq K � 90 o O y � O 'CFCOUN74 VILLAGE OF OAK BROOK 1 2 0 0 OAK BROOK ROAD OAK BROOK , ILLINOIS 60523 - 2255 PHONE: 630 990-3000 June 10, 1999 FAX: 630 990-0876 President Bushy and Board of Trustees Village of Oak Brook 1200 Oak Brook Road Oak Brook, IL 60523 RE: Village of Oak Brook - Library—600 Oak Brook Road — Special Use Dear President Bushy and Board of Trustees: The Zoning Board of Appeals at it's June 1, 1999 meeting held the required public hearing regarding the Village's petition for Special Use to locate the new Public Library at the Sports Core. The Board was in receipt of the Plan Commission recommendation for approval. One resident spoke in support of the Library and another, was in support, but objected to the location of the facility stating that he thought it should be located further west as originally planned. He felt the impact of the loss of open field space at the proposed location was more than enough to offset the increased costs relating to the bad soil conditions at the original location. It was the consensus of the Zoning Board of Appeals members that the Standards for Special Use specified within the Zoning Ordinance were satisfied and a motion was passed by a vote of 4 to 0 recommending approval of the Special Use for the Library. The motion included the following conditions: • The development shall be in substantial conformity with the plans as submitted. • All parking lot and exterior building lighting shall be designed to minimize visibility of light sources and spillage affecting the homes to the east. • Parking lot lighting shall be turned off within 30 minutes after the library closes for the night except for necessary security lighting. Very truly yours, Champ Davi" Chairman Zoning Board of Appeals l3. 0 VILLAGE OF OAK BROOK ZONING BOARD OF APPEALS MINUTES June 1, 1999 1. CALL TO ORDER The meeting was called to order at 7:32 p.m. MEMBERS PRESENT: Chairman Champ Davis Members Richard Ascher George Mueller Manu Shah MEMBERS ABSENT: Louis Aldini ALSO PRESENT: Trustee Alfred Savino Village Manager Stephen Veitch Library Director Ruth Martin Director of Community Development Thomas Hawk A quorum was present. II. APPROVAL OF MINUTES Member Mueller moved, seconded by Member Shah, to waive the reading of the April 6, 1999, regular Zoning Board of Appeals meeting minutes and to approve them as written. VOICE VOTE: All in favor. Motion carried. Ill. BARBARA - 25 BREAKENRIDGE FARM - AN APPEAL of a BUILDING INSPECTOR DETERMINATION Thomas Hawk, Director of Community Development stated that a letter was received from Douglas Slansky, an attorney representing Mr. Barbara, advising that the Appeal had been withdrawn. He briefly reviewed the background of the appeal stating that the fence/wall was built in conflict with the Zoning Ordinance. However, modifications had been made which now bring the structure into compliance. IV VILLAGE OF OAK BROOK- LIBRARY- 600 OAK BROOK ROAD- SPECIAL USE Stephen Veitch, Village Manager represented the Village in its petition. He said that the Village proposes to construct a 24,000 square foot public library, together with associated parking and enclosed garden spaces on a site approximately 3 acres in size on the 270 acre Sports Core. He described the selection of the site, the proposed project and addressed the standards relevant to Special Use petitions. The site was selected after a lengthy process and the voters authorized the location of the Library on the Sports Core property by referendum in November 1996. Subsequently, ZONING BOARD OF APPEALS Minutes June 1,1999 • • the sufficiency of the referendum process was challenged and resolved through the courts with the Village ultimately prevailing. The proposed building is positioned on the site to maximize views across the Sports Core open space and to avoid soils less suitable for building construction toward the western side of the site. The building essentially straddles the existing Polo Road as it turns north along the west side of the open fields. The entrance to Polo Road would be relocated approximately 900 feet west of its current location and meander north to rejoin existing Polo Road north of the site. The property on which the proposed Library is to be located is zoned CR Conservation/Recreation. Libraries are provided for as special uses in the CR District. The Zoning Ordinance requires a 100- foot setback from Oak Brook Road. The site plan as drawn indicates a setback of 146 feet to the edge of the parking area south of the building. The setback was determined based on the anticipated transfer of right-of-way to DuPage County by the Village in connection with the County project to improve Oak Brook Road between York Road and Jorie Blvd. The Ordinance provides that no yard or density penalty would result from this conveyance of right-of-way for road widening, however, the Village desires that the setback that remains after the improvement be in substantial conformity with the CR District requirements. Approximately 42 feet of right-of-way will be conveyed in this particular location. • The elevation drawings indicate a structure height of approximately 36 feet which is less than the maximum structure height for special uses in the CR District of 40 feet. • The site plan provides 94 parking spaces, nearly double the 48 required. The relevant standards required for the granting of a Special Use were addressed by Village Manager Veitch (see pages D-1 and D-2 of the petition file). 1. There will be no detrimental impacts on adjacent property and the Village believes the library will enhance the value of property in the Village. The use of the Sports Core property for cultural pursuits is consistent with the wishes of the former owner of the property, community founder Paul Butler as expressed in his letter dated June 3, 1977 (see copy of letter on pages D-3 and D-4 of the petition file). 2. The library will be located more than 800 feet from the nearest home. 3. The building and site plan have been designed to provide a facility that takes advantage of the natural beauty of the Sports Core while remaining safe and accessible to vehicles, bicycles and pedestrians. It will conform to all applicable accessibility codes. 4. The Library will be extremely distant from neighboring property, but will be quite visible from Oak Brook Road, but not right on it. Village Manager Veitch summarized that the Village of Oak Brook seeks approval of a special use permit to locate the Oak Brook Public Library on a portion of the Sports Core pursuant to the applicable provisions of the Zoning Ordinance. No variations are being sought and the project has been sited and designed so as to have no material impact on any adjacent property. Chairman Davis noted that there was an issue raised during the Plan Commission hearing with respect to the effect of the Library on the use of the adjacent fields. Village Manager Veitch, said that approximately 15,000 square feet of the building would sit on the area known as Field 3 which is nearly 20 acres in size. The impact would be so negligible as to be non existent. The architect said in his letter that to move the entire site to the west not only is there a problem with the soils being able to carry the load of the building, but also problems start with having to do more earthwork. Jerome Kochka, 3001 Grant Street referred to his letter previously submitted to the Plan Commission. He complained that markers were not placed showing where the Library was to be located. He ZONING BOARD OF APPEALS Minutes June 1,1999 Kochka, is the location within the Sports Core property and whether an issue could be made over some internal impact on the property. If it cannot be shown as an impact somehow on the public, the decision as to the site of the Library falls essentially to the property owner, in this case the Village. The Village Board is going to make the final decision on this issue, both to build the Library and the approval of the Special Use. Providing them with the cost was to provide them with all the elements necessary to make an informed decision. Member Ascher moved, seconded by Member Shah that the petitioner has satisfied the standards for recommendation of a Special Use by a public agency as required by the Zoning Ordinance and to recommend for approval the Special Use as requested. 1. The development shall be in substantial conformity with the plans as submitted. 2. All parking lot and exterior building lighting shall be designed to minimize visibility of light sources and spillage affecting the homes to the east. 3. Parking lot lighting shall be turned off within 30 minutes after the library closes for the night except for necessary security lighting. ROLL CALL VOTE: Ayes: 4 - Ascher, Mueller, Shah and Davis. Nays: 0 - Absent: 1 - Aldini. Motion Carried. V. ADJOURNMENT Member Shah moved, seconded.by Member Mueller to adjourn. VOICE VOTE: All in favor. Motion carried. Meeting was adjourned at 8:26 p.m. Director of Community Dev c��t Secretary March 7, 2000 Date Approved ZONING BOARD OF APPEALS Minutes June 1.19,99 • FO 0E 4'r d s t e e O y G cF00UNT� VILLAGE OF OAK BROOK 1 2 0 0 OAK BROOK ROAD OAK BROOK , ILLINOIS 60523 - 2255 PHONE: 630 990-3000 May 20, 1999 FAX: 630 990-0876 President Bushy and Board of Trustees and Zoning Board of Appeals Village of Oak Brook 1200 Oak Brook Road Oak Brook, IL 60523 RE: Village of Oak Brook - Library - 600 Oak Brook Road - Special Use Dear President Bushy and Board of Trustees: The Plan Commission at their May 17, 1999 meeting held the required hearing for the Village's petition for Special Use approval for the Library to be located on the Sports Core property. During public testimony one resident raised questions regarding the location of the building and expressed the opinion that the building should be relocated to the west of the proposed location regardless of the soil conditions. It was argued that this location would avoid the loss of open space that is used for soccer, parking, and special events. The Plan Commission by a vote of 6 to 0, passed a motion recommending approval of the Library Special Use on the basis that the proposal satisfied the standards for Special Use as stipulated in the Zoning Ordinance and including the following conditional elements: • Parking lot lighting will be turned off within thirty minutes after the library closes for the night with the exception of lighting necessary to provide for effective security of the facilities. • Exterior lighting will be so designed to avoid visibility of light sources and spillage onto adjacent properties. • Prior to the Zoning Board of Appeals public hearing, staff in conjunction with the design architect will develop cost estimates for construction west of the proposed location taking into account the poor soil bearing conditions. Such information will then allow the best-informed decision regarding the building location. Very truly yours, Stelios Aktipis Chairman Plan Commission // 2 4 C A R O W A R C H I T E C T S P L A N N E R S May 26, 1999 By Fax 630-99CI-0876 and Mail Mr. Steve Veitch, Village Manager Village of Oak Brook 1200 Oak Brook Road Oak Brook, IL 60523-2255 Re: Anticipated Costs :For Site Location Change A New Oak Brook Public Library Dear Steve, In our design, we have located the building as far to the west as possible without building on the bad soil. that exists. In response to your recent request to assess possible costs for relocating th elibrary approximately fifty to sixty.feet further west 1 have the following to report: 1. Bad soils are found in this area to tho west requiring deeper foundations and footings, The oetin atcd additional cost to the project is $70,000. 2. Moving parking :further west will destroy an existing grove of trees,thirty of which are identified as having value. To replace all of them is estimated to be$300 per tree or$9,000 total. Obviously not each tree needs to be replaced. 3. The land pitches sharply downward just west of our proposed access road, To move the road requires major filling,a new culvert, and retainage of the slopes estimated.to cost another. $70,000,The road, can be left where it is but it will be atop the space allocated for future parking. Any expansion or addition to die building will be without convenient parking. These are our best estimates based on,little detail.. With a more in-depth study the costs could prove to be , greater. Let me know if you have questions or need more detail. i/ _ Yours ly, Jay . Carow, A.I.A,, .Principal C ow • Architects • .Planners, LLC 114 WEST 1:.LINOIS STREET CHICAGO, ILLINOIS 60610 312,661-1 COO (FAX: 312.861.1394) /D• 1 3001 Grant Street Oak Brook, I1. May 10, 1999 To: Elected Officials and Administrative Personnel of Oak Brook RE: Oak Brook Library 1. Please put adequate markers to show site and footprint of the proposed library. 2. Refer to the diagram below. �cEN T�2 T�,c1,v�S 5c)c Sim�c- D s 43 �� c9�rE.�JG� A/L I highly recommend any library property or building west of the line. I strongly object to the library imposing on the athletie fields. Sincere y Kochka 9 1 DRAFT IV. VILLAGE OF OAK BROOK — LIBRARY— 600 OAK BROOK ROAD — SPECIAL USE Stephen Veitch, Village Manager, represented the Village in its petition. He described the selection of the site, the proposed project and addressed the standards relevant to Special Use petitions. The site was selected after a lengthy process and the voters authorized the location of the Library on the Sports Core property by referendum in November 1996. Subsequently, the sufficiency of the referendum process was litigated through the appellate level with the Village ultimately prevailing. The proposed building is positioned on the site to maximize view across the Sports Core open space and to avoid soils less suitable for building construction toward the western side of the site. The building essentially straddles the existing Polo Road as it turns north along the west side of the open fields. The entrance to Polo Road would be relocated approximately 900 feet west of its current location and meander north to rejoin existing Polo Road north of the site. The property on which the proposed Library is to be located is zoned CR Conservation/Recreation. Libraries are provided for as special uses in the CR District. The Zoning Ordinance requires a 100-foot setback from Oak Brook Road. The site plan as drawn indicates a setback of 146 feet to the edge of the parking area south of the building. The setback was determined based on the anticipated transfer of right-of-way to DuPage County by the Village in connection with the County project to improve Oak Brook Road between York Road and Jorie Blvd. The Ordinance provides that no yard or density penalty would result from this conveyance of right-of-way for road widening, however, the Village desires that the setback that remains after the improvement be in substantial in conformity with the CR District requirements. Approximately 42 feet of right-of-way will be conveyed in this particular location. • The elevation drawings indicate a structure height of approximately 36 feet and the Ordinance limits the structure height for special uses in the CR District to 40 feet. • The site plan provides 94 parking spaces, nearly double the 48 required. The relevant standards required for the granting of a Special Use were addressed by Village Manager Veitch on pages D-1 and D-2 of the petition file. 1. There will be no detrimental impacts on adjacent property and the Village believes the library will enhance the value of property in the Village. The use of the Sports Core property for cultural pursuits is consistent with the wishes of the former owner of the property, community founder Paul Butler as expressed in his letter dated June 3, 1977 (see copy of letter on pages D-3 and D-4 of the petition file). 2. The library will be located more than 800 feet from the nearest residential homes. 3. The building and site plan have been designed to provide a facility that takes advantage of the natural beauty of the Sports Core while remaining safe and accessible to vehicles, bicycles and pedestrians. It will conform to all applicable accessibility codes. 4. The Library will be extremely distant from neighboring property, but will be quite visible from Oak Brook Road, but not right on it. PLAN COMMISSION Minutes May 17, 1999 3 Village Manager Veitch summarized that the Village of Oak Brook seeks approval of a special use permit to locate the Oak Brook Public Library on a portion of the Sports Core pursuant to the applicable provisions of the Zoning Ordinance. No variations are being sought and the project has been sited and designed so as to have no material impact on any adjacent property. Member Girgis noted that turning left off of Oak Brook Road is very difficult now, and questioned if a stoplight was being planned as a safety issue. Village Manager Veitch said that you need various statistical standards to warrant a stoplight. Although the traffic volume on Oak Brook Road is sufficient, the key variable would be how much traffic goes in and out of the library. The profile for Oak Brook Road, is two lanes in each direction, and left turn lanes at all necessary points. Chairman Aktipis questioned when a determination could be made. Village Manager Veitch said that a determination cannot be made until after the Library is built to see what the traffic load will be. He also noted that signal warrants are very marginally met at Spring Road, but the County did indicate that they would permit a signal to be installed there if the Village would be desirous to do that. The Village does have an arrangement with the County that provides for signalization of Spring and 31St at the Villages request. The agreement with the County at that intersection is to split the cost of a signal within a limited period of time after the completion of the road. If the Village asked for a signal at the site for the Library, the County would probably not participate in the cost and it would probably be a Village expense. Member Tappin asked about the replacement and widening of the horse path. Veitch said that it will be rebuilt at about the same width and it is part of the area in the pathway system that remains unsurfaced, it is intentionally in stone screenings. The Pathway Committee recommended that the unpaved rings around the Sports Core remain unpaved, which is the preference of runners who prefer the softer surface. There was no public testimony in support of the request. Jerome Kochka, 3001 Grant Street referred to a letter that he sent to the Plan Commission, a copy of which was submitted for the official file. He believes the new Library will encroach upon the existing athletic field. It is also his belief that moving the building further west would not be a problem and that a flat slab foundation can be built anywhere in that area. He also noted that he is not against the Library, just the proposed site. If there is so much land available, why can't the Library be moved further west. Village Manager Veitch said that the placement of the building was due to soil conditions. The construction is to be built using public dollars and he will not recommend using more than absolutely necessary. The stables do not serve a useful purpose and have been gone for four years. It is the Village's position that the proposed site does not encroach onto the fields or in any way impede the current or future uses of the field. They did not look further north because they do not want the building located too close to Oak Brook Road for safety reasons. Member Allen asked if the Library site were moved further west would the cost increase much. Village Manger Veitch said that it would have created extraordinary foundation work. Originally, they wanted the building further west, but the proposed site is as far west as it can go without incurring extraordinary costs. Member Goel said that as an engineer, if the soil borings show that it cannot support the weight of the building, then it will be extremely costly to design the foundations. PLAN COMMISSION Minutes May 17, 1999 4 61?C4-011 Member Girgis noted that Oak Brook has some of the best soccer fields in DuPage County and anything that compromises that should be seriously reviewed. The Village should be sure that the selected site is as far west as it can be located. He questioned what the additional cost would be to build a stronger foundation to be placed on the poorer soil. Village Manager Veitch said that they have not designed that foundation to know the potential cost. The building as last estimated, without extraordinary features in terms of the foundation, is about one million more than they wanted to pay. They are working hard on trying to keep engineering cost down, even as it is designed now. It would not be his recommendation to the Village Board that the public incur even more cost to provide those foundations. With respect to soccer, there is quite a bit of flexibility in the way the land can be used. Part of the Village's agreement with the County with respect to the 31 st right-of-way improvement provides for the flood plain compensatory storage that has to be provided. The old show fields will be regraded and lowered a little. It will be constructed by the County for the Village as two new soccer fields and the County will also reconstruct Bath and Tennis Drive when the road is widened. Member Pequet said that in light of the sensitivities to the open space issue that perhaps they should at least take the time to explore the cost of an alternate foundation system. Additional engineering and spread footings might be $50,000-100,000 or$500,000. We should look at the numbers and then make a better decision as to how much additional work would be necessary. We should develop preliminary cost estimates for the added foundation cost if the site is moved to the west. Member Girgis said that the Plan Commission's focus is to do what is best for the Village now and 10-30 years from now. Is it better to preserve a field as open as possible if the cost is not huge. Village Manager Veitch noted that when you move the building, the parking area also moves that way. As you get further into the woods, the quality of trees improves. The amount of tree loss with the project would increase accordingly. Member Allen questioned if the soccer fields and play areas are reconfigured, how much is really being lost, especially if two additional soccer fields are added. Member Goel said that he walked the site. There was activity going on and it seemed pretty far from the proposed site. There is no doubt there is encroachment into the field, but the real activity was not effected. Village Manger Veitch said that the building is 24,000 feet, slightly more than half of the building is east of the road. 15,000 feet of what is now the unused edge of the field, is involved in this. There are no outdoor activities planned east of the Library. It is the Village's intention to have people look at the Library, as a tribute to the community that built it. i Mr. Kochka said that cutting the trees down is not a major factor. If the building is going to be on a slab, the ground conditions are not that critical. Ruth Martin, Library Director, said that visibility, accessibility, and proximity were the considerations of the Board of Trustees. Proximity is to be near the road and near places that people congregate. Accessibility is building a road to it and having adequate parking and handicapped accessible. Visibility is having it fairly close to 31 st Street without making it dangerous for any child who might run out into the parking lot. PLAN COMMISSION Minutes May 17, 1999 daz 5 Member Pequet said that he believes the Plan Commission is trying to make a judgment call, without having all the facts for the actual costs and he believes that is an issue. Chairman Aktipis said that Mr. Kochka's point of view is to move the Library to maintain the open field. The consideration is the soccer fields, versus the additional cost. Trustee Savino said that at the Antique Show he took tickets from people coming into the event at the Sports Core and while this was going on there were two soccer games being played. He does not see how the Library will impede on the fields at all. Member Goel noted that besides the extra cost of the foundation, then the building will encroach on and destroy additional vegetation rather than using part of an open field. Village Manager Veitch noted that as you go farther west the topography starts to slope off. He added that he did speak with the architect prior to the meeting and the specific location of the building was driven entirely by the soil sample. Member Tappin said that there is a trade off. Two new soccer fields are gained up north and the Village is not giving up too much by placing the Library at this location. The key issue is what is really the expense of placing it further west, and that cannot be answered at this meeting. A conditional approval may be the way to go. Village Manager Veitch said that the project is being estimated out at a substantially higher cost than the Village estimated. He felt he had a responsibility to do whatever he could to minimize cost and still deliver the facility the community wants. He advised the architect to stay on good soil. Village Manager Veitch said that the impact would be significant if it meant redesigning the building. The Village would incur substantial additional costs as well as time to go back and redesign the foundation system to move it seventy-five feet. The project is estimated at 5.2 million, one million higher than anticipated. Adding another 50 to 200 thousand dollars to the cost of the project is too much. Trustee Savino said that the Board of Trustees is now 100% in support of this design and would not want to change it. However, if it could be moved back without any additional cost he would concur with Tom Hawk's suggestion to condition the approval on the Zoning Board of Appeals review of the costs. Member Girgis said that the concept is fine. When you build a building it is an irreversible change to the area that you have to live with. There is a cost benefit balance and sometimes there is a little bit extra cost but you get a benefit long term and you get what you really want. If the cost is little and it was never explored then we are not doing justice long term if we do not entertain that possibility. Tom Hawk indicated that a motion to recommend approval could include a condition that increased foundation cost estimates be developed prior to the Zoning Board of Appeals public hearing. This will then allow this petition process to move forward without penalizing the planned time schedule. The Board of Trustees will then have the information they need to make an informed decision. Village Manager Veitch said that he should be able to get an estimate prior to the Zoning Board of Appeals meeting. PLAN COMMISSION Minutes May 17, 1999 6 �� Member Goel moved, seconded by Member Tappin, that the petitioner having satisfied the necessary standards for Special Use as stipulated in the Zoning Ordinance, to recommend approval of the Library Special Use as proposed including the following conditional elements: 1. Prior to the Zoning Board of Appeals public hearing, staff in conjunction with the design architect will develop cost estimates for construction in the original location with the poor soil bearing conditions. Such information will then allow the best-informed decision regarding the building location. 2. Parking lot lighting will be turned off within thirty minutes after the library closes with the exception of lighting necessary to provide for effective security of the facilities. 3. Exterior lighting will be so designed to avoid visibility of light sources and spillage onto adjacent properties. ROLL CALL VOTE: Ayes: 6 - Allen, Girgis, Goel, Pequet,Tappin and Aktipis Nays: 0 - Absent: 0 - Motion Carried. V. ADJOURNMENT Member Tappin moved, seconded by Member Pequet to adjourn. VOICE VOTE: All in Favor. Motion carried. Meeting was adjourned at 8:58 p.m. Thomas R. Hawk, Secretary Date Approved PLAN COMMISSION Minutes May 17, 1999 av' �9c e 'e O y O COUNTr VILLAGE OF OAK BROOK 1 2 0 0 OAK BROOK ROAD OAK BROOK , ILLINOIS 60523 - 2255 PHONE: 630 990-3000 FAX: 630 990-0876 MEMO May 7, 1999 TO: Plan Commission and Zoning Board of Appeals FROM: Tom Hawk, Director of Community Development .rk SUBJECT: Village of Oak Brook - Library - 600 Oak Brook Road This Village of Oak Brook petition is seeking approval of a Special Use for the new Oak Brook Library to be located on the Village's Sports Core. Please see Village Manager Veitch's letter for a more detailed description of this request (see page D of this file). The Sports Core is in the CR Conservation/Recreation Zoning District and libraries are permitted as Special Uses per Section VI-A(2)(f) of the Zoning Ordinance. The site location is approximately 2500' west of Yprk Road and 142' north of Oak Brook Road. Grant Street is approximately 800' to the east of the proposed building. There are two single-family homes on the east side of Grant Street. These homes are the closest occupied properties to the library site. The proposed site plan and floor plans are in compliance with all Zoning Ordinance requirements. In any case, no zoning relief is being sought and the ordinance will apply. IMPACTS: Due to the large separation distances involved and the low intensity of libraries as a use type, I do not anticipate and detrimental impacts. With the nearest homes being over 800' away, the building and parking lot lighting should not have any effect. Traffic impacts should be minimal, as library usage during the Monday through Friday peak periods is relatively low. PLAN COMMISSION AND ZONING BOARD OF APPEALS RESPONSIBILITIES: Both bodies have responsibility for making a recommendation. Please include in your consideration, your findings with respect to the standards specified within the Zoning P&Z-VOB-Library.mem • May 7, 1999 Plan Commission and Zoning Board of Appeals RE: Village of Oak Brook - Library Page 2 Ordinance for Special Uses. Manager Veitch's letter of explanation addressed these standards. Following are conditions that you may wish to include in your recommendation: • The development shall be in substantial conformance with the submitted plans. • All parking lot and exterior building lighting shall be designed to minimize visibility of light sources by the homes to the east. • Parking lot lighting shall be turned off within 30 minutes after the library closes for the night. • Other conditions that you feel are appropriate. TRH/gp i i P&Z-VOB-Library.mem 6E OF a4't :gyp ego � o ® e O y G A 9CF"OUNTV VILLAGE OF OAK BROOK 1 2 0 0 OAK BROOK ROAD OAK BROOK , ILLINOIS 60523 - 221 55 PHONE : t, 10 990- ;000 FA\ : ;0 990`-0S i 6 May 5, 1999 Dear Resident: The Oak Brook Plan Commission, Zoning Board of Appeals, and the Village Board will be considering a Special Use at the meetings as scheduled on the reverse side of this notice. The application has been filed by: Village of Oak Brook 1200 Oak Brook Road Oak Brook, Illinois 60523 The property in question is located at: 600 Oak Brook Road Relationship of applicant to property: Owner Also shown on the reverse side of this notice is a map* of the area to assist you in determining your relationship to the property in question. The request which has been made is as follows: Approval of a Special use to permit construction of a Library in the Conservation/Recreation District as permitted by Section VI-A (2) (f) of the Zoning Ordinance, on the property commonly known as 600 Oak Brook Road. The location is an approximately 2.6 acre tract, approximately 100 feet north of Oak Brook Road and 2500 feet west of York Road. If you desire more detailed information, please contact me at the Building Department to review the file on this application. I look forward to your attendance at the public meetings. Very truly yours, homas R. Hawk Director of Community Development TRH/gp VOB-Res-Library.ltr In accord with the provisions of the American with Disabilities Act, any individual who is in need of a reasonable accommodation in order to participate in or benefit from attendance at the public meeting should contact Michael Crotty, the Village's ADA Coordinator, at 630-990-5738 as soon as possible before the meeting date. All meetings are held in the Samuel E. Dean Board Room of the Oak Brook Village Hall, on Oak Brook Road (31st Street) and Spring Road, Oak Brook, Illinois. Plan Commission ................................................................. 7:30 p.m., Monday, May 17, 1999 Zoning Board of Appeals...................................................... 7:30 p.m., Tuesday, June 1, 1999 Board of Trustees Meeting............................................. 7:30 p.m., Tuesday, June 22, 1999** **Tentative TENNIS BLDG Z ► 2624 vc¢v, 2707 " II 11 =� ❑ 2714 ► Pump Hoorn 2117 IS 71f �1 1 Or —� 2801 E`ATH E,TENN1j II _ BOO O&k.B oK RD. 7 �,i 2015 SUBJECT II „� ' . 1 PROPERTY 8 9 - �I OAK 810 �oo CIA RD. 10 +11 IN QUESTION 11 Is 70i.OAK 6 RD. 1 Il291$ it // MAINrE Ar/CE TEAMS 6 19 23 IM. 'a ii 61.04. 0oae ! � c—r. n ' 16 IB 20 22 i •;I -_ :/ Soot xo� 8, sow Q 30037 410 Z CC WVI\LIlrY —z\'` LIC Ioil OMMONS \, �� O Y 'ADM. 11 I lo,o, OAK BROOK ROAD o,�BQdoK RD. g 4x0 q14 q� R 3e4 Sot 21 1R \� Sol 3ro ' 411 Qos 308 19 17 Fuu.as w esu , a1O rs CMRIST 3a3 30S��alo 2O r9 W000a CH"Ftem 3117 \IO3 tF 312 1• 16 ,} \ 3121 1 X05 3 X14 to li 11 3202 -07 3x0! 307 , 406 4o$ 6 61 7 / 3212 3213 ►09�= 410 41z 2 4 s 3zz2 t� qlc 4oe CA _ �.. 3305 *Note: The map provided is only an approximation of the area in question and is intended to be used only as a visual aid to determine your relationship to the property. VOB-Res-Library.ltr 0 0 r 2) CHANGE ORDER 93 - 1998 - MFT PAVING PROJECT: 1998 MFT PAVING Approved Omnibus Vote. PROJECT D. PAYOUTS: PAYOUTS: ]) TREASURER, STATE OF ILLINOIS - ILLINOIS 22nD STREET/ DEPARTMENT OF TRANSPORTATION - REIMBURSEMENT YORK ROAD 22ND STREETIYORK ROAD CONSTRUCTION - $21 538 86: CONSTRUCTION Approved Omnibus Vote. 2) CAROW ARCHITECT PLANNERS - PAYOUT 92 - LIBRARY LIBRARY DESIGN DESIGN - $30,950.00: Approved Omnibus Vote. 3) NICHOLAS & ASSOCIATES - PAYOUT- 94 GOLF GOLF CLUBHOUSE CLUBHOUSE EXPANSION - $112.739.00: Approved Omnibus EXPANSION Vote. E. REFERRALS: _ REFERRALS: 1) BOONLAYANGOOR (31 17 YORK ROAD) - PRELIMINARY BOONTLAYANGOOR - AND FINAL PLAT- THREE-LOT SUBDIVISION -- REFER TO PRELIXINARY & FI` PLAN COMMISSION MEETING OF Iy1AY 17 1999: Approved PLAT - 3-LOT SUB. Omnibus Vote. (3117 York Road) 2y'\ ILLAGE OF OAK BROOK 600 OAK BROOK ROADI - VOB - SPECIAL us' SPECIAL USE - LIBRARY -- REFER TO PLAN COiv1MISSION LIBRARY MEETING OF MAY 17. 1999 AND ZONING BOARD OF (600 Oak Brook R� APPEALS MEETING OF JUNE 1. 1999: Approved Omnibus Vote. F. AUTHORIZATION TO SEEK BIDS OR PROPOSALS: No Business. _ . . G. ACCEPT AND PLACE ON FILE - TREASURER'S REPORT OF TREASURER'S MARCH. 1999: Approved Omnibus Vote. REPORT - MAR. , '99 H. ORDINANCE 99-PP-S-935 AN ORDINANCE AUTHORIZING ORD.99-PP-S-935 THE SALE OF CERTAIN PERSONAL PROPERTY OWNED BY SALE OF PERSONAL THE VILLAGE OF OAK BROOK: Approved Omnibus Vote. PROPERTY I. ORDINANCE 99-PP-S-936 AN ORDINANCE AUTHORIZING oRD.99-PP-S-936 THE SALE BY PUBLIC AUCTION OF PERSONAL PROPERTY SALE OF PERSONAL OWNED BY THE VILLAGE OF OAK BROOK: Approved PROPERTY BY PUBLI Omnibus Vote. AUCTION 1 VILLAGE OF OAK BROOK Minutes 3 cF 18 April 27, 1999 CG s � o e 'e O y G VILLAGE OF OAK BROOK 1 200 OAK BROOK ROAD OAK BROOK , ILLINOIS 60523 - 2255 PHONE: 630 990-3000 FAX: 630 990-08-76 MEMO April 20, 1999 TO: President Bushy and Board of Trustees FROM: Tom Hawk, Director of Community Development SUBJECT: Referral -Village of Oak Brook - 600 Oak Brook Road , Special Use - Library The Village staff, at your direction, has submitted a petition for approval of a Special Use for the Library. Please refer this to the Plan Commission for hearing and recommendation at their May 17, 1999 meeting, and to the Zoning Board of Appeals for public hearing and recommendation at their June 1, 1999 meeting. TRH/gp ,I SPECIAL USE APPEtiDIX A—ZOtiING Sec. XIII report of the Zoning Board of Appeals, and without further public hearing, may vote upon the adoption of any proposed amendment in accordance with applica- ble Illinois Statutes, or may refer it back to the Boards for further consideration. (5) Re-Applications: Any person, firm, or corporation having been denied an amendment to the Zoning Ordinance respecting a specific parcel of property may not re-apply for a like amendment on said real property until the period of one (1) year has elapsed since the denial of the application for amendment by the President and Board of Trustees. (Ord. No. G137, 9-14-711) (J) Special Uses. (1) Purpose: The development and execution of the zoning ordinance is based upon the division of the Village into districts, within any one of which the use of land and buildings and the bull'.; and location of buildings or structures, as related to the land, are essentially uniform. It is recognized, however, that there are special uses which, because of their unique character, cannot be properly permitted in particular districts without consideration, in e.=.ch case, of the impact of those uses upon neighboring lands and upon public need for the tic use or �icular location. Such suecial uses all into tw-o categories: (a) Uses operate by public agency or pu licly-regu- lated utilities, sex t d with a public interest. (b) Uses entirely private in character, but of such a nature that the operation may give rise to unique problems with respect to their impact upon neighboring property or public facilities such as, but not limited to, single-family attached and semi-detached dwellings, horizontal condomini- urns and other residential developments. (Ord. No. G66, 12-19-66) 071 • i Sec. XIII OAK BROOK CODE (2) Authoritv: Special uses shall be authorized or denied by the Village Board in accordance with the Statutes of the State of Illinois applicable to amendments of this ordinance, and the regulations and conditions set forth in this ordinance for special uses. No application for a special use shall be acted upon by the Village Board until after: Village (a) A written report is prepared and forwarded to the Board of Appeals and the Village Board by the Plan Commission in a manner prescribed herein for amendments to this ordinance; and (b) A public hearing has been held by the Zoning Board of Appeals, after due notice by publication as pro-v-ided by the applicable Statutes of the State of Illinois for amendments and upon a report of the Plan Commission to the Board of Trustees, if such a report is made. (3) L :iation: An application for a special use may be r ade by any person, firm or corporation or by a-% o =ce, department, boar, bureau or com nission requesting or intended to request a zoning cercincate. (') P-ocessl:r: An application for a s ec al use, in sic for and accompanied by such in cr=na cr., as sHEL. be established from tirr:e to time by the Plan Commission, shall be filed with the Village Clerk and thereafter processed in the manner prescribed thereto- fore for applications and amendn._.ents. Special use applications may be processed simultaneously with reeuests for amendment cf this ordinance. (Ord. No. 6-0,-0, 12-19-66) (5) Decisions: The Village Eoard, upon report of t e Zoning Board of Appeals and the Plan Commission, and without further hearing, may authorize or deny an application for a special use in accordance with the Statutes of the State of Illinois applicable to amend- ments, or may refer it back to the Board of Appeals and the Plan Commission for further consideration. 972 • 0 APPENDIX A—ZONING Sec. XIII No special use shall be authorized by the Village Board unless the special use: (a) If of the type describ in Section XIII(J)(1)(a), is deemed necessary for the public convenience at that ocanon; (Ord. No. G-66, 12-19-1966) (b) Is so designed, located and proposed to be operated that the public health, safety and welfare will be protected; and (c) %Vould not cause substantial injure to the value of other property in the neighborhood in which it is located. (6) Conairions: The Plan Commission and Zoning Board of Appeals may recommend. and the %'illaLe Board may provide, such conditions and restrictions upon the construction, location and operation of a special use, including, but not limited to, provisions for off- street parking and loading as may be deemed necessary to promote the general objectives of this Ordinance and to minimize the injury to the value of the property in the neighborhood. (K) Fees: Fees for any relief under this Ordinance shall be as otherwise established by separate ordinance. (Ord. No. G-132, -? -1971 ; Ord. No. G-289, § 2, 3-21-1981) (L) violation, Penalty And Enforcement: ( 1 ) Any person, firm or corporation who violates, disobeys, omits, neglects, refuses to comply with or who resists enforcement of any of the provisions of this Ordinance shall, upon conviction, be fined not less than twenty five dollars (525.00) nor more than five hundred dollars (5500.00) for each offense. Supp. No. 77 97 Sec. VI-A OAK BROOK CODE This District is not intended to encourage commercial or residen- tial operations. (1) Permitted Uses: (a) Agricultural, including incidental agricultural struc- tures. (b) Forest preserves, wildlife reservations, ecological sanctuaries and arboretums. (c) Parks and playgrounds. (d) Golf courses, and similar open field recreational activities. (e) Accessory uses and structures, incidental to and on the same zoning lot as a principal use. (2) Special Uses: (a) Botanical gardens. (b) Zoological gardens. (c) Educational facilities. (d) Governmental service facilities, including municipal civic centers, police and fire stations and similar uses. (e) Tennis and swimming clubs. (f) Cultural facilities, including libraries, museums, and similar cultural institutions. (Ord. No. G-483, § 3, 3-10-1992) (g) Historic facilities available to the public and used primarily for educational, cultural and/or historic purposes and activities in furtherance of the main- Supp. No. 77 888.2 APPENDIX A—ZONING Sec. VI-A tenance and support of the historic facilities as set forth in the applicable special use ordinance. (h) Accessory uses and buildings incidental to and on the same lot as the principal use. (i) Public warning devices. (Ord. No. G-483, § 3, 3-10-1992; Ord. No. G-566, § 2, 2-13-1996) (j) Winter sports—ice skating rinks, ice hockey, curling, skiing or tobogganing—not less than twenty five (25) acres. (Ord. No. G-608, § 2, 3-10-1998) (3) Lot Area: Not less than five (5) acres. (4) Lot Width: Not less than two hundred twenty feet (220') within the buildable area. (5) Floor Area Ratio: Not to exceed 0. 15. (6) Structure Height: Not more than thirty feet (30'). Special uses may not exceed forty feet (40'). (7) Yards: Yards shall be provided as follows: (a) All yards shall be established according to the fol- lowing requirements: No structure shall be erected or maintained: (1) Within one hundred feet (100') from the center thread of any waterway or watercourse; (2) Within one hundred feet (100') from the right- of-way line of any street; or (3) Within one hundred feet (100') from any ad- jacent residence district. Supp. No. 88 888.3 •Q pP 04k��pp� VILLAGE OF OAK BROOK ® 1200 OAK BROOK ROAD O N 0 OAK BROOK, IL 60523 'OFCOUNt'4 w�`t' 630-990-3045 ; PETITION APPLICATION for PUBLIC HEARING ZONING ORDINANCE: ❑ APPEAL ($100) ❑ VARIATION ($300) ❑ AMENDMENT ($650) N/A ® SPECIAL USE ($400) FLOOD PLAIN: ❑ VARIATION ($300) ❑ SPECIAL USE ($675) NOTE: ALL APPLICATIONS ARE TO BE RECEIVED BY THE DIRECTOR OF COMMUNITY APPLICANT TO COMPLETE DEVELOPMENT AND AFTER AN INITIAL REVIEW WILL BE FILED WITH THE VILLAGE CLERK. LOCATION OF SUBJECT PROPERTY North of Oak Brook Rd East of Bath &Tennis Drive PERMANENT PARCEL NO. - - - LOT NO. SUBDIVISION LEGAL ADDRESS 710 Oak Brook Road ZONING DISTRICT CR ZONING ORDINANCE SECTION Section XIII (J) ACTION REQUESTED: Aggroval of a Sgecial Use for a Library in a Conservation/Recreation District VI-A(2)(f). See Attached Letter of Explanation PROPERTY INTEREST OF APPLICANT OWNER X CONTRACT PURCHASER AGENT OWNER(S)OF RECORD Village of Oak Brook PHONE 630-990-3000 ADDRESS 1200 Oak Brook Road CITY: Oak Brook STATE IL ZIP: 60523 BENEFICIARY(IES)OF TRUST PHONE ADDRESS: CITY: STATE ZIP: NAME OF APPLICANT(and Billing Information) Village of Oak Brook PHONE 630-990-3000 ADDRESS 1200 Oak Brook Road CITY: Oak Brook STATE IL ZIP: 60523 1(we)certify th I of St s d the statements contained in any papers or plan submitted herewith are true to the best of my (our)know) a le 4/15/99 Stephen B.Veitch,Village Manager Date Signature of Applicant Date ......................................................................................................................................................................................................... DO NOT WRITE IN THIS SPACE-FOR OFFICE USE ONLY Date filed -4/15/99 -Fee Paid$ N/A Receipt No. N/A Received By Gail POlanek Board of Trustees(Referral) 4/27/99 Notice Published 5/10/99 Newspaper Daily Herald Adj.Property Owners Notified 5/10/99 PUBLIC HEARING DATES: Plan Commission 5/17/99 Zoning Board of Appeals 6/1/99 Board of Trus es 6/22/99 Board of Trustees 7/13/99 7 (Approval of Ordinance)' Y SIGNED_-VILLAGE CLERK Date ( • • Names of Surrounding Property Owners Following are the names and addresses of all surrounding property owners from the property in question for a distance of approximately 250 feet in all directions. The number of feet occupied by all public roads, streets, alleys, and public ways have been excluded in computing the 250 foot requirement. Said names are as recorded in the office of the County Recorder of Deeds (or the Registrar of Titles of the County)and as appear from the authentic tax records of this County within 30 days of the filing of this application. Provide a mailing label for each Property Owner listed. NAME OF PROPERTY OWNER ADDRESS OF PROPERTY OWNER PROPERTY ADDRESS Charles Blum 3000 Coolidge 3000 Coolidge Apparao Devata 3005 Coolidge 3005 Coolidge Jonathan Keehn 3006 Coolidge 3006 Coolidge Mrs. G. Obucina 3015 Coolidge 3015 Coolidge William Rantis 3020 Coolidge 3020 Coolidge J. Kochka 3001 Grant Street 3001 Grant Street Russell Mcllwain 3009 Grant Street 3009 Grant Street Frank Kral 3001 Lincoln 3001 Lincoln Mr. &Mrs. Coleman 3003 Lincoln 3003 Lincoln Linda Lojewski 3004 Lincoln 3004 Lincoln Norman Vokaty 3007 Lincoln 3007 Lincoln Paula Risetter 3008 Lincoln 3008 Lincoln William Haas 3012 Lincoln 3012 Lincoln Chris Peachy 3014 Lincoln 3014 Lincoln Samuel Volpendesto 3016 Lincoln 3016 Lincoln Stephen Becker 3025 Lincoln 3025 Lincoln Christ Church 501 Oak Brook Road 501 Oak Brook Road Forest Preserve Dist. DuPage County P.O. Box 2339, Glen Ellyn, IL 60138 Fullersburg Woods II (Attach additional sheets if necessary) LEGAL DESCRIPTION Lot 1 in Sports Core Subdivision, a subdivision of part of Section 25 and 26, Township 39 North, Range 11 East of the Third Principal Meridian in DuPage County, Illinois according to the plat thereof recorded on April 9, 1979 as Document#R79-27848. PIN: 06-25-300-017 co f • OF 044 V P d �' 90 � p O y G 0 A t1 COUNi� VILLAGE OF OAK BROOK 1200 OAK BROOK ROAD OAK BROOK, ILLINOIS 60523 - 2255 May 7, 1999 PHONE: 630 990-3000 FAX: 630 990-0876 W E B S I T E: www.oak-brook.org Mr. Stelios Aktipis, Chairman Members of the Oak Brook Plan Commission Village of Oak Brook Mr. Champ Davis, Chairman Members of the Oak Brook Zoning Board of Appeals Village of Oak Brook RE: Petition for Special Use—Oak Brook Public Library Dear Chairman Aktipis, Chairman Davis, and Members: As Village Manager, I represent the Village of Oak Brook in its petition for special use approval for a public library. This letter will describe the project and address the standards relevant to special use petitions. DESCRIPTION OF THE PROJECT The Village of Oak Brook proposes to construct a 24,000 square foot public library, together with associated parking and enclosed garden spaces on a site approximately 3 acres in size on the 270 acre Oak Brook Sports Core. The site is located approximately 140 feet north of Oak Brook Road(31" Street) and 800 feet west of Grant Street along the south edge of the Sports Core property. The site includes the area formerly occupied by horse stables. The site was selected after a lengthy process that considered sites on public property owned by the Oak Brook Park District, School District 53, and the Village. The voters authorized location of the Library on the Sports Core by referendum in November 1996. Subsequently,the sufficiency of the referendum process was litigated through the appellate level with the Village ultimately prevailing. The proposed building is positioned on the site to maximize views across the Sports Core open fields and to avoid soils less suitable for building construction toward the western side of the site. The building essentially straddles existing Polo Road as it turns north along the west side of the open fields. The entrance to Polo Road would be relocated approximately 1,000 feet west of its current location and meander north to rejoin existing Polo Road north of the site. PETITION FOR SPECIAL USE The property on which the Library is to be located is zoned CR Conservation/Recreation. Libraries are provided for as special uses in the CR District pursuant to Section VI-A 2(f) of the Zoning Ordinance. The f Oak Brook Plan Commis* Oak Brook Zoning Board of Appeals May 7, 1999 Page 2 extremely large size of the zoning lot in question renders most of the applicable bulk regulations moot in this case, with the exception of front yard setback and structure height. Section VI-A 7 (a) (2)of the Zoning Ordinance requires a 100-foot setback from Oak Brook Road. The site plan as drawn indicates a setback of 146 feet to the edge of the parking area south of the building. This setback was determined based on the anticipated transfer or right-of-way to DuPage County by the Village of Oak Brook in connection with the County project to improve Oak Brook Road between York Road and Jorie Boulevard. Although the Ordinance provides that no yard or density penalty would result from this conveyance of right-of-way for road widening, the Village desires that the setback that remains after the improvement be substantial and in conformity with CR District requirements. Approximately 42 feet of right-of-way will be conveyed in this particular location. With respect to structure height, Section VI-A 6 of the Zoning Ordinance limits structure height for special uses in the CR District to 40 feet. The elevation drawings indicate a structure height of approximately 36 feet 4 inches. The Zoning Ordinance requires one off-street parking space per 500 feet of floor area for libraries, museums and art galleries. The site plan provides 94 spaces,nearly double the 48 required. This has been done in order to comfortably accommodate users of the public meeting rooms and Library staff simultaneously with Library patrons. Section 7.2 Factors. Section 7.2 of the Rules of Procedure of the Oak Brook Plan Commission provides that the Commission shall consider certain factors in its review of applications for special use permits. The Village's assertions relative to the Section 7.2 factors, and suggested findings pertaining to same, are as follows: (a) F osed uses operated by a public agency or proposed uses traditionally affected with the public inte st,the proposed building or use at the particular location requested is necessary or desirable to rovide a service or a facility which is in the interest of the public convenience. The pr�use s part icular location is desirable to provide a service (i.e., an adequate public library for Oak Brook)which is in the interest of the public convenience. The site is located on a major thoroughfare, near community recreation facilities, adjacent to a major link the community's safety pathway system, and convenient to Butler Junior High School. The site is already owned by the public, obviating the need to acquire land for the project at a very substantial cost. Furthermore, use of the Sports Core property for cultural pursuits is consistent with the wishes of the former owner of the property, community founder Paul Butler, as expressed in the attached letter addressed to the residents of the Village of Oak Brook dated June 3, 1977. (b) The proposed building or use will not cause substantial injury to the value of other property in the neighborhood in which it is located. The Library will enhance the area of the Sports Core in which it will be located, as well as the larger neighborhood. Indeed, a state-of-the-art library will enhance the value of property throughout the Village. There will be no detrimental impacts on adjacent property; the Library will be located more than 800 feet from the nearest occupied structures(the homes on Grant Street). f Oak Brook Plan Commissf is Oak Brook Zoning Board of Appeals May 7, 1999 Page 3 (c) The proposed building or use will be so designed,located and operated that the public health, safety and welfare will be protected. The building and site plan have been designed as to provide a facility that takes advantage of the natural beauty of the Sports Core while remaining safe and accessible to vehicles,bicycles and pedestrians. It will conform to all applicable accessibility codes. The Library will be extremely distant from neighboring property,but will be adjacent to and quite visible from a major traffic artery. SUMMARY AND CONCLUSION In summary,the Village of Oak Brook seeks approval of a special use permit to locate the Oak Brook Public Library on a portion of the Oak Brook Sports Core pursuant to the applicable provisions of the Zoning Ordinance. No variations are being sought and the project has been sited and designed so as to have no material impact at all on any adjacent property. On behalf of the Village President and Board of Trustees and the Library Commission, I thank you for your consideration and look forward to answering your questions at your meetings on May 17 and June 1. Sincerely, i tephen B. Veitch Village Manager /sv Attachment Cc: Village President and Board of Trustees Thomas R. Hawk, Director of Community Development Richard A. Martens, Village Attorney Dale L. Durfey, Jr., P.E., Village Engineer Ruth A. Martin, Library Director r BUTLER COMPANY OOAK BROOK OAD AK BROOK,RILLLINOIS E 5 T A d L 1 S H E D 1 8 4 4 PHONE: 312. 654.2211 CAOLES BUTLER To the Residents, June 3, 1977 Village of Oak Brook SPORTS CORE Dear Residents: Several times in the past I have written a personal letter to all of the then- residents in Oak Brook on matters of extraordinary importance. The last of these was several years ago when I brought to the attention of all residents that we were at about the half-way mark on resident population that had been planned and that along with this we had used up half the land intended for residential development and still had available the other half. Should we, I asked, continue on as we had been going or make changes? Your reply, which favored continuing on the same plan that we'd been follow- ing, was an important guide to us at that moment. I am now writing you about the future of the Sports Core and what should be done about it. Going back many years, and while we were still engaged in gathering and acquiring all the land which we subsequently used in incorporating the Vil- lage of Oak Brook, the first piece I developed in its' present high state of perfection was the Sports Core. This took place before any of the residen- tial, commercial or industrial and played an important part in attracting the best of these developments as they came about, including our regional shop- ping center and saving its' income for the Village which has since Contributed so greatly to Oak Brook's coming to be a handsome and wealthy town. During all this period Butler Company has maintained the Sports Core at its' own expense, without calling on the Village Board of Trustees or the Park Board for any help. In some respects I wish this could continue forever, but since that might not be possible to count on, I am taking you into consultation with me to see what can be done about it. It may be that the Sports Core has already served its' most useful purpose for the Village on matters such as increasing residential values. However, it would be safer and much more valuable to continue the Sports Core and maintain it in its' present form, hopefully for a long time into the future. Butler Company has agreed with the Village President and Board of Trustees that it is willing to sell the Sports Core to the Village, providing that it' s reasonably unanimous that the Village wants it. Residents of Oak Broo6 • June 3, 1977 Page Two. If, for the economics of the Butler Company, as present owner, or the Village, if it comes to be the owner, or both, it should become necessary or even ad- visable that there be some kind of development in the Sports Core, a part of it could be set aside for such a development and all the balance kept and continued as the Sports Core itself. A safe way for the Village to participate in this, if acquiring the Sports Core at the price put on it by the appraisers, would be to market this set-aside portion for the use of something they would be pleased to have, such as a campus/park, and sell it for the original cost of the whole. For example, at current value of ORA property in Oak Brook of $125, 000 per acre, 80 acres developed in this way would yield $10, 000, 000, the entire value of the Village's purchase. This would be marketing and using in this way less than 201,'0 of the land in the Sports Core when including the Butler National Golf Club, which is an important part of the Sports Core. Also, the Sports Core is already surrounded on three sides by commercial and industrial; on the east by the Drake Oak Brook, on the north by commercial, on the west by industrial and on the south by the forests; actual residential frontage being only one-fifth of the total of the four sides, so using a relatively small part to finance perpetuating the balance might not seem too out of place and this was actually in mind originally when the Sports Core was put together tying up such a large piece of land. Regarding the Sports Core and its' future, I feel exactly as has been expressed time after time by our Chief Executive Officers in the Village starting with Sam Dean and continued even more strongly by George Howell, and I would like to include Ted Mohlman, since he helped me put it together originally, which is that we would all feel askance to have the Sports Core developed either in resi- dential or commercial, or probably in any way whatsoever except sports, re- creational or cultural and I think that these Village Presidents, respectively, have felt that their Boards of Trustees have felt the same way as they have about this. For my part, I feel that most of the residents feel the same way as I do on this matter. All of this leads to a plan which I am very glad to have the opportunity of endors- ing and that is for you to authorize or request your Board of Trustees to acquire the Sports Core with the understanding that after some period of ownership you might ask them to liquidate enough of it to recover what it cost to acquire. I think the Village's best long term interest would be served by your voting to acquire a major portion of the Sports Core as it.will be presented for referen- dum vote on June 21st. Sin erely, E PAUL BUTLER PButler/as ZONING/BUILDING SUMMARY: 15 April 1999 OAK BROOK PUBLIC LIBRARY Zoning District: C/R Conservation/Recreational Use: Library/Institutional: Special Use Allowed Special Use Permit Required Minimum Lot Size: Required: 5 acres - Provided: Sports Core Site (+260 Acres) Floor Area Ratio: Allowed: 0.15 Maximum Provided: Sports Core Site — minimum requirements are exceeded (Library 24,000 sf(gross) in±260 acres = +0.002) Minimum Lot Width(220 feet): Provided: Sports Core Site—minimum requirements are exceeded Watercourse Yard Depth (100 ft. minimum): Provided: Sports Core Site—minimum requirements are exceeded Street R.O.W. Line Yard Depth (Oakbrook Road): Required: 110-feet minimum Provided.• 230 feet Street R.O.W. Line Yard Depth (Access Road) Required: 100-feet Provided: 85 feet to Parking Area; 230 feet to Building. Residential Boundary Yard Depth: Required: 100-foot minimum Provided: Sports Core Site— minimum requirements are exceeded (700 feet at least) Maximum Structure Height: Required: 40-foot maximum for Special Uses. Provided: 30 foot approximately Rooftop Equipment Screening Required: Provided ZONINGBUILDING SUMMARY: 15 April 1999 OAK BROOK PUBLIC LIBRARY (page 2) Parking/Loadine: Employee Parking: Required: 1 space/staff member per shift Provided: 10 Parking Spaces General Parking: Required: 1 space/500 net square feet - Provided.- 44 Parking Spaces (22,200 sq.ft.1500) 40 Meeting Room (100seats)Parking: Required: 1 space/2.5 seats Provided.- 40 Parking Spaces Number of Accessible Parking Spaces: Required: 4 (per Illinois Accessibility Code) Provided. 4 HCP Parking Spaces Total Site Parking Provided. 98 Parking Spaces Minimum Parking Space: Required: 9-ft x 18-ft Provided.• 9 ft x 18 ft. Off-Street Loading Berth (Quantity and Size): Required: 1 @ 12-ft. x 55-ft. Provided: 1 @ 12 ft. x 32 ft. Parking Area Trees: Required: 75-feet on center and one per 20 parking spaces Parking Landscaping from Access Road: Required 4-foot high berm or evergreen plantings Parking Limit to Residential Zone Boundary: Required: 40-feet Provided.- Spot-is Core Site—minimum requirements are exceeded (in excess of 700 feet). 1 1 CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-22C Oak Brook, Illinois Date: 6-29-01 FIELD AND PLANT DATA: Location of Placement: Floor Slab Line J to K from Line 8 to 9. Date Placed: 6-29-01 Plant: MMC Time Batched: 11:24 a.m. Truck No. - Time Placed: 12:08 p.m. Delivery Ticket No. 08-026369 Mix No. 57AE Slump, In. 5.25' Air Content, % 2.2 Yield, Cfcy - Air Temperature, OF 90 Concrete Temperature, OF 85 Date Cylinders Received: 6-30-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. 7661 F-1 L- 6 7- 6-01 7 3140 ® Picked up by The Hurley Company. 7662 F-1 L- 6 7- 6-01 7 3210 ❑ Delivered to The Hurley Company. 7663 F-1 L-27 7-27-01 28 4370 Cylinder Test Data 7664 F-1 L-27 7-27-01 28 4390 [:] Type of Fracture if Not Conical. Strength Tests Versus Specifications. 0 Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 c D. Durfey, Jr. (1) CLAUDE H. HURLEY CCrMPANY R. Martin (1) 1e9� �'°� t �4 19 R. Arling (1) R. Gall (1) By ` &> J. Dixon (1) Engineering Direct r K. Palmby (1) T. Murphy (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-23C Oak Brook, Illinois Date: 6-29-01 FIELD AND PLANT DATA: Location of Placement: Floor Slab Line G to H from Line 2 to 3. Date Placed: 6-29-01 Plant: MMC Naperville Time Batched: 1:29 p.m. Truck No. - Time Placed: 2:05 p.m. Delivery Ticket No. 08-026397 Mix No. 9019L Slump, In. 7.0 Air Content, % - Yield, Cfcy - Air Temperature, OF 92 Concrete Temperature, OF 80 Date Cylinders Received: 6-30-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑X Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ❑X Picked up by The Hurley Company. 7665 F-1 L- 6 7- 6-01 7 2960 ❑ Delivered to The Hurley Company. 7666 F-1 L- 6 7- 6-01 7 2920 Cylinder Test Data 7667 F-1 L-27 7-27-01 28 4040 ❑ Type of Fracture if Not Conical. 7668 F-1 L-27 7-27-01 28 4030 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 J 4000 cc: D. Martin 1) (1) CLAUbE H. lMJRLE'Y COMPANY R. Martin (1) / ,. ., a� P R. Arling (1) R. Gall (1) J. Cixon (1) By K. Palmby (1) Engineering Direc r T. Murphy (1) i CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279.7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village o Project No. 4-124-19C pli Oak Brook, Date: 6-22-01 FIELD AND PLANT DATA: Location of Placement: d 4' � t�" +M?�.�°"� ,to C fron Lfa�e 10 to 11. Date Placed: 6-22-01 Plant: MMC Time Batched: 6:40 a.m. Truck No. - Time Placed: 7:25 a.m. Delivery Ticket No. 8-025714 Mix No. 9019L Slump, In. 4.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 60 Concrete Temperature, OF 71 Date Cylinders Received: 6-23-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. 7453 F-1 L- 6 6-29-01 7 ® Picked up by The Hurley Company. 7454 F-1 L- 6 6-29-01 7 ❑ Delivered to The Hurley Company. 7455 F-1 L-27 7-20-01 28 0 Cylinder Test Data 7456 F-1 L-27 7-20-01 28 0 ❑ Type of Fracture if Not Conical. Strength Tests Versus Specifications. 0 Do Comply. ❑ Do Not Comply. Remarks Specifications 28 D. Martin (1) CLAU . LEY O A Y R. rtin tin (1)1) H R. Arling (1) R. Gall (1) J. Dixon (1) K. Palmby (1) By T. Murphy (1) Engineering Director C CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279.7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-20C Oak Brook, Illinois Date: 6-22-01 FIELD AND PLANT DATA: Location of Placement: slab-on-Grade Line E+10' from Line C to 7. Date Placed: 6-22-01 Plant: MMC Time Batched: 7:48 a.m. Truck No. - Time Placed: 8:30 a.m. Delivery Ticket No. 8-025732 Mix No. 9019L Slump, In. 4.0 Air Content, % - Yield, Cfcy - Air Temperature, OF 69 Concrete Temperature, °F 71 Date Cylinders Received: 6-23-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 7457 F-1 L- 6 6-29-01 7 4210 ❑ Delivered to The Hurley Company. 7458 F-1 L- 6 6-29-01 7 4250 Cylinder Test Data 7459 F-1 L-27 7-20-01 28 5720 7460 F-1 L-27 7-20-01 28 5780 ❑ Type of Fracture if Not Conical. Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 cc: D. Durfey, Jr. (1) CLAU H. H RILE C P Y R. Martin (1) R. Arling (1) R. Gall (1) ' J. Dixon (1) By K. Palmby (1) T. Murphy (1) Engineering Direct CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-21C Oak Brook, Illinois Date: 6-22-01 FIELD AND PLANT DATA: Location of Placement: Slab-on-Grade Line C to D from Line 4 to 5. Date Placed: 6-22-01 Plant: MMC Time Batched: 10:20 a.m. Truck No. - Time Placed: 11:00 a.m. Delivery Ticket No. 8-025760 Mix No. 9019L Slump, In. 5.0 Air Content, % - Yield, Cfcy - Air Temperature, OF 80 Concrete Temperature, OF 78 Date Cylinders Received: 6-23-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 7461 F-1 L- 6 6-29-01 7 3160 ❑ Delivered to The Hurley Company. 7462 F-1 L- 6 6-29-01 7 3270 Cylinder Test Data 7463 -1 L-27 7-20-0! 28 4160 ❑ Type of Fracture if Not Conical. 7464 -1 L-27 7-20-01 28 4270 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 cc: D. Durfey, Jr. (1) CLAUD HU EY M AN R. Martin (1) R. Arling (1) "'4—y R. Gall (1) J. Dixon (1) By K. aimby (1)M Engineering Director T. Murphy (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-18C Oak Brook, Illinois Date: 6-15-01 FIELD AND PLANT DATA: Location of Placement: HVAC Vault Protection, Electrical Room Floor and Mechanical Room Floor. Date Placed: 6-15-01 Plant: MMC - Naperville Time Batched: 11:15 a.m. Truck No. - Time Placed: 12:00 p.m. Delivery Ticket No. 08075341 Mix No. 9019 Slump, In. 5.5 Air Content, % 2.0 Yield, Cfcy - Air Temperature, OF 80 Concrete Temperature, OF 75 Date Cylinders Received: 6-16-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength © Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. 7313 F-1 L- 6 6-22-01 7 3650 ® Picked up by The Hurley Company. Cylinder Test Data J E] Delivered to The Hurley Company. 7314 F-1 L- 6 6-22-01 7 366 7315 F-1 L-27 7-13-01 28 4950 7316 F-1 L-27 7-13-01 28 5020 ❑ Type of Fracture if Not Conical. Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 cc: D. Durfey, Jr. (1) R. Martin( 1) CLAVDE H.�L�URLEfY Cl�MPANY Arlin (1) ��t E R. Gall (1) J. Dixon (1) Byi . .his• `" K. Palmby (1) T. Murphy (1) Engineering Direct r LJ� ' CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers T/3-0( PHONE (630) 279-7762 FAX (630) 279-7795 i REPORT OF CONCRETE COMPRESSION TEST Project: Village 0't,- Project No. 4-124-22C Oak Brook, Date: 6-29-01 FIELD AND PLANT DATA: Location of Placement: Floor Slab Line J to K from Line 8 to 9. Date Placed: 6-29-01 Plant: MMC Time Batched: 11-.24 a.m. Truck No. - Time Placed: 12:08 p.m. Delivery Ticket No. 08-026369 Mix No. 57AE Slump, In. 5.25 Air Content, % 2.2 Yield, Cfcy - Air Temperature, OF 90 Concrete Temperature, OF 85 Date Cylinders Received: 6-30-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. 7661 F-1 L- 6 7- 6-01 7 3140 ® Picked up by The Hurley Company. 7662 F-1 L— 6 7— 6-01 7 3210 ❑ Delivered to The Hurley Company. 7663 F-1 L-27 7-27-01 28 Cylinder Test Data 7664 F-1 L-27 7-27-01 28 ❑ Type of Fracture if Not Conical. Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 cc. D. Durfey, Jr. (1) CLAUDE H. HURLEY COMPANY R. Martin (1) ;`i"rp l r�+ . r `,` • Arling (1) 9, R. Gall (1) By ' .; + y , J. Dixon (1) Engineering Direct r K. Palmby (1) T. Murphy (1) ' CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-23C Oak Brook, Illinois Date: 6-29-01 FIELD AND PLANT DATA: Location of Placement: Floor Slab Line G to H from Line 2 to 3. Date Placed: 6-29-01 Plant: MMC - Naperville Time Batched: 1:29 p.m. Truck No. - Time Placed: 2:05 p.m. Delivery Ticket No. 08-026397 Mix No. 9019L Slump, In. 7.0 Air Content, % - Yield, Cfcy - Air Temperature, OF 92 Concrete Temperature, OF 80 Date Cylinders Received: 6-30-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑% Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. Picked up by The Hurley Company. 7665 F-1 L- 6 7- 6-01 7 2960 ❑ Delivered to The Hurley Company. 7666 F-1 L- 6 7- 6-01 7 2920 Cylinder Test Data 7667 F-1 L-27 7-27-01 28 ❑ Type of Fracture if Not Conical. 7668 F-1 L-27 7-27-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 cc: D. Durfey, Jr. (1) CLAI1 E H. 14URLE'Y COMPANY R. Martin (1) r� R. Arling (1) R. Gall (1) J. Cixon (1) By K. Palmby (1) Engineering Direc r T. Murphy (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnlcal Engineers �O ELMHURST, ILLINOIS 60126 PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project.,.., Project No. 4-124-19C Oak Brook, Illinois Date: 6-22-01 FIELD AND PLANT DATA: Location of Placement: Slab-on-Grade Line D to C from Line 10 to 11. Date Placed: 6-22-01 Plant: MMC Time Batched: 6:40 a.m. Truck No. - Time Placed: 7:25 a.m. Delivery Ticket No. 8-025714 Mix No. 9.019L Slump, In. 4.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 60 Concrete Temperature, OF 71 Date Cylinders Received: 6-23-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. 7453 F-1 L- 6 6-29-01 7 4000 ® Picked up by The Hurley Company. 7454 F-1 L- 6 6-29-01 7 4030 ❑ Delivered to T he Hurley Company. 7455 F-1 L-27 7-20-01 28 Cylinder Test Data 7456 F-1 L-27 7-20-01 28 ❑ Type of Fracture if Not Conical. Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 cc,: D. Durfey, Jr. (1) ti R. Martin (1) CLAU . H LEY O A Y R. Arling (1) R. Gall (1) J. Dixon (1) 13y K. Palmby (1) T. Murphy (1) Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-20C Oak Brook, Illinois Date: 6-22-01 FIELD AND PLANT DATA: Location of Placement: Slab-on-Grade Line E+10' from Line C to 7. Date Placed: 6-22-01 Plant: MMC Time Batched: 7:48 a.m. Truck No. - Time Placed: 8:30 a.m. Delivery Ticket No. 8-025732 Mix No. 9019L Slump, In. 4.0 Air Content, % - Yield, Cfcy - Air Temperature, OF 69 Concrete Temperature, OF 71 Date Cylinders Received: 6-23-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. 7457 F-1 L- 6 6-29-01 7 4210 ® Picked up by The Hurley Company. ❑ Delivered to The Hurley Company. 7458 F-1 L- 6 6-29-01 7 4250 Cylinder Test Data 7459 F-1 L-27 7-20-01 28 7460 F-1 L-27 7-20-01 28 ❑ Type of Fracture if Not Conical. Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 cc: D. Durfey, Jr. (1) R. Martin (1) CLAD H. H RLE C P Y R. Arling (1) R. Gall (1) J. Dixon (1) By K. Palmby (1) Engineering Direct T. Murphy (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-21C Oak Brook, Illinois Date: 6-22-01 FIELD AND PLANT DATA: Location of Placement: Slab-on-Grade Line C to D from Line 4 to 5. Date Placed: 6-22-01 Plant: MMC Time Batched: 10:20 a.m. Truck No. - Time Placed: 11:00 a.m. Delivery Ticket No. 8-025760 Mix No. 9019L Slump, In. 5.0 Air Content, % - Yield, Cfcy - Air Temperature, °F 80 Concrete Temperature, OF 78 Date Cylinders Received: 6-23-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 7461 -1 L- 6 6-29-01 7 3160 ❑ Delivered to The Hurley Company. 7462 -1 L- 6 6-29-01 7 3270 Cylinder Test Data 7463 -1 L-27 7-20-01 28 ❑ Type of Fracture if Not Conical. 7464 -1 L-27 7-20-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 cc: D. Durfey, Jr. (1) R. Martin (1) CLAU=/V- K. EY M AN R. Arling (1) R. Gall (1) J. Dixon (1) By Palmby (1) Engineering Director T. Murphy (1) CLAUDE H. HURLEY COMPANY OK 175 WEST FIRST STREET p�f�o ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers 7—`-' ` PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION -PROJECT: PROJECT NO. 4-124-431 Oak roo�, Illinois INSPECTION DATE: 6-29-01 WORK DONE THIS DATE: Concrete Placement: Slab-on-Grade Line F+15' to L from Line 1 to 11 except Line H to K+20' from Line 3 to 4+10' . Placed 144.0 cu yd of Mix No. 9019L per Meyer Material Company. Checked slump and air—concrete temperature. Made Cylinder Sets No. 22 and 23. HURLEY PERSONNEL: D. Kramer A,UDE,4i.w H?RL MPANY cc. D Durfey, Jr. (1) �6Z R.. Martin (1) /; :� i Arlingg (1) Claude H. Hurley, P. R. Gall (1) Engineering Director J. Dixon (1) K. Palmby (1) s CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-17C Oak Brook, Illinois Date: 6-15-01 FIELD AND PLANT DATA: Location of Placement: West Curb of West Parking Lot. Date Placed: 6-15-01 Plant: PMSI - Bridgeview Time Batched: 10:00 a.m. Truck No. - Time Placed: 10:29 a.m. Delivery Ticket No. 14160413 Mix No. 71PCCE859 Slump, In. 0.50 Air Content, % 6.5 Yield, Cfcy - Air Temperature, OF 85 Concrete Temperature, OF 85 Date Cylinders Received: 6-16-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Prairie Material Sales, Inc. COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑X Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ❑X Picked up by The Hurley Company. 7309 F-1 L- 6 6-22-01 7 4770 ❑ Delivered to The Hurley Company. 7310 F-1 L- 6 6-22-01 7 4730 Cylinder Test Data 7311 F-1 L-13 6-29-01 14 5420 ❑ Type of Fracture if Not Conical. 7312 F-1 L-13 6-29-01 14 5400 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 14 3500 cc: D. Durfey, Jr. (1) R. Martin (1) CLAU16E H. ",8,L0 CONIP,�NY R. Arling (1)( J ,, , R. Gall 1 J. Dixon (1) B Y K. Palmby (1) Engineering r L. Burkart (1) g- 9 Direct CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers ELMHURST,ILLINOIS 60126 AKO 7- PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION .PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-41I Oak Brook, Illinois INSPECTION DATE: 6-22-01 WORK DONE THIS DATE: Concrete Placement: Slab-on-Grade Line A to E+101 from Line 1 to 11. Placed 180 cu yd of Mix No. 9019L per Meyer Material Company. Checked slump and air-concrete temperature. Made Cylinder Sets No. 19 through 21. HURLEY PERSONNEL: B. Oscar n ui F CL UDE W HUkLEY1 COMPANY cc: D. Durfey, Jr. (1) 4'�,," i r „�I If 67 R. Martin (1) 'V. ,t': Arlin gg (1) Claude H. Hurley, P.E. R. Gall (1) Engineering Director J. Dixon (1) K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers Ole _()l PHONE(630)279-7762 ,� FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-421 Oak Brook, Illinois INSPECTION DATE: 6-22-01 WORK DONE THIS DATE: Structural Steel Inspection: Canopy Chords. Inspected field welds, reference HPN4-124-1W. HURLEY PERSONNEL: E. Mueller QCAUDE A4,,Ht;RLE'i( Ct MPANY V cc: D. Durfey, Jr. (1) R. Martin (1) y �ti i ,,,R. Arlin g (1) Claude H. Hurley, P. R. Gall (1) Engineering Director J. Dixon (1) K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF VISUAL WELD INSPECTION PROJECT : Village of Oak Brook Public Library PROJECT NO: 4-124-1W Oak Brook, Illinois INSPECTION DATE: 6-27-01 WELD TYPE: Fillet METHOD OF TEST : Visual TEST DATA Location Level Col. Line Direction Results Remarks Roof G-7 Chord Both Pass Roof G-5 Chord Fail Inadequate size Roof E-7 Chord Pass Roof D-6+7' Chord Pass Roof E-5 Chord Pass C UDE F,#.,- UALEI' C( MPANY HURLEY PERSONNEL: E. Mueller ��rr'' Claude H. Hurley, P.E � Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers t �j ELMHURST, ILLINOIS 60126 9 g' � 1� `~OA� PHONE (630) 279-7762 . FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-16C Oak Brook, Illinois Date: 6-14-01 FIELD AND PLANT DATA: Location of Placement: Curb and Gutter. Polo Drive Sta 6+00 to Sta 6+80. Date Placed: 6-14-01 Plant: PMSI Time Batched: 8:49 a.m. Truck No. - Time Placed: 9:54 a.m. Delivery Ticket No. 14160325 Mix No. 71PCCE859 Slump, In. 0.5 Air Content, % 4.0 Yield, Cfcy - Air Temperature, OF 93 Concrete Temperature, OF 85 Date Cylinders Received: 6-15-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Prairie Material Sales, Inc. COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strenath ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ❑g Picked up by The Hurley Company. 7293 F-1 L- 6 6-21-01 7 5020 ❑ Delivered to The Hurley Company. 7294 F-1 L- 6 6-21-01 7 5070 Cylinder Test Data 7295 F-1 L-13 6-28-01 14 5570 ❑ Type of Fracture if Not Conical. 7296 F-1 L-13 6-28-01 14 5640 Strength Tests Versus Specifications. [-X-1 Do Comply. ❑ Do Not Comply. Remarks Specifications 14 3500 cc: D. Durfey, Jr. (1) R. Martin (1) CLAUDE H. HURLEY COMPANY h4. Arling (1) j y R. Gall (1) ( ) "U41-; is J. Dixon 1 K. Palmby (1) T. Murphy Engineering Dire c r CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers ELMHURST,ILLINOIS 60126 V,of f�u PHONE(630)279-7762 v FAX(630)279-7795 REPORT OF FIELD INSPECTION _PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 39I Oak Brook, Illinois INSPECTION DATE: 6-14-01 WORK DONE THIS DATE: Concrete Placement: Curb and Gutter Polo Drive Sta 00+92L&R to Sta 7+22L&R. Monitored placement from Sta 6+OOL to Sta 2+OOL. Monitored 24.0 cu yd of 88.0 cu yd total. IDOT Mix No. 71PCCE859 per Prairie Material Sales, Inc. Checked slump, air content and air-concrete temperature. Made Cylinder Set No. 16. HURLEY PERSONNEL: B. Oscar cc: D. Durfey, Jr. (1) C e, ,UDE A. H RL MPANY R. Martin (1) er . Arling (1) ;' R. Gall (1) Ll I' `' Lad J. Dixon (1) Claude H. Hurley, P. K. Palmby (1) Engineering Director I CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers ELMHURST,ILLINOIS 60126 PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-40I Oak Brook, Illinois INSPECTION DATE: 6-15-01 WORK DONE THIS DATE: Structural Fill Placement: Placed IDOT CA-7 Crushed Stone over HVAC Ductwork Line E+20' to F+101, Line 2 to 5. Concrete Placement: Curb & Gutter. West Parking Lot - West Curb and East Curb Except Islands. Southeast Parking Lot - South Curb and North Curb. Monitored placement of 40.0 cu yd of IDOT Mix No. 71PCCE859 per Prairie Material Sales, Inc. Checked slump, air content and air-concrete temperature. Made Cylinder Set No. 17. HVAC Vault Protection Line E+20' to F, Line 2+2' to 2+6' . Floor Slab. Mechanical Room Line F to F+8' , Line 10+18' to 11+3' Electrical Room. Transformer Pad. Monitored placement of 10.0 cu yd of Mix No. 57. Checked slump, air content and air-concrete temperature. Made Cylinder Set No. 18. HURLEY PERSONNEL: D. Kramer CL, VDE F/�'�HU7LLEj C?PANY Durfey, Jr. (1) ri / R. Martin (1) �, , !, ` `d�• <, R. Arling (1) Claude H. Hurley, P.E. R. Gall (1) Engineering Director J. Dixon (1) K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers 16—��► ��/ PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Projed Project No. 4-124-17C a Brook, Illinois Date: 6-15-01 FIELD AND PLANT DATA: Location of Placement` Date Placed: 6-15-01 Plant: PMSI Bridgeview Time Batched: 10:00 a.m. Truck No. - Time Placed: 10:29 a.m. Delivery Ticket No. 14160413 Mix No. 71PCCE859 Slump, In. 0.50 Air Content, % 6.5 Yield, Cfcy - Air Temperature, OF 85 Concrete Temperature, OF 85 Date Cylinders Received: 6-16-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Prairie Material Sales, Inc. COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑X Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ❑X Picked up by The Hurley Company. 7309 F-1 L- 6 6-22-01 7 4770 ❑ Delivered to The Hurley Company. 7310 F-1 L- 6 6-22-01 7 4730 Cvlinder Test Data 7311 F-1 L-13 6-29-01 14 ❑ Type of Fracture if Not Conical. 7312 F-1 L-13 6-29-01 14 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 14 3500 cc: D. .Durfey, Jr. (1) / Martin (1) CLAI��E H. HQ LEif CC(MP itNY g !� ""g R. Gall (1) J. Dixon (1) r her�A.. `. �;�A• , Iy�✓ By K. Palmby (1) L. Burkart (1) Engineering Direct r CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-18C Oak Brook, Illinois Date: 6-15-01 FIELD AND PLANT DATA: Location of Placement: HVAC Vault Protection, Electrical Room Floor and Mechanical Room Floor. Date Placed: 6-15-01 Plant: MMC - Naperville Time Batched: 11:15 a.m. Truck No. - Time Placed: 12:00 p.m. Delivery Ticket No. 08075341 Mix No. 9019 Slump, In. 5.5 Air Content, % 2.0 Yield, Cfcy - Air Temperature, OF 80 Concrete Temperature, OF 75 Date Cylinders Received: 6-16-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 7313 F-1 L- 6 6-22-01 7 3650 ❑ Delivered to The Hurley Company. 7314 F-1 L- 6 6-22-01 7 3660 Cylinder Test Data 7315 F-1 L-27 7-13-01 28 ❑ Type of Fracture if Not Conical. 7316 F-1 L-27 7-13-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 cc: D. Durfey, Jr. (1) R. Martin (1) CLA ,E H. I1lRLE!Y CM NY . Arling (1) > ~ "� « ; R. Gall (1) `, C`' J. Dixon (1) B ';y: '` � � sL K. Palmby (1) Y T. Murphy (1) Engineering Direct r CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET �� 1 Consulting Geotechnical Engineers ELMHURST, ILLINOIS 60126 PHONE (630) 279.7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Project No. 4-124-16C Oak Brook, I no s Date: 6-14-01 FIELD AND PLANT DATA: Location of Placement: polo Drive Sta 6+00 to Sta 6+80. Date Placed: 6-14-01 Plant: PMSI Time Batched: 8:49 a.m. Truck No. — Time Placed: 9:54 a.m. Delivery Ticket No. 14160325 Mix No. 71PCCE859 Slump, In. 0.5 Air Content, % 4.0 Yield, Cfcy — Air Temperature, OF 93 Concrete Temperature, OF 85 Date Cylinders Received: 6-15-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Prairie Material Sales, Inc. COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strenath ❑K Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ❑K Picked up by The Hurley Company. 7293 F-1 L— 6 6-21-01 7 5020 ❑ Delivered to The Hurley Company. 7294 F-1 L— 6 6-21-01 7 5070 Cylinder Test Data 7295 F-1 L-13 6-28-01 14 ❑ Type of Fracture if Not Conical. 7296 F-1 L-13 6-28-01 14 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 14 3500 cc: D. Durfey, Jr. (1) R. _Martin (1) CLAU'DE H. HURLEY COMPANY Arling (1) ff/,,i {r.�� i jZ R. Gall (1) J. Dixon (1) B l- pd'i 14 K. Palmby (1) T. Murphy Engineering Direc r CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers 0� PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-371 Oak Brook, Illinois INSPECTION DATE: 5-16-01 WORK DONE THIS DATE: Excavation: North Parking Lot. Extended cut to design subgrade. Embankment Fill Placement: Toboggan Hill. Continued placing Soils No. 1 and 2. HURLEY PERSONNEL: E. Mueller -p cc: D. Durfey, Jr. (1) CLA*ODE H " w Y CO PANY R -Martin (1) Arling (1) R. Gall (1) /"�v J. Dixon (1) Claude H. Hurley, P.E. K. Palmby (1) Engineering Director w CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET C'qc 04 ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 2Q O/ FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-13C Oak Brook, Illinois Date: 4-18-01 FIELD AND PLANT DATA: Location of Placement: Wall Line E.5 from Line 11 to 11+20' , Lower 2.0 ft. Date Placed: 4-18-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 10:30 a.m. Delivery Ticket No. 19-065736 Mix No. 9030L Slump, In. 4.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 47 Concrete Temperature, OF 61 Date Cylinders Received: 4-19-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength 0 Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6777 F-1 L- 6 4-25-01 7 2170 ❑ Delivered to The Hurley Company. 6778 F-1 L- 6 4-25-01 7 2160 Cylinder Test Data 6779 F-1 L-27 5-16-01 28 3500 ❑ Type of Fracture if Not Conical. 6780 F-1 L-27 5-16-01 28 3650 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 c&4, D. Durfey, Jr. (1) R. Martin (1) CLA {E �,.,,U M`LtY ANY . Arling (1) E 1 R. Gall (1) J. Dixon (1) By K. Palmby (1) Engineering Di or T. Murphy (1) v CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-14C Oak Brook, Illinois Date: 4-18-01 FIELD AND PLANT DATA: Location of Placement: Transformer Walls. Date Placed: 4-18-01 Plant: MMC Time Batched: - Truck No. Time Placed: 2:00 p.m. Delivery Ticket No.19-065771 Mix No. 9030L Slump, In. 4.75 Air Content, % - Yield, Cfcy - Air Temperature, OF 56 Concrete Temperature, OF 61 Date Cylinders Received: 4-19-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By:Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength © Made by The Hurley Company. No. Curing . Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6781 F-1 L- 6 4-25-01 7 2200 ❑ Delivered to The Hurley Company. 6782 F-1 L- 6 4-25-01 7 2240 Cylinder Test Data 6783 F-1 L-27 5-16-01 28 3840 ❑ Type of Fracture if Not Conical. 6784 F-1 L-27 5-16-01 28 3880 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) ; R. Martin (1) CLAU'D`E H. M ANY R. Arling (1) �/'��: ,o � Y R. Gall (1) .11—4114"l � A r J. Dixon (1) By 7 K. Palmby (1) Engineering Director T. Murphy (1) CLAUDE H. HURLEY COMPANY /;� 175 WEST FIRST STREET ®jf tr''"" 4 ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 ,5- n-of FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 381 Oak Brook, Illinois INSPECTION DATE: 5-17-01 WORK DONE THIS DATE: Excavation: North Parking Lot. Continued cut to design subgrade. Embankment Fill Placement: Toboggan Hill. Continued placing Soils No. 1 and 2. HURLEY PERSONNEL: E. Mueller cc: D. Durfey, Jr. (1) C �A'UDEy,, C� MPANY i . Martin (1) .r, Arling (1) '. _`'i,�'.• - 1."`'41...�.•ii816;.�tir`y �. R. Gall (1) J. Dixon (1) Claude H. Hurley, P. K. Palmby (1) Engineering Director CLAUDE H. HURLEY COMPANY © 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-15C Oak Brook, Illinois Date: 4-19-01 FIELD AND PLANT DATA: Location of Placement: Mechanical Room Structural Slab. Date Placed: 4-19-01 Plant: MMC Time Batched: - Truck No. Time Placed: 2:00 p.m. Delivery Ticket No. 08-021899 Mix No. 9020L Slump, In. 4.25 Air Content, % 6.1 Yield, Cfcy - Air Temperature, OF 67 Concrete Temperature, OF 60 Date Cylinders Received: 4-20-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑R Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. 6785 -1 L- 6 4-26-01 7 3010 0 Picked up by The Hurley Company. ❑ Delivered to The Hurley Company. 6786 -1 L- 6 4-26-01 7 3050 Cylinder Test Data 6787 -1 L-27 5-17-01 28 4060 ❑ Type of Fracture if Not Conical. 6788 -1 L-27 5-17-01 28 4070 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 cc: D. Martin 1) (1) CLAII DE H. URLfY COM ANY R. Martin (1) R. Arling (1) f f l /g �fi A,� R. Gall (1) J. Dixon (1) g y K. Palmby (1) Engineering Direct, r T. Murphy CLAUDE H. HURLEY COMPANY Ole---f 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers j". PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT : Village of Oak Brook Public Library PROJECT NO. 4-124-34I Oak Brook, Illinois INSPECTION DATE: 5-10-01 WORK DONE THIS DATE: Excavation: Cut Duct Trench to Design Subgrade Line F from Line 6 to 8. Embankment Fill Placement: Polo Drive Sta 0+25 to Sta 1+50 West-Center Parking Lot Toboggan Hill. Continued placing Soils No. 1 and 2. Field Density Check Tests: 6 Made, 6 Passed, reference HPN4-124-12F. HURLEY PERSONNEL: E. Mueller cc: D. Durfey, Jr. (1) CLAUDE H. HURLEY COMPANY R. Martin (1) Arling (1) °�`,,� 3 R. Gall (1) n f Y= J. Dixon 1 1aLf&"-"W*'' ,r K. Palmby (1) H�irley, P.E. Engineering Director r i CLAUDE H. HURLEY COMPANY 175 W.FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD DENSITY CHECK TESTS Village of Oak Brook Public Library PROJECT Oak Brook, Illinois PROJECT NO. 4-124-12F TEST DATA: CONTROL OPTIMUM IN-PLACE IN-PLACE MATERIAL DRY MOISTURE DRY MOISTURE TEST TEST ID DENSITY CONTENT DENSITY CONTENT PERCENT NO. DATE NUMBER (Pcf) (%) (Pcf) (%) COMPACTION REMARKS 1 5-10 1 116.2 16.0 114.7 13.7 99 B:a 2 5-10 1 116.2 16.0 115.6 13.4 99 B:a 3 5-10 1 116.2 16.0 111.2 13.7 96 B:a 4 5-10 1 116.2 16.0 112.8 13.6 97 B:.,a 5 5-10 1 116.2 16.0 111.6 13.9 96 B:a 6 5-10 1 116.2 16.0 110.8 14.4 95 B:a TEST LOCATION: NOTES: TEST DEPTH A. STRUCTURAL FILL NO. ELEV LOCATION B. EMBANKMENT FILL C. TRENCH BACKFILL 1 -0.5 Polo Drive Sta 0+50, 10'R. D. LANDSCAPE FILL E. SUB-BASE COURSE 2 -0.5 Polo Drive Sta 1+00, CL. F. BASE COURSE G. BINDER COURSE 3 0.0 Polo Drive Sta 1+00, 101R. H. SURFACE COURSE I. OTHER 4 0.0 Polo Drive Sta 0+50, 101L. a. TEST PASSED b. TEST FAILED 5 0.0 West Lot 20% 201W of Inlet. c. RETEST OF FAILED AREA 6 0.0 West Lot 20'W of Inlet. *Elev 0.0 = Design Subgrade QLAUDE H. HURLEY'COMPANY C Hurley, E. ! Engineering Director ,' CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers le 'v!ELMHURST,ILLINOIS 60126 PHONE(630)279-7762 .J iJ FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 351 Oak Brook, Illinois INSPECTION DATE: 5-11-01 WORK DONE THIS DATE: Excavation: Duct Trench Line F from Line 2 to 6. Extended cut to design subgrade. Embankment Fill Placement: Toboggan Hill. Continued placing Soils No. 1 and 2. HURLEY PERSONNEL: E. Mueller cc: D. Dar . (1) R. Marting (1)1) (;,LAUDE H. HURLEY ;QOMPANY ing R. Arling (1) cc: R. Gall (1) } J. Dixon (1) K. Palmby (1) �"rCYauc�e�i. Hurley, P. Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET 4 �/ ��ro�ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-12C Oak Brook, Illinois Date: 4-13-01 FIELD AND PLANT DATA: Location of Placement: Wall K.1-9.1 to F, 10.1. Date Placed: 4-13-01 Plant: MMC Time Batched: - Truck No. Time Placed: 12:30 p.m. Delivery Ticket No. 08-021456 Slump, In. 4.0 Mix No.9030L Air Content, % - Yield, Cfcy - Air Temperature, OF 60 Concrete Temperature, OF 62 Date Cylinders Received: 4-14-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength © Made by The Hurley Company. No. Curing . Tested (Days) (Psi) ❑ Made by Others. 6731 F-1 L- 6 4-20-01 7 2910 © Picked up by The Hurley Company. ❑ Delivered to The Hurley Company. 6732 F-1 L- 6 4-20-01 7 2900 Cylinder Test Data 6733 F-1 L-27 5-11-01 28 4150 6734 F-1 L-27 5-11-01 28 4100 ❑ Type of Fracture if Not Conical. Strength Tests Versus Specifications. ❑X Do Comply. ❑ Do Not Comply. Remarks Is—pecifications 28 3000 cc: D. Durfey, Jr. a `' !f R. Martin (1) CLAIJD-E H.;44md-Y.. MANY , R. Arling (1) 4co R. Gall (1)J. Dixon (1) By K. Palmby (1) Engineering D T. Murphy CLAUDE H. HURLEY COMPANY ! 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers ( PHONE(630)279-7762 S I c' of FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT : Village of Oak Bro"A� PROJECT NO. 4-124-361 Oak Brook, Illinois INSPECTION DATE: 5-14-01 WORK DONE THIS DATE: Base Course Placement: ea give , HURLEY PERSONNEL: E. Mueller CEr Y CO PANY cc: D. Durfey, Jr. (1)R Martin (1) Arling (1) CP.E. R. Gall (1) Er J. Dixon (1) K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 consulting Geotechnical Engineers PHONE (630) 279-7762 I5-dl FAX (630) 279-7795 S^ REPORT OF CONCRETE COMPRESSION TEST Project: Village Project No. 4-124-5C Oak Broo Illinois Date: 4-3-01 FIELD AND PLANT DATA: Location of Placement: Wall B.5,10.2 to B.3, Top 1.0 ft. Date Placed: 4-3-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 2:05 p.m. Delivery Ticket No. 19-064739 Mix No. 9030L Slump, In. 3.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 47 Concrete Temperature, OF 62 Date Cylinders Received: 4-4-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6637 F-1 L- 6 4-10-01 7 2510 ❑ Delivered to The Hurley Company. 6638 F-1 L- 6 4-10-01 7 2470 Cylinder Test Data 6639 F-1 L-27 5- 1-01 28 4290 ❑ Type of Fracture if Not Conical. 6640 F-1 L-27 5- 1-01 28 4370 Strength Tests Versus Specifications. © Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) R: artin (1) CLAUD H. HURLEY COM ANY Arling (1) R. Gall (1) J. Dixon (1) '�� By K. Palmby (1) T. Murphy (1) Engineering•Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279.7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-6C Oak Brook, Illinois Date:4-4-01 FIELD AND PLANT DATA: Location of Placement: Wall F+5-10 to D-1 and Pier F-2. Date Placed: 4-4-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 2:00 p.m. Delivery Ticket No.19-064847 Mix No. 9030L Slump, In. 3.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 53 Concrete Temperature, OF 62 Date Cylinders Received: 4-5-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By:Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑x Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ❑X Picked up by The Hurley Company. 6673 F-1 L- 6 4-11-01 7 2320 ❑ Delivered to The Hurley Company. 6674 F-1 L- 6 4-11-01 7 2340 Cylinder Test Data 6675 F-1 L-27 5- 2-01 28 3860 ❑ Type of Fracture if Not Conical. 6676 F-1 L-27 5- 2-01 28 3960 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) CLAUDE H. HURLEY CPM�"NY R. Martin (1) 7 v R. Arling (1) 1 i R. Gall (1) J. Dixon (1) BY'�` K. Palmby (1) Engineering Dire- `r T. Murphy (1) CLAUDE H. HURLEY COMPANY f 175 WEST FIRST STREET Of C ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 Q t FAX(630)279-7795 REPORT OF- FIELD INSPECTION PROJECT : Village o PROJECT NO. 4-124-331 Oak Broo MOIS INSPECTION DATE: 5-9-01 WORK DONE THIS DATE: Excavation: Duct Trench Line F from Line 8 to 11. Excavated to design subgrade. Embankment Fill Placement: Toboggan Hill. Continued placing Soil No. 2. HURLEY PERSONNEL: E. Mueller CL E H OA 'ANY c D. Durfey, Jr. (1) R. Martin (1) Claude H. Hurley, P.E. R. Gall ( Arll (1) Engineering(1) En ineerin Director J. Dixon (1) K. P almby (1) • CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook PUblic Library Project No. 4-124-11C Oak Brook, Illinois Date: 4-12-01 FIELD AND PLANT DATA: Location of Placement: Mechanical Room Footing Mat Slab. Footing Line E.5 to F.5 from Line 11 to 11+10' . Date Placed: 4-12-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 2:00 p.m. Delivery Ticket No.08-021376 Mix No.9030L Slump, In. 4.0 Air Content, %- Yield, Cfcy - Air Temperature, OF 47 Concrete Temperature, OF 62 Date Cylinders Received: 4-13-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6719 F-1 L- 6 4-19-01 7 2360 ❑ Delivered to The Hurley Company. 6720 F-1 L- 6 4-19-01 7 2360 Cylinder Test Data 6721 F-1 L-27 5-10-01 28 3870 ❑ Type of Fracture if Not Conical. 6722 F-1 L-27 5-10-01 28 3800 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 30 00 cc: D. Durfey, Jr. (1) R. Martin (1) CL LAUDE HUI EYCO PANY R. Arling (1) R. Gall (1) J. Dixon (1) �1i.` ..+ K. Palmby (1) T. Murphy ct Engineering Dir or CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers ^/ r PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION `•` PROJECT NO. 4-124-271 PROJECT:L spa Oa Broo 2 , Illinois INSPECTION DATE: 4-30-01 WORK DONE THIS DATE: Structural Fill Placement: Line 11 to 11+401 from Line F to G+15' . Placed and compacted Soils No. 1 and 2. Field Density Check Tests: 2 Made, 2 Passed, reference HPN4-124-9F. Embankment Fill Placement: Polo Drive Sta 4+00 to Sta 6+00. Placed and compacted Soil No. 2. Field Density Check Test: 1 Made, 1 Passed, reference HPN4-124-9F. HURLEY PERSONNEL: E. Mueller CLAWD,E H ,�AURAY OJANY cc. D. Durfe Jr. (1) �, 9 n F i 4 p4.•:iJ'�'u�F.J R. Martin (1) .w 'Q '� Arling (1) Claude H . Hurley, P.E. R. Gall (1) Engineering Director J. Dixon (1) K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 W.FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD DENSITY CHECK TESTS Village of Oak Brook Public Library PROJECT Oak Brook, Illinois PROJECT NO. 4-124-9F TEST DATA: CONTROL OPTIMUM IN-PLACE IN-PLACE MATERIAL DRY MOISTURE DRY MOISTURE TEST TEST ID DENSITY CONTENT DENSITY CONTENT PERCENT NO. DATE NUMBER (Pcf) M (Pcf) N COMPACTION REMARKS 1 4-30 1 116.2 16.0 114.6 12.8 99 A:a 2 4-30 2 124.4 13.5 117.9 12.5 95 B:a 3 4-30 2 124.4 13.5 119.0 12.8 96 A:a TEST LOCATION: NOTES: TEST DEPTH A. STRUCTURAL FILL NO. ELEV LOCATION B. EMBANKMENT FILL C. TRENCH BACKFILL 1 98.0 Line G+15' , 11+15' . D. LANDSCAPE FILL E. SUB-BASE COURSE 2 665.5 Polo Drive Sta 5+00, 101R. F. BASE COURSE G. BINDER COURSE 3 99.0 Line G+15' , 11+101 . H. SURFACE COURSE I. OTHER a. TEST PASSED b. TEST FAILED c. RETEST OF FAILED AREA CLA H. I, li; C P�NY 6 Y CI;Ed . I Engineering Director F CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-28I Oak Brook, Illinois INSPECTION DATE: 5-1-01 WORK DONE THIS DATE: Excavation: Polo Drive Sta 2+00 to Sta 2+80. Excavated wet unstable and non-workable Br Silty Clay Fill. Undercut Depth = 1.5 ft. Embankment Fill Placement: Per Excavation, Placed and compacted Soils No. 1 and 2. HURLEY PERSONNEL: E. Mueller CLA H. L Y Mj�ANY ff� cc,. D. Durfey, Jr. (1) R. Martin (1) R. Arling (1) Claude H. Hurley, P.E. J R. Gall (1) Engineering Director J. Dixon (1) K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers ELMHURST,ILLINOIS 60126 p 0 PHONE(630)279-7762 ^ ' ( FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-291 Oak Brook, Illinois INSPECTION DATE: 5-2-01 WORK DONE THIS DATE: Embankment Fill Placement: Polo Drive Sta 2+00 to Sta 2+80. Continued placing Soils No. 1 and 2. HURLEY PERSONNEL: E. Mueller CLAUDE H. HURLEY 9OMgANY cc: D. Durfey, Jr. (1) R. Martin (1) R. Arling (1) C u ley, E. R. Gall (1) Engineering Director J. Dixon (1) K. Palmby (1) CLAUDE H. HURLEY COMPANY dIG A 175 WEST FIRST STREET S - 10— 01 ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT : Village of Oak Brook Public Library PROJECT NO. 4-124- 301 Oak Brook, Illinois INSPECTION DATE: 5-3-01 WORK DONE THIS DATE: Embankment Fill Placement: Polo Drive Sta 1+50 to Sta 2+80. West Parking Lot, West One-half. Continued placing Soils No. 1 and 2. Field Density Check Tests: 4 Made, 4 Passed, reference HPN4-124-10F. HURLEY PERSONNEL: E. Mueller cc: D. Durfey, Jr. (1) ICUDE, I�. HU)RLE1/ C MPANY R. Mar tin (1)R. Arling (1) ,. , .'a R. Gall (1) J. Dixon (1) Claude H. Hurley, P.E K. Palmby (1) Engineering Director CLAUDE H. HURLEY COMPANY 175 W.FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD DENSITY CHECK TESTS Village of Oak Brook Public Library PROJECT Oak Brook, Illinois PROJECT NO. 4-124-1OF TEST DATA: CONTROL OPTIMUM IN-PLACE IN-PLACE MATERIAL DRY MOISTURE DRY MOISTURE TEST TEST ID DENSITY CONTENT DENSITY CONTENT PERCENT NO. DATE NUMBER (Pcf) M (Pcf) (%) COMPACTION REMARKS 1 5-3 1 1 116.2 16.0 114.7 11.9 99 B:a 2 5-3 1 116.2 16.0 113.0 12.5 97 B:a 3 5-3 1 116.2 16.0 111.9 13.3 96 B:a 4 5-3 1 116.2 16.0 111.8 13.5 96 B:a TEST LOCATION: NOTES: TEST DEPTH * A. STRUCTURAL FILL NO. ELEV LOCATION B. EMBANKMENT FILL C. TRENCH BACKFILL 1 -2.0 West Lot. 30'W of Inlet. D. LANDSCAPE FILL E. SUB-BASE COURSE 2 -1.3 West Lot. 30'W, 10'N of Inlet. F. BASE COURSE G. BINDER COURSE 3 -0.8 West Lot. 30'W, 20'N of Inlet. H. SURFACE COURSE I. OTHER 4 0.0 Polo Drive Sta 2+50, 5'R. a. TEST PASSED b. TEST FAILED c. RETEST OF FAILED AREA *Elev 0.0 = Subgrade. C ODE 14,+Jg9ltEYa60N'APANY Claude H. Hurley, P.E. Engineering Director CLAUDE H. HURLEY COMPANY �IG 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers 15 I l PHONE(630)279-7762 ! U FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 311 Oak Brook, Illinois INSPECTION DATE: 5-4-01 WORK DONE THIS DATE: Embankment Fill Placement: South Access Drive Sta 1+50 to Sta 2+80. West Parking Lot, West One-half. Continued placing Soils No. 1 and 2. Field Density Check Tests: 2 Made, 2 Passed, reference HPN4-124-11F. I HURLEY PERSONNEL: E. Mueller cc: D. Durfey, Jr. (1) CLAUDE H. HURLEY,CO PANY R. Martin (1) R. Arling (1) `' R. Gall (1) J. Dixon (1) 0a'Ude4--H°:� H6 hey, 'r E. K. Palmby (1) Engineering Director CLAUDE H. HURLEY COMPANY 175 W.FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD DENSITY CHECK TESTS Village of Oak Brook Public Library PROJECT Oak Brook, Illinois PROJECT NO. 4-124-11F TEST DATA: CONTROL OPTIMUM IN-PLACE IN-PLACE MATERIAL DRY MOISTURE DRY MOISTURE TEST TEST ID DENSITY CONTENT DENSITY CONTENT PERCENT NO. DATE NUMBER (Pcf) M (Pcf) M COMPACTION REMARKS 1 5-4 1 116.21 16.0 109.9 13.6 95 Bea 2 5-4 1 116.2 16.0 109.9 12.4 95 B:a i 1 TEST LOCATION: NOTES: TEST DEPTH A. STRUCTURAL FILL NO. ELEV. LOCATION B. EMBANKMENT FILL South Access Drive. C. TRENCH BACKFILL 1 -0.5 50'E of Polo Drive, 10'N of NCL. D. LANDSCAPE FILL South Access Drive. E. SUB-BASE COURSE 2 0.0 100'E of Polo Drive, 5'SCL. F. BASE COURSE G. BINDER COURSE H. SURFACE COURSE I. OTHER a. TEST PASSED b. TEST FAILED c. RETEST OF FAILED AREA *Elev 0.0 = Subgrade. CLiA)JDE W HUkEY,yC PANY Claude H. Hurley, P.E. Engineering Director 7 CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET V V— az ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 J _ (D — (7I FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: f PROJECT NO. 4-124- 321 Oak Brook, Illinois INSPECTION DATE: 5-8-01 WORK DONE THIS DATE: Embankment Fill Placement: Toboggan Hill. Continued placing Soils No. 1 and 2. HURLEY PERSONNEL: E. Mueller cc. D. Durfey, Jr. (1) CLAUDE H. HURLEY CO PANY R. Martin (1) Arling (1) + ,f R. Gall (1) la �: ;�i J. Dixon (1) 64 rley, P.E. K. Palmby (1) Engineering Director w CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-9C Oak Brook, Illinois Date: 4-10-01 FIELD AND PLANT DATA: Location of Placement: Footing F.5-11 to F-11. Date Placed: 4-10-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 1:30 p.m. Delivery Ticket No. 08-021225 Mix No. 9030L Slump, In. 4.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 57 Concrete Temperature, OF 63 Date Cylinders Received: 4-11-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strenath © Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. 6711 F-1 L- 6 4-17-01 7 2430 © Picked up by The Hurley Company. 6712 F-1 L- 6 4-17-01 7 2410 ❑ Delivered to The Hurley Company. 6713 F-1 L-27 5- 8-01 28 4050 Cylinder Test Data 6714 F-1 L-27 5- 8-01 28 4140 ❑ Type of Fracture if Not Conical. Strength Tests Versus Specifications. ❑X Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) R. Martin (1) CLAUDE . HUR EY CTMPANY R. Arling (1) R. Gall (1) t J. Dixon (1) By r "�` K. Palmby (1) T. Murphy (1) Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-IOC Oak Brook, Illinois Date: 4-11-01 FIELD AND PLANT DATA: Location of Placement: Wall. Column 9.1 to G-11. Date Placed: 4-11-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 1:30 p.m. Delivery Ticket No. 08-021294 Mix No. 9030L Slump, In. 4.0 Air Content, % - Yield, Cfcy - Air Temperature, OF 73 Concrete Temperature, OF 63 Date Cylinders Received: 4-12-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6715 F-1 L- 6 4-18-01 7 2630 ❑ Delivered to The Hurley Company. 6716 F-1 L- 6 4-18-01 7 2660 Cylinder Test Data 6717 F-1 L-27 5- 9-01 28 3910 ❑ Type of Fracture if Not Conical. 6718 F-1 L-27 5- 9-01 28 4070 Strength Tests Versus Specifications. © Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) R. Martin (1) CLAUD HURLEY COMP NY R. Arling (1) R. Gall (1) J. Dixon (1) gy :' K. Palmby (1) Engineering Director T. Murphy (1) CLAUDE H. HURLEY COMPANY Consulting Geotechnical Engineers 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 PHONE(630)279-7762 FAX(630)279-7795 May 2, 2001 Village of Oak Brook Building Department 1200 Oak Brook Road Oak Brook, Illinois 60523 Attention: Mr. Richard Arling Chief Building Inspector Gentlemen: Enclosed for your use is one copy each of Hurley Company Reports of Field Inspection HPN4-124-l I through 26I and Reports of Concrete Compression Test No. 1C through 15C for the above referenced project. You have been added to the mailing list and will receive all subsequent reports. Very truly yours, CLAD H. RL OMP NY C ude H. Hurley, r E. Engineering Director CHH:nw Enclosures cc: D. Durfey - Letter only J. Dixon - Letter only CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnicel Engineers ELMHURST,ILLINOIS 60126 PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 11 Oak Brook, Illinois INSPECTION DATE: 3-21-01 WORK DONE THIS DATE: Excavation: Floor Slab. West One-third of Building Pad. Removed unsuitable Blk Silty Clay and Dk Br Silty Clay Topsoil Fill to the depth encountered. Subgrade Soil Inspection: Per Excavation. Inspected the soil exposed at cut grade. The soil is Br to Br & Gr Silty Clay Retill w/ Qp = 3.5. The soils are suitable for structural fill and floor slab support. Structural Fill Placement: Per Excavation. Began Placing Soil No. 1. Other: Obtained sample of Soil No. 1 for laboratory testing and evaluation. HURLEY PERSONNEL: E. Mueller CLAUDE jH. HWRL�Y rMPANY cc: D. Durfey, Jr. (1) ,l R. Martin (1) ®' R. Gall 1) ( Claude H. Hurley, P. J. Dixon (1) Engineering Director K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 2I Oak Brook, Illinois INSPECTION DATE: 3-22-01 WORK DONE THIS DATE: Excavation: East Two-thirds of Building Pad. Continued cutting to design subgrade. Structural Fill Placement: West One-third of Building Pad. Placed and compacted Soils No. 1 and 2. Field Density Check Tests: 6 Made, 6 Passed, ,reference HPN4-124-1F. Other: Completed laboratory test series on Soils No. 1 and 2, reference Fig. 1 and 2. HURLEY PERSONNEL: E. Mueller CLAUDE H. H RLE YMPANY cc: D. Durfey, Jr. R. Martin (1) R. Gall (1) Claude 'H. Hurley, P.E:' J. Dixon (1) Engineering Director K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 W.FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD DENSITY CHECK TESTS Village of Oak Brook Public Library PROJECT Oak Brook, Illinois PROJECT NO. 4-124-1F TEST DATA: CONTROL OPTIMUM IN-PLACE IN-PLACE MATERIAL DRY MOISTURE DRY MOISTURE TEST TEST ID DENSITY CONTENT DENSITY CONTENT PERCENT NO. DATE NUMBER (Pcf) M (Pcf) M COMPACTION REMARKS 1 3-22 1 116.2 16.0 120.0 14.9 103 A:a 2 3-22 2 124.4 13.5 120.7 14.8 97 A:a 3 3-22 2 124.4 13.5 121.0 14.5 97 A:a 4 3-22 2 124.4 13.5 120.7 14.8 97 A:a 5 3-22 2 124.4 13.5 121.6 15.3 98 A:a 6 3-22 2 124.4 13.5 121.4 15.5 98 Am TEST LOCATION: NOTES: TEST DEPTH A. STRUCTURAL FILL NO. ELEV LOCATION B. EMBANKMENT FILL C. TRENCH BACKFILL 1 669.0 Line G-2. D. LANDSCAPE FILL E. SUB-BASE COURSE 2 669.0 Line E-2. F. BASE COURSE G. BINDER COURSE 3 670.0 Line G-2. H. SURFACE COURSE I. OTHER 4 670.0 Line E-2. a. TEST PASSED b. TEST FAILED 5 671.0 Line E-2. c. RETEST OF FAILED AREA 6 671.0 Line G-3. �LAUDrz It. H 1RLjY MPANY Claude H. Hurley, P.E. Engineering Director 8 . Lie u d ravel on tUT 141T a�cl . , s �,. 118 :: 7777 77 �. v : Tr U a 114 G7 z 110 a A :. a 1061 ...� m. 2 6 q r r w. l� 4 TT M og" 2 � T ..: ... ....3 ,..�.k.: ..n 012 14 16 w:18 20 22 MOISTURE CONTENT, % MOISTURE-DENSITY RELATIONSHIPS CLAUDE H. HURLEY COMPANY STRENGTH-MOISTURE RELATIONSHIPS Consulting Geotechnical Engineers Project Name Village of Oak Brook Public Library HPN Date Fig. Oak Brook, Illinois 4-124-I 3-22-01 1 ° AMPLE D " VF d tatxc x _ w # f Gravel At= 126 a 122 2 O ..� ,... . !�1 z 118 x A w.,.q. 114 �. :.4-1 w. �... . . ORO T. :. : .: H m a Ty 8 10 12 14 16 18 MOISTURE CONTENT, % i MOISTURE-DENSITY RELATIONSHIPS CLAUDE H. HURLEY COMPANY STRENGTH-MOISTURE RELATIONSHIPS Consulting Geotechnical Engineers Project Name village of Oak Brook Public Library HPN Date Fig. Oak Brook, Illinois 4-124-I 3-22-01 2 CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 3I Oak Brook, Illinois INSPECTION DATE: 3-23-01 WORK DONE THIS DATE: Excavation: South Parking Lot Access Drive. Polo Drive to Lot. Removed unsuitable Dk Br Silty Clay Topsoil Fill and Blk Silty Clay Topsoil. Subgrade Soil Inspection: Per Excavation. Inspected the soils exposed at cut grade. The soils are Br Silty Clay Slopewash w/ Qp = 2.0-tsf and Br to Br & Gr Silty Clay Retill w/ Qp = 3.5 tsf. The soils are suitable for embankment fill and pavement support. Embankment Fill Placement: Per Excavation. Began Placing Soils No. 2 and 3. Other: Completed laboratory testing and evaluation of Soil No. 3, reference Fig. 3. HURLEY PERSONNEL: E. Mueller C YDE Vi. HU'ALE� COMPANY cc: D. Durfey, Jr. (1) gb` , Y ire R. Martin (1) -- - R. Gall (1) Claude H. Hurley, P.E.4 J. Dixon (1) Engineering Director K. Palmby (1) r$ - :. 1-1 -� 4: ool a 120 w U . a 116 O z 112 a A w 6 . _: .... O� 2 .�. . ., _. .. . .. �. ...,,.,.3 .. .. .: . .., 010 12 14 16 18 20 MOISTURE CONTENT, % MOISTURE-DENSITY RELATIONSHIPS CLAUDE H. HURLEY COMPANY STRENGTH-MOISTURE RELATIONSHIPS Consulting Geotechnical Engineers Project Name Village of Oak Brook Public Library HPN Date Fig. Oak Brook, Illinois 4-124-I 3-23-01 3 CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-4I Oak Brook, Illinois INSPECTION DATE: 3-26-01 WORK DONE THIS DATE: Excavation: Polo Drive Sta 0+12 to Sta 1+00. Removed unsuitable Dk Br Silty Clay Topsoil Fill and Blk Silty Clay Topsoil to the depth encountered. Subgrade Soil Inspection: Per Excavation. Inspected the soil exposed at cut grade. The soil is Br to Br & Gr Silty Clay Slopewash w/ Qp = 1.5 Tsf. The soil is suitable for embankment fill and pavement support. Embankment Fill Placement: Per Excavation. Began placing IDOT CM-18 Crushed Stone Embankment Fill for temporary construction entrance. Storm Sewer Installation: Culvert at Oak Brook Road. Installed CMP per the intent of the Project Plans and Specifications. HURLEY PERSONNEL: E. Mueller CL E H HU EY O ANY cc: D. Durvey, Jr. (1) , R. Martin (1) R. Gall (1) Claude H. Hurley, P.E. J. Dixon (1) Engineering Director K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnicel Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 51 Oak Brook, Illinois INSPECTION DATE: 3-27-01 WORK DONE THIS DATE: Excavation: Perimeter Footings Line E-11 to F-1 Counterclockwise. Excavated profile soils to design subgrade. Properties of soil per Subgrade Soil Inspection. Subgrade Soil Inspection: Per Excavation. The soil at cut grade is Br & Gr Silty Clay Retill w/ Qp = 3.5 to 4.5+ tsf and Qa = 5.0+ ksf. The soil is suitable for footing support. HURLEY PERSONNEL: E. Mueller CLAUDE H. HURLEY COMPANY cc: D. Durfey, Jr. (1) R. Martin (1) u�v a� �'4 i, R. Gall (1) Claude H. Hurley, P.E J. Dixon (1) Engineering Director K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers ELMHURST,ILLINOIS 60126 PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT.: Village of Oak Brook Public Library PROJECT NO. 4-124-61 Oak Brook, Illinois INSPECTION DATE: 3-28-01 WORK DONE THIS DATE: Excavation: Perimeter Footings from Line F-1 to 11.5-11 Counterclockwise. Excavated profile soils to design and undercut subgrade. Subgrade soil properties and cut geometrics per Subgrade Soil Inspection. Subgrade Soil Inspection: Per Excavation. The following is a summary of the cut geometrics and soil properties data Undercut Soil Values Depth Qp Qa Location (Ft) Soil Description (Tsf) (Ksf) E-11 to K-3+20' 0.0 Br & Gr Silty Clay Retill 3.5 to 4.5+ 5.0+ K-3+20' to L-6 1.0 Br & Gr Silty Clay Retill 2.5 5.0 L-6 to K+8'-8 1.5 Br & Gr Silty Clay Retill 2.5 5.0 K+8'-8 to J.5-9.8 2.0 Br & Gr Silty Clay Retill 2.5 5.0 J.5-9.8 to H.5-11 1.5 Br & Gr Silty Clay Retill 2.5 to 4.5+ 5.0+ The soils are suitable for structural fill and footing support. Structural Fill Placement: Per Subgrade Soil Inspection. Undercut Zones. Placed IDOT CA-7 Crushed Stone in maximum 18-in. lifts loose measure. Compacted the material with a minimum 3 passes of 72-in. vibratory steel drum roller to develop uniform support characteristics through particle interlock. Reinforcing Steel Placement: Column Footings Line E-11 to C.5-1 Counterclockwise. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Perimeter Footings and Column Footings per Reinforcing Steel Placement. Placed 32.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Set No. 1. HURLEY PERSONNEL: E. Mueller C DE U LEY/�C PANY cc: D. Durfe , Jr. (1) ��t d Y f •� R. Martin (1) ' . Dixon (Gall ( (1) Y• J Claude H. Hurley, P.E. . K. Palmby (1) Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREE ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 I REPORT OF FIELD INSPECTION PROJECT : Village of Oak Brook PROJECT NO. 4-124- 71 Oak Brook, Illinois INSPECTION DATE: 3-29-01 WORK DONE THIS DATE: Excavation: Footings C-5, C-7, E-3, E-5, E-7, E-9, G-3, G-5 and G-7. Excavated profile soils to design subgrade. Subgrade soil properties and cut geometrics per Subgrade Soil Inspection. Subgrade Soil Inspection: Per Excavation. The following is a summary of the cut geometrics and soil properties. QP Qa Location Soil Description (Tsf) (Ksf) C-5 Br & Gr Silty Clay Retill 4.5+ 5.0+ C-7 Br & Gr Silty Clay Retill 4.5+ 5.0+ E-3 Br & Gr Silty Clay Retill 4.5+ 5.0+ E-5 Br & Gr Silty Clay Retill 4.5+ 5.0+ E-7 Br & Gr Silty Clay Retill 4.5+ 5.0+ E-9 Br & Gr Silty Clay Retill 4.5+ 5.0+ G-3 Br & Gr Silty Clay Retill 4.0 5.0+ G-5 Br & Gr Silty Clay Retill 4.0 5.0+ G-7 Br & Gr Silty Clay Retill 4.5+ 5.0+ The subgrade soil is suitable for footing support. Reinforcing Steel Placement: Footings per Subgrade Soil Inspection. Perimeter Footings from C.5-1 to C-6. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Per Reinforcing Steel Placement. Placed 48.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Set No. 2. HURLEY PERSONNEL: E. Mueller cc: D. Durfey, Jr. (1) CL UDE H. HURLEY COMPANY R. Martin (1) R. Gall (1) J. Dixon (1) K. Palmby (1) +'; % a �'';�4 "-�►-A i �ata�l�''ti':� H�i�le P.'E. Y• Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-81 Oak Brook, Illinois INSPECTION DATE: 3-30-01 WORK DONE THIS DATE: Excavation: Polo Drive Sta 1+00 to Sta 2+50. South One-half of Parking Lot. Stripped Root Mat and Blk Silty Clay Topsoil to the depth encountered. Embankment Fill Placement: West Lot. South One-half of Parking Lot. Began placing Soils No. 1 and 2. Reinforcing Steel Placement: Piers E-3, E-5, E-7, E-9, G-3 and G-5. Footing E-6 to H.5-11. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Per Reinforcing Steel Placement. Placed 19.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Set No. 3. HURLEY PERSONNEL: E. Mueller CLAUDE H. .+IURLEY gOMP,ANY cc: D. Durfey, Jr. (1) ;��;>' R. Martin (1) ' IF L R. Gall (1) b J. Dixon (1) Claude H. Hurley, P.E. K. Palmby (1) Engineering Director ,7 i CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT : Village of Oak Brook Public Library PROJECT NO. 4-124-9I Oak Brook, Illinois INSPECTION DATE: 4-2-01 WORK DONE THIS DATE: Excavation: Footings F-2, F-4, F-8, F-10, G-9, J-5 and J-7. Removed the profile soils to cut grade. Cut geometrics and subgrade soil properties per Subgrade Soil Inspection. Subgrade Soil Inspection: Footings per Excavation. The following is a summary of the cut geometrics and soil characteristics. Undercut Soil Values Depth Qp Qa Footing (Ft) Soil Description (Tsf) (Ksf) F-2 0.0 Br & Gr Silty Clay Till 4.5+ 5.0+ F-4 0.0 Br & Gr Silty Clay Till 4.5+ 5.0+ F-8 0.0 Br & Gr Silty Clay Till 4.5+ 5.0+ F-10 0.0 Br & Gr Silty Clay Till 4.5+ 5.0+ G-9 0.0 Br & Gr Silty Clay Till 4.5+ 5.0+ 1-5 1.5 Br & Gr Silty Clay Retill 2.0 to 2.5 5.0 J-7 1.5 Br & Gr Silty Clay Retill 2.5 5.0+ The soils are suitable for footing support. Reinforcing Steel Placement: Footings per Subgrade Soil Inspection and Piers C-5 and C-7. Wall Line C+35'-11 to B.5-10.1. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Wall, Footings and Piers per Reinforcing Steel Placement. Placed 22.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Set No. 4. HURLEY PERSONNEL: E. Mueller A9z EY O ANY cc: D. Durfey, Jr. (1)R. Martin (1) , .E. R. Ga ll (1) tor J. Dixon (1) K. Palmby (1) ` CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-10I Oak Brook, Illinois INSPECTION DATE: 4-3-01 WORK DONE THIS DATE: Excavation: Footings. Mechanical Room East Walls. Removed profile soils to design grade. Subgrade Soil Inspection: Footings per Excavation. The soils exposed at cut grade are Br & Gr Silty Clay Till w/ Qp = 4.5+ Tsf and Qa = 5.0+ Ksf. The soils are suitable for footing support. Reinforcing Steel Placement: Wall Line B.5-10.2 to B-3. Piers J-5, J-7 and G-7. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Per Reinforcing Steel Placement. Placed 11.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Set No. 5. Embankment Fill Placement: South One-half of West Parking Lot. Placed and compacted Soils No. 1 and 2. Field Density Check Tests: 2 Made, 2 Passed, reference HPN4-124-3F. HURLEY PERSONNEL: E. Mueller CL E H EY�fpCO ANY cc: D Durfey, J - t R. Martin (1) R. Gall (1) Claude H. Hurley, P.E. J. Dixon (1) Engineering Director K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 W.FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD DENSITY CHECK TESTS Village of Oak Brook Public Library PROJECT Oak Brook, Illinois PROJECT NO. 4-124-3F TEST DATA: CONTROL OPTIMUM IN-PLACE IN-PLACE MATERIAL DRY MOISTURE DRY MOISTURE TEST TEST ID DENSITY CONTENT DENSITY CONTENT PERCENT NO. DATE NUMBER (Pcf) N (Pcf) M COMPACTION REMARKS 1 4-3 2 124.4 13.5 118.3 12.7 95 B:a 2 4-3 2 124.4 13.5 120.7 12.4 97 B:a TEST LOCATION: NOTES: TEST DEPTH * A. STRUCTURAL FILL NO. ELEV LOCATION B. EMBANKMENT FILL West Parking Lot. C. TRENCH BACKFILL 1 -1.5 20'E, 10'S of South Inlet. D. LANDSCAPE FILL West Parking Lot. E. SUB-BASE COURSE 2 -1.0 20'E, 30'N of South Inlet. F. BASE COURSE G. BINDER COURSE H. SURFACE COURSE I. OTHER a. TEST PASSED b. TEST FAILED c. RETEST OF FAILED AREA *Elev 0.0 = Design Subgrade CLAUDE ti H7;*v LEY f DO PANY laUe . r , P.�. I'0�' Engineering Director f CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 111 Oak Brook, Illinois INSPECTION DATE: 4-4-01 WORK DONE THIS DATE: Excavation: Mechanical Room West Footing. South Parking Lot West One-half of West Lot. Excavated profile soils to design and undercut subgrade. Subgrade Soil Inspection: Footings Per Excavation. The soil exposed at design subgrade is Br & Gr Silty Clay Till w/ Qp = 4.5 Tsf and Qa - 5.0+ Ksf. The soil is suitable for footing support. Parking Lots Per Excavation. The soil is Br to Br & Gr Silty Clay Slopewash w/ Qp = 1.5 to 2.0 Tsf. The soil is suitable for embankment fill and pavement support. Embankment Fill Placement: Parking Lots Per Excavation. Began .placing Soils No. 1 and 2. Reinforcing Steel Placement: Wall. Line B-3 to F+5'-1.2. Pier F-2. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Wall and Pier per Reinforcing Steel Placement. Placed 12.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Set No. 6. HURLEY PERSONNEL: E. Mueller cc: D. Durfey, Jr. (1) CLArr`U;DE H ' HUKLEY9'CO ' PANY R. Martin (1) ;--; R. Gall (1) f ,J = r•, a J. Dixon (1) ' K. Palmby (1) Claude H. Hurley, P.E. Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers ELMHURST,ILLINOIS 60126 PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 12I Oak Brook, Illinois INSPECTION DATE: 4-5-01 WORK DONE THIS DATE: Excavation: Polo Drive Sta 2+50 to Sta 3+50. Excavated Root Mat and Unsuitable Blk Silty Clay Topsoil to the depth encountered. Embankment Fill Placement: South Parking Lot. Southwest One-half of West Parking Lot. Placed and compacted Soil No. 2. Field Density Check Tests: 2 Made, 2 Passed, reference HPN4-124-5F. Reinforcing Steel Placement: Wall Line F+5' , 1.2 to K+5' , 4. Piers F-4 and F-8. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Per Reinforcing Steel Placement. Placed 12.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Set No. 7. HURLEY PERSONNEL: E. Mueller cc: D. Durfey, Jr. (1) CLAUDE H.. HURLEY.- R. Martin (1) R. Gall (1) , J. Dixon K. Palmby Claude H. Hurley, P.E. Engineering Director t CLAUDE H. HURLEY COMPANY 175 W.FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD DENSITY CHECK TESTS Village of Oak Brook Public Library PROJECT Oak Brook, Illinois PROJECT NO. 4-124-5F TEST DATA: CONTROL OPTIMUM IN-PLACE IN-PLACE MATERIAL DRY MOISTURE DRY MOISTURE TEST TEST ID DENSITY CONTENT DENSITY CONTENT PERCENT NO. DATE NUMBER (Pcf) M (Pcf) M COMPACTION REMARKS 1 4-5 2 1 124.4 13.5 118.7 13.5 95 B:a 2 4-5 2 124.4 13.5 117.5 13.6 94 B:a TEST LOCATION: NOTES: TEST DEPTH * A. STRUCTURAL FILL N0. ELEV LOCATION B. EMBANKMENT FILL C. TRENCH BACKFILL 1 —0.5 South Lot, 15'W of Inlet. D. LANDSCAPE FILL E. SUB-BASE COURSE 2 —1.0 West Lot 15'W of South Inlet. F. BASE COURSE G. BINDER COURSE H. SURFACE COURSE I. OTHER a. TEST PASSED b. TEST FAILED C. RETEST OF FAILED AREA *Elev 0.0 = Design Subgrade. CkAt UDE.H„,HUR1,El7COjMPANY Off Claude H. Hurley, P.E. Engineering Director 7 CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 131 Oak Brook, Illinois INSPECTION DATE: 4-6-01 WORK DONE THIS DATE: Embankment Fill Placement: None. Wet ground conditions. Reinforcing Steel Placement: Wall Line K+5' , 4 to K.1-9.1. Piers G-9 and F-10. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Wall and Piers per Reinforcing Steel Placement. Placed 12.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Set No. 8. HURLEY PERSONNEL: E. Mueller cc: D. Durfey, Jr. (1) CLAUDE K HURLEY COMPANY R. Martin (1) �'� ►- , R Gall (1) •;;,,a '. . � e - dr J. Dixon (1) �,;,� � w 4, K. Palmby (1) Ziaiude 4H. Hurley, P.E. Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 141 Oak Brook, Illinois INSPECTION DATE: 4-7-01 WORK DONE THIS DATE: Excavation: Perimeter Drain Tile. Mechanical Room 30.0 in. Settling Basin and Catch Basin. Excavated profile soils to design subgrade. Subgrade Soil Inspection: Per Excavation. The soil is Br & Gr Silty Clay Till w/ Qp = 3.5 Tsf. The soil is suitable for support. Structural Fill Placement: Per Excavation. Placed IDOT CA-7 Crushed Stone Backfill. Compacted the material to develop uniform support through particle interlock. HURLEY PERSONNEL: E. Mueller cc: D. Durfey, Jr. (1) CL1A.UDE 1. HURLEY COMPANY R. Martin (1) R. Gall (1) J. Dixon (1) K. Palmby (1) Claude H. Hurley, P.E Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-15I Oak Brook, Illinois INSPECTION DATE: 4-9-01 WORK DONE THIS DATE: None. Wet ground conditions. I I HURLEY PERSONNEL: E. Mueller CL E H. HUR EY O ANY cc: D. Durfey, Jr. (1) ; * R. Martin (1) R. Gall (1) Claude H. Hurley, P.E. J. Dixon (1) Engineering Director K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-161 Oak Brook, Illinois INSPECTION DATE: 4-10-01 WORK DONE THIS DATE: Excavation: Polo Drive Sta 3+50 to Sta 5+50. Excavated Root Mat and Unsuitable Blk Silty Clay Topsoil to the depth encountered. Reinforcing Steel Placement: Footings E-11 to H.5-11. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Per Reinforcing Steel Placement. Placed 22.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Set No. 9. HURLEY PERSONNEL: E. Mueller CY�,�UDE,�i. ,HfJRLY ONIPANY cc. D. Durfey, Jr. R. Martin (1) -�L� 5 • R. Gall (1) Claude H. Hurley, P. J. Dixon (1) Engineering Director K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers ELMHURST,ILLINOIS 60126 PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-171 Oak Brook, Illinois INSPECTION DATE: 4-11-01 WORK DONE THIS DATE: Embankment Fill Placement: None. Wet ground conditions. Reinforcing Steel Placement: Wall Line K.1-9.1 to G-11. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Wall per Reinforcing Steel Placement. Placed 8.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air—concrete temperature. Made Cylinder Set No. 10. HURLEY PERSONNEL: E. Mueller CLAU E H. URL vyo-t47 Y cc: D. Durfey, Jr. (1) R. Martin (1) i4 .4 R. Gall (1) Claude . Hurley, P.E. J. Dixon (1) Engineering Director K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 I REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-18I Oak Brook, Illinois INSPECTION DATE: 4-12-01 WORK DONE THIS DATE: Reinforcing Steel Placement: Footings Mechanical Room Mat Slab and Screen Wall. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Per Reinforcing Steel Placement. Placed 29.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Set No. 11. HURLEY PERSONNEL: E. Mueller CLAUDE H;. HURLEY," CO)APANY cc: D. Durfey, Jr. (1) j' R. Martin (1) L'/ R. Gall (1) Claude H. Hurley, P.E.,/ J. Dixon (1) Engineering Director K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers ELMHURST,ILLINOIS 60126 PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 191 Oak Brook, Illinois III INSPECTION DATE: 4-13-01 WORK DONE THIS DATE: Reinforcing Steel Placement: Wall Line K.1-9.1 to B.5-10.2. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Wall per Reinforcing Steel Placement. Placed 18.0 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Set No. 12. HURLEY PERSONNEL: E. Mueller cc: R. Martin g, Jr. (1) CLAUDE HI�LE C PANY (1) + R. Gall (1) ' r J. Dixon (1) K. Palmby (1) Claude H. Hurley, P Engineering Director I CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-20I Oak Brook, Illinois INSPECTION DATE: 4-16-01 WORK DONE THIS DATE: Excavation: Pond. Began excavating to design subgrade. Embankment Fill Placement: None. Wet ground conditions. HURLEY PERSONNEL: E. Mueller CL DE H HU LEY CO PANY cc: D. Durfey, Jr. (1) a R. Martin (1) , R. Gall (1) Aaue Hurley, P.E. J. Dixon (1) Engineering Director K. Palmby (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-211 Oak Brook, Illinois INSPECTION DATE: 4-17-01 WORK DONE THIS DATE: Excavation: Pond. Began excavating to design subgrade. Embankment Fill Placement: None. Wet ground conditions. HURLEY PERSONNEL: E. Mueller cc: D. Durfey , Jr. (1) CLAUDE H. HURLEY C(IMPANY R. Martin (1) f 4 R. Gall (1) J. Dixon 1 K. Palmby (1) Claude 44. Hurley, P.E/ Engineering Director : CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers ELMHURST,ILLINOIS 60126 PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-221 Oak Brook, Illinois INSPECTION DATE: 4-18-01 WORK DONE THIS DATE: Excavation: Pond. Continued excavating to design grade. Reinforcing Steel Placement: Mechanical Room and Transformer Walls. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Walls per Reinforcing Steel Placement. Placed 53.5 cu yd of Meyer Material Company Mix No. 9030L per MMC. Checked slump and air-concrete temperature. Made Cylinder Sets No. 13 and 14. HURLEY PERSONNEL: E. Mueller cc: D. Durfey, Jr. (1) CL E ;H. HUR EY O ANY R. Marting (1) R. Gall (1) . J. Dixon (1) { K. Palmby (1) Claude H. Hurley, P.E. Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET Consulting Geotechnical Engineers ELMHURST,ILLINOIS 60126 PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 23I Oak Brook, Illinois INSPECTION DATE: 4-19-01 WORK DONE THIS DATE: Structural Fill Placement: Floor Slab. Interior Footing Perimeter. Began placing and compacing IDOT CA-11 Crushed Stone. Compacted the material to develop uniform support characteristics through particle interlock. Reinforcing Steel Placement: Mechanical Room Structural Slab. Reinforcing steel placed per the intent of the Project Plans and Specifications. Concrete Placement: Slab per Reinforcing Steel Placement. Placed 5.0 cu yd of Meyer Material Company Mix No. 9020L per MMC. Checked slump, air content and air-concrete temperature. Made Cylinder Set No. 15. HURLEY PERSONNEL: E. Mueller cc: D. Durfey, Jr. (1) C,rAUDE H. HURLER COMPANY R. Martin (1) �.; <° f R. Gall (1) J. Dixon K. Palmby (1) Claude H. Hurley, P.E Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124-241 Oak Brook, Illinois INSPECTION DATE: 4-25-01 WORK DONE THIS DATE: Structural Fill Placement: Sanitary and Storm Sewer Trenches Line F to K from Line 1 to 11. Placed and compacted Soil No. 4. Field Density Check Test: 1 Made, 1 Passed, reference HPN4-124-6F. Storm Sewer Trench Backfill: West Lot. Tested previously placed and compacted Soil No. 4. Field Density Check Test: 1 Made, 1 Passed, reference HPN4-124-6F. Sanitary Sewer Trench Backfill: South Lot. Tested previously placed and compacted Soil No. 4. Field Density Check Test: 1 Made, 1 Passed, reference HPN4-124-6F. Landscape Fill Placement: Wall from E-1 to B-9 Clockwise. Placed and compacted Soil No. 2. Field Density Check Test: 1 Made, 1 Passed, reference HPN4-124-6F. Other: Soil No. 4 is IDOT CA-6 Crushed Stone from Material.Service Corporation in McCook. Control Values developed from Hurley Company Work on AT&T Oak Brook Facility, reference Fig. 4. HURLEY PERSONNEL: D. Kramer E. Mueller CLA H. UR Y O ANY cc: D. Durfey, Jr. (1) A R. Martin (1) Claude H. Hurley,R. Gall (1) Y, P.E. J. Dixon (1) Engineering Director K. Palmby (1) l CLAUDE H. HURLEY COMPANY 175 W.FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD DENSITY CHECK TESTS Village of Oak Brook Public Library PROJECT Oak Brook, Illinois PROJECT NO. 4-124-6F TEST DATA: CONTROL OPTIMUM IN-PLACE IN-PLACE MATERIAL DRY MOISTURE DRY MOISTURE TEST TEST ID DENSITY CONTENT DENSITY CONTENT PERCENT NO. DATE NUMBER (Pcf) (%) (Pcf) (%) COMPACTION REMARKS 1 4-25 4 2 4-25 4 144.4 6.8 139.0 8.1 96 C:a 3 4-25 4 144.4 6.8 142.4 7.6 99 A:a 4 4-25 2 124.4 13.5 113.3 16.0 91 D:a TEST LOCATION: NOTES: TEST DEPTH * A. STRUCTURAL FILL NO. ELEV LOCATION B. EMBANKMENT FILL South Parking Lot. C. TRENCH BACKFILL 1 98.0 Sanitary Sewer 15'N of M1113. D. LANDSCAPE FILL South Parking.Lot. E. SUB-BASE COURSE 2 98.0 Storm Sewer 10'N of MH32 Trench. F. BASE COURSE G. BINDER COURSE H. SURFACE COURSE 3 96.5 Sanitary Sewer F+17' 6. I. OTHER 4 99.0 E, 1-13' . a. TEST PASSED b. TEST FAILED c. RETEST OF FAILED AREA *Elev 100.0 = Top-of-Pavement CAE �I%M i�E.Yy O ANY Claude H. Hurley, P.E. Engineering Director �Vlater aid t wattow � terialot`ce� 4rce� r� atc } M el . ' A' tl S7�1SttXT' IIt � 8 . I� I � HIP'S � `� = 148 . �, ; a A 10,10v 144 . �. 140 W. C7 44.. :�. T�1 w " z w M 136 132 ..:w� " M 128 2 4 6 8 10 12 MOISTURE CONTENT, % MOISTURE-DENSITY RELATIONSHIPS CLAUDE H. HURLEY COMPANY Consulting Geotechnical Engineers Project Name Village of Oak Brook Public Library HPN Date Fig. Oak Brook, Illinois 4-124-I 4-25-01 4 CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 251 Oak Brook, Illinois INSPECTION DATE: 4-26-01 WORK DONE THIS DATE: Excavation: The subgrade soil in a 10 ft by 20 ft area at Line C+151 , 4 was unstable, pumping and wet from ponded water. Removed the unstable soil. Structural Fill Placement: Sanitary and Storm Sewer Trenches Line H+5' to K from Line 9 to 10+5' Line H+5' to H+10' from Line 10+5' to 11, Line H+5' to H+10' from Line 1 to 5, Line H to K from Line 3 to 5. Field Density Check Test: 1 Made, 1 Passed, reference HPN4-124-7F. Began stockpiling IDOT CA-7 Crushed Stone in area within Line C to Z and Line 2 to 5. Landscape Fill Placement: Wall from K-3 to F-11 Clockwise. Field Density Check Test: 1 Made, 1 Passed, reference HPN4-124-7F. HURLEY PERSONNEL: D. Kramer E. Mueller , n cc: D. Durfey, Jr. (1) OtAUDE-Ii. HORLgY G' MPANY R. Martin (1) R. Gall (1) J. Dixon (1) K. Palmby (1) Claude H. Hurley, P. Engineering Director • CLAUDE H. HURLEY COMPANY 175 W.FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD DENSITY CHECK TESTS Village of Oak Brook PUblic Library PROJECT Oak Brook, Illinois PROJECT N0. 4-124-7F TEST DATA: CONTROL OPTIMUM IN-PLACE IN-PLACE MATERIAL DRY MOISTURE DRY MOISTURE TEST TEST ID DENSITY CONTENT DENSITY CONTENT PERCENT NO. DATE NUMBER (Pcf) (%) (Pcf) (%) COMPACTION REMARKS 1 4-26 2 124.4 13.5 119.1 14.5 96 D:a 2 4-26 4 144.4 6.8 137.2 4.6 95 A:a TEST LOCATION: NOTES: TEST DEPTH A. STRUCTURAL FILL N0. ELEV LOCATION B. EMBANKMENT FILL C. TRENCH BACKFILL 1 98.0 Line G+10' , 1-61 . D. LANDSCAPE FILL E. SUB-BASE COURSE 2 97.0 Line F+20' , 10+15' . F. BASE COURSE G. BINDER COURSE H. SURFACE COURSE I. OTHER a. TEST PASSED b. TEST FAILED c. RETEST OF FAILED AREA C'LAUDE-'.H...HURLEY 66MPANY Claude H. Hurley, P.E. Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREei ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD INSPECTION PROJECT: Village of Oak Brook Public Library PROJECT NO. 4-124- 261 Oak Brook, Illinois INSPECTION DATE: 4-27-01 WORK DONE THIS DATE: Structural Fill Placement: Storm Sewer Trench. Polo Drive at North End of Detention Pond. Placed Soil No. 4. Field Density Check Test: 1 Made, 1 Passed, reference HPN4-124-8F. Building Floor Slab. Placed IDOT CA-7 Crushed Stone East of Line E. No compaction. Material to be compacted at a later date. Landscape Fill Placement: Wall. Line K-6 to H-11 Counterclockwise. Field Density Check Tests: 3 Made, 3 Passed, reference HPN4-124-8F. HURLEY PERSONNEL: D. Kramer cc: D. Durfey, Jr. (1) CL E H HUR EY O ANY R. Martin (1) R. Gall (1) , J. Dixon (1) K. Palmby (1) Claude H. Hurley, P.E. Engineering Director CLAUDE H. HURLEY COMPANY 175 W.FIRST STREET ELMHURST,ILLINOIS 60126 Consulting Geotechnical Engineers PHONE(630)279-7762 FAX(630)279-7795 REPORT OF FIELD DENSITY CHECK TESTS Village of Oak Brook Public Library PROJECT Oak Brook, Illinois PROJECT NO. 4-124-8F TEST DATA: CONTROL OPTIMUM IN-PLACE IN-PLACE MATERIAL DRY MOISTURE DRY MOISTURE TEST TEST ID DENSITY CONTENT DENSITY CONTENT PERCENT NO. DATE NUMBER (Pcf) (%) (Pcf) (%) COMPACTION REMARKS 1 4-27 1 116.2 16.0 111.1 15.6 96 D:a 2 4-27 2 124.4_ 13.5 114.2 13.4 92 D:a 3 4-27 1 116.2 16.0 113.9 14.3 98 D:a 4 4-27 4 144.4 6.8 137.2 5.6 95 C:a TEST LOCATION: NOTES: TEST DEPTH A. STRUCTURAL FILL NO. ELEV LOCATION B. EMBANKMENT FILL C. TRENCH BACKFILL 1 98 Line J+10' , 10. D. LANDSCAPE FILL E. SUB-BASE COURSE 2 96 Line J+20' , 10+201 . F. BASE COURSE G. BINDER COURSE 3 99 Line H+20' , 11+151 . H. SURFACE COURSE Storm Sewer. I. OTHER 4 666 Polo Drive at North End of Detention Pond a. TEST PASSED b. TEST FAILED c. RETEST OF FAILED AREA CL E H. UR Y CpMPANY aude H. urley, P.E. Engineering Director 1 A CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No.4-124-IC Oak Brook, Illinois Date: 3-28-01 FIELD AND PLANT DATA: Location of Placement: Footings A-7 to C-10. Date Placed: 3-28-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 2:00 p.m. Delivery Ticket No 08-020461 Mix No. 9030E Slump, In. 4.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 47 Concrete Temperature, OF 58 Date Cylinders Received: 3-29-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By:Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑X Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. © Picked up by The Hurley Company. 6611 F-1 L- 6 4- 4-01 7 2350 ❑ Delivered to The Hurley Company. 6612 F-1 L- 6 4- 4-01 7 2300 Cylinder Test Data 6613 F-1 L-27 4-25-01 28 3760 ❑ Type of Fracture if Not Conical. 6614 F-1 L-27 4-25-01 28 3800 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 CLAUDE H..HURLIEY COMPANY cc: D. Durfey, Jr. (1) R. Martin (1) ` R. Gall (1) d ,,fs, l �, • P . J. Dixon (1) By K. Palmby (1) Engineering Director T. Murphy (1) CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 s REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-2C Oak Brook, Illinois Date: 3-29-01 FIELD AND PLANT DATA: Location of Placement: Footings E-3, E-5, E-7, G-3 and G-5.. Date Placed: 3-29-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 2:15 p.m. Delivery Ticket No. 08-020561 Mix No. 9030L Slump, In. 4.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 48 Concrete Temperature, OF 62 Date Cylinders Received: 3-30-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By:Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6615 F-1 L- 6 4- 5-01 7 2330 ❑ Delivered to The Hurley Company. 6616 F-1 L- 6 4- 5-01 7 2630 Cylinder Test Data 6617 F-1 L-27 4-26-01 28 4120 ❑ Type of Fracture if Not Conical. 6618 F-1 L-27 4-26-01 28 4230 Strength Tests Versus Specifications. © Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 CL%AUDE I#*. HURLEY'CO.MPANY cc: D. Durfey, Jr. (1) � =Y ti fR era R. Martin (1) . j. ^ R. Gall (1) -�'i�j J. Dixon (1) Engineering D' Ir c r g to K. Palmby (1) g T. Murphy CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-3C Oak. Brook, Illinois Date: 3-30-01 FIELD AND PLANT DATA: Location of Placement: Piers E-5, E-3, E-7, E-9, G-3 and G-5. Date Placed: 3-30-01 Plant: MMC Time Batched: 1:00 p.m. Truck No. - Time Placed: - Delivery Ticket No. 08-020669 Mix No. 9030L Slump, In. 3.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 47 Concrete Temperature, OF 62 Date Cylinders Received: 3-31-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By:Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑X Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6629 F-1 L- 6 4- 6-01 7 2630 ❑ Delivered to The Hurley Company. 6630 F-1 L- 6 4- 6-01 7 2710 Cylinder Test Data 6631 F-1 L-27 4-27-01 28 4350 ❑ Type of Fracture if Not Conical. 6632 F-1 L-27 4-27-01 28 4300 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 J 3000 cc: D. Durfey, Jr. (1) Cl DE H HURLEY COMPANY R. Martin (1) y --. ' ; r R. Gall (1) `� J. Dixon (1) Y K. Palmby (1) Engineering Dir for T. Murphy CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-4C Oak Brook, Illinois Date: 4-2-01 FIELD AND PLANT DATA: Location of Placement: Wall D-11 to B.5-10.1, Lower 2.0 ft. Date Placed: 4-2-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 1:30 p.m. Delivery Ticket No. 08-020782 Mix No. 9030L Slump, In. 3.0 Air Content, % - Yield, Cfcy - Air Temperature, OF 52 Concrete Temperature, OF 63 Date Cylinders Received: 4-3-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. 6633 F-1 L- 6 4- 9-01 7 3070 ® Picked up by The Hurley Company. ❑ Delivered to The Hurley Company. 6634 F-1 L- 6 4- 9-01 7 3110 Cylinder Test Data 6635 F-1 L-27 4-30-01 28 4870 ❑ Type of Fracture if Not Conical. 6636 F-1 L-27 4-30-01 28 4900 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) CLA lDE 1-0, L G'OMPANY R. Martin (1) s r �. , R. Gall (1) 'i `a J. Dixon (1) K. Palmby (1) T. Murphy (1) Engineering Diret; r CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-5C Oak Brook, Illinois Date: 4-3-01 FIELD AND PLANT DATA: Location of Placement: Wall B.5,10.2 to B.3, Top 1.0 ft. Date Placed: 4-3-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 2:05 p.m. Delivery Ticket No. 19-064739 Mix No. 9030L Slump, In. 3.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 47 Concrete Temperature, OF 62 Date Cylinders Received: 4-4-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6637 F-1 L- 6 4-10-01 7 2510 ❑ Delivered to The Hurley Company. 6638 F-1 L- 6 4-10-01 7 2470 Cylinder Test Data 6639 F-1 L-27 5- 1-01 28 4290 ❑ Type of Fracture if Not Conical. 6640 F-1 L-27 5- 1-01 28 4370 Strength Tests Versus Specifications. ® Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) R. Martin (1) CLAUD H. HURLEY COM ANY R. Gall (1) J. Dixon (1) K. Palmby (1) By s T. Murphy (1) Engineering Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-6C Oak Brook, Illinois Date:4-4-01 FIELD AND PLANT DATA: Location of Placement: Wall F+5-10 to D-1 and Pier F-2. Date Placed: 4-4-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 2:00 p.m. Delivery Ticket No.19-064847 Mix No. 9030L Slump, In. 3.5 Air Content, % - Yield, Cfcy - .Air Temperature, OF 53 Concrete Temperature, OF 62 Date Cylinders Received: 4-5-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By:Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑X Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. 0 Picked up by The Hurley Company. 6673 F-1 L- 6 4-11-01 7 2320 ❑ Delivered to The Hurley Company. 6674 F-1 L- 6 4-11-01 7 2340 Cylinder Test Data 6675 F-1 L-27 5- 2-01 28 ❑ Type of Fracture if Not Conical. 6676 F-1 L-27 5- 2-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) CLAUDE H. HURL Y CpM NY R. Martin (1) X11 r. Gall (1) �,! �� -�'�,� �-•,�,< J. Dixon (1) ;, � % ,� K. Palmby (1) BYt' r T. Murphy (1) -Engineering Direc r L CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-7C Oak Brook, Illinois Date: 4-5-01 I i FIELD AND PLANT DATA: Location of Placement: Wall F+5'-1.2 to K+5'-4, Top 2.0 ft. Date Placed: 4-5-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 2:00 p.m. Delivery Ticket No. 08-021073 Mix No. 9030L Slump, In. 4.0 Air Content, % - Yield, Cfcy - Air Temperature, OF 57 Concrete Temperature, OF 63 Date Cylinders Received: 4-6-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ❑X Picked up by The Hurley Company. 6681 F-1 L- 6 4-12-01 7 2400 ❑ Delivered to The Hurley Company. 6682 F-1 L- 6 4-12-01 7 2380 Cylinder Test Data 6683 F-1 L-27 5- 3-01 28 ❑ Type of Fracture if Not Conical. 6684 F-1 L-27 5- 3-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) R. Martin (1) CLAU H. H LEY'C00PAY R. Gall (1) J. Dixon (1) K. Palmby (1) By T. Murphy (1) Engineering Direct CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279.7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-8C Oak Brook, Illinois Date: 4-6-01 FIELD AND PLANT DATA: Location of Placement: Wall K+5' , 4 to K.1-9.1, Lower 2.0 ft. Date Placed: 4-6-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 1:00 p.m. Delivery Ticket No. 19-065024 Mix No. 9030L Slump, In. 4.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 47 Concrete Temperature, OF 62 Date Cylinders Received: 4-7-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑R Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ❑X Picked up by The Hurley Company. 6685 -1 L- 6 4-13-01 7 2220 ❑ Delivered to The Hurley Company. 6686 -1 L- 6 4-13-01 7 2210 Cylinder Test Data 6687 -1 L-27 5- 4-01 28 ❑ Type of Fracture if Not Conical. 6688 -1 L-27 5- 4-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) R. Martin (1) CLAUDE H. HURLEY COMPANY R. Gall (1) f J. Dixon (1) K. Palmby (1) - T. Murphy (1) By" Engineering Dire or CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-9C Oak Brook, Illinois Date: 4-10-01 FIELD AND PLANT DATA: Location of Placement: Footing F.5-11 to F-11. Date Placed: 4-10-01 Plant: MMC Time Batched: - Truck No. Time Placed: 1:30 p.m. Delivery Ticket No. 08-021225 Mix No. 9030L Slump, In. 4.5 Air Content, % - Yield, Cfcy - Air Temperature, OF 57 Concrete Temperature, OF 63 Date Cylinders Received: 4-11-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. 6711 F-1 L- 6 4-17-01 7 2430 © Picked up by The Hurley Company. 6712 F-1 L- 6 4-17-01 7 2410 ❑ Delivered to The Hurley Company. 6713 F-1 L-27 5- 8-01 28 Cylinder Test Data 6714 F-1 L-27 5- 8-01 28 ❑ Type of Fracture if Not Conical. Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) R. Martin (1) CLAUDE . HUR EY COMPANY R. Gall (1) J. Dixon (1) f D K. Paimby (1) By - Engineering T. Murphy (i) Director CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-10C Oak Brook, Illinois Date: 4-11-01 FIELD AND PLANT DATA: Location of Placement: Wall. Column 9.1 to G-11. Date Placed: 4-11-01 Plant: MMC Time Batched: - Truck No. Time Placed: 1:30 p.m. Delivery Ticket No. 08-021294 Mix No. 9030L Slump, In. 4.0 Air Content, % - Yield, Cfcy - Air Temperature, OF 73 Concrete Temperature, OF 63 Date Cylinders Received: 4-12-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6715 F-1 L- 6 4-18-01 7 2630 ❑ Delivered to The Hurley Company. 6716 F-1 L- 6 4-18-01 7 2660 Cylinder Test Data 6717 F-1 L-27 5- 9-01 28 ❑ Type of Fracture if Not Conical. 6718 F-1 L-27 5- 9-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) R. Martin (1) CLAUD HUR EY COMP NY R. Gall (1) J. Dixon (1) K. Palmby (1) By 4 T. Murphy (1) r Engineering Directo CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook PUblic Library Project No. 4-124-11C Oak Brook, Illinois Date: 4-12-01 i FIELD AND PLANT DATA: Location of Placement: Mechanical Room Footing Mat Slab. Footing Line E.5 to F.5 from Line 11 to 11+10' . Date Placed: 4-12-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 2:00 p.m. Delivery Ticket No.08-021376 Mix No-9030L Slump, In. 4.0 Air Content, %- Yield, Cfcy - Air Temperature, OF 47 Concrete Temperature, OF 62 Date Cylinders Received: 4-13-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ® Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6719 F-1 L- 6 4-19-01 7 2360 ❑ Delivered to The Hurley Company. 6720 F-1 L- 6 4-19-01 7 2360 Cylinder Test Data 6721 F-1 L-27 5-10-01 28 ❑ Type of Fracture if Not Conical. 6722 F-1 L-27 5-10-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) R. Martin (1) CLAUDE K, ij HUEY CO PANY R. Gall (1) 1-• I', w J. Dixon (1) :r, �' S K. Palmby (1) T. Murphy (i) Engineering Dirfmor CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-12C Oak Brook, Illinois Date: 4-13-01 FIELD AND PLANT DATA: Location of Placement: Wall K.1-9.1 to F, 10.1. Date Placed: 4-13-01 Plant: MMC Time Batched: - Truck No. - Time Placed: 12:30 p.m. Delivery Ticket No. 08-021456 Mix No.9030L Slump, In. 4.0 Air Content, % - Yield, Cfcy - Air Temperature, OF 60 Concrete Temperature, OF 62 Date Cylinders Received: 4-14-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength © Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6731 F-1 L- 6 4-20-01 7 2910 ❑ Delivered to The Hurley Company. 6732 F-1 L- 6 4-20-01 7 2900 Cylinder Test Data 6733 F-1 L-27 5-11-01 28 ❑ Type of Fracture if Not Conical. 6734 F-1 L-27 5-11-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks IS 28 3000 cc: D. Durfey, Jr. (1) CLALJD'E H. fiI�R4 , MANY R. Martin (1) �'�; R. Gall (1) J. Dixon (1) K. Palmby (1) By T. Murphy (1) Engineering Direc or CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-13C Oak Brook, Illinois Date: 4-18-01 FIELD AND PLANT DATA: Location of Placement: Wall Line E.5 from Line 11 to 11+20' , Lower 2.0 ft. Date Placed: 4-18-01 Plant: MMC Time Batched: — Truck No. — Time Placed: 10:30 a.m. Delivery Ticket No. 19-065736 Mix No. 9030L Slump, In. 4.5 Air Content, % — Yield, Cfcy — Air Temperature, OF 47 Concrete Temperature, OF 61 Date Cylinders Received: 4-19-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By:Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑X Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6777 F-1 L— 6 4-25-01 7 2170 ❑ Delivered to The Hurley Company. 6778 F-1 L— 6 4-25-01 7 2160 Cylinder Test Data 6779 F-1 L-27 5-16-01 28 ❑ Type of Fracture if Not Conical. 6780 F-1 L-27 5-16-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) R. Martin (1) CL E H., L Y bM ANY R. Gall (1) J. Dixon (1) „ , s K. Palmby (1) By - T. Murphy (1) Engineering DireIVO r CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-14C Oak Brook, Illinois Date: 4-18-01 FIELD AND PLANT DATA: Location of Placement: Transformer Walls. Date Placed: 4-18-01 Plant: MMC Time Batched: - Truck No. Time Placed: 2:00 p.m. Delivery Ticket No.19-065771 Mix No. 9030L Slump, In. 4.75 Air Content, % - Yield, Cfcy - Air Temperature, OF 56 Concrete Temperature, OF 61 Date Cylinders Received: 4-19-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By:Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength © Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ® Picked up by The Hurley Company. 6781 F-1 L- 6 4-25-01 7 2200 ❑ Delivered to The Hurley Company. 6782 F-1 L- 6 4-25-01 7 2240 Cylinder Test Data 6783 F-1 L-27 5-16-01 28 ❑ Type of Fracture if Not Conical. 6784 F-1 L-27 5-16-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 3000 cc: D. Durfey, Jr. (1) R. Martin (1) �� • M ANY CLAUDE H.,; R. Gall (1) J. Dixon (1) ✓ tL3£.<r fit. ' K. Palmby (1) By T. Murphy (1) Engineering Direc r CLAUDE H. HURLEY COMPANY 175 WEST FIRST STREET ELMHURST, ILLINOIS 60126 Consulting Geotechnical Engineers PHONE (630) 279-7762 FAX (630) 279-7795 REPORT OF CONCRETE COMPRESSION TEST Project: Village of Oak Brook Public Library Project No. 4-124-15C Oak Brook, Illinois Date: 4-19-01 FIELD AND PLANT DATA: Location of Placement: Mechanical Room Structural Slab. Date Placed: 4-19-01 Plant: MMC Time Batched: - Truck No. Time Placed: 2:00 p.m. Delivery Ticket No. 08-021899 Mix No. 9020L Slump, In. 4.25 Air Content, % 6.1 Yield, Cfcy - Air Temperature, OF 67 Concrete Temperature, OF 60 Date Cylinders Received: 4-20-01 Field Data Submitted By: The Hurley Company Mix Data Submitted By: Meyer Material Company COMPRESSION TEST RESULTS: NOTES: (Nominal Cylinder Size 6 in. x 12 in.) Cylinder Handling Data Lab Type Date Age Strength ❑R Made by The Hurley Company. No. Curing Tested (Days) (Psi) ❑ Made by Others. ❑X Picked up by The Hurley Company. 6785 -1 L- 6 4-26-01 7 3010 ❑ Delivered to The Hurley Company. 6786 -1 L- 6 4-26-01 7 3050 Cylinder Test Data 6787 -1 L-27 5-17-01 28 ❑ Type of Fracture if Not Conical. 6788 -1 L-27 5-17-01 28 Strength Tests Versus Specifications. ❑ Do Comply. ❑ Do Not Comply. Remarks Specifications 28 4000 cc: D. Durfey, Jr. (1) R. Martin (1) CLAU_;DE H. PURL�Y , M, ANY R. Gall (1) ! r' J. Dixon (1) �/� :, ¢/� 4 �b'`�'� p�. K. Palmby (1) T. Murphy By Engineering Direct, r