Loading...
O-10-18VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -10 -18 AN ORDINANCE APPROVING A PRELIMINARY AND FINAL DEVELOPMENT PLAN FOR A CHILDCARE FACILITY FOR TAKEDA EMPLOYEES AS AN AMENDMENT TO THE TAKEDA PARK SPECIAL USE INDUSTRIAL PLANNED UNIT DEVELOPMENT IN THE I -1 OFFICE, RESEARCH AND RESTRICTED INDUSTRIAL DISTRICT PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 6th day of July , 2010. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 6th day of July , 2010. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -10 -18 AN ORDINANCE APPROVING A PRELIMINARY AND FINAL DEVELOPMENT PLAN FOR A CHILDCARE FACILITY FOR TAKEDA EMPLOYEES AS AN AMENDMENT TO THE TAKEDA PARK SPECIAL USE INDUSTRIAL PLANNED UNIT DEVELOPMENT IN THE 1 -1 OFFICE, RESEARCH AND RESTRICTED INDUSTRIAL DISTRICT WHEREAS, Takeda Pharmaceuticals North America, Inc. ( "Owner "), being the owner of a certain 70.4 acre tract of property located at the northeast quadrant of Saunders Road and Lake -Cook Road and legally described on Exhibit A attached hereto and made a part hereof (the "Subject Property "), has petitioned the Plan Commission of the Village of Deerfield pursuant to the provisions of Article 6.01 -C, Paragraph 5, Articles 12.09 -C and 12.09 -F, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and pursuant to the provisions of a certain Annexation Agreement by and between the Village of Deerfield and the Owner dated January 18, 2005 (the "Annexation Agreement "), for approval of a Preliminary and Final Development Plan for a childcare center for Takeda employees as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District; and, WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on May 6, 2010 to consider Owner's proposed Preliminary and Final Development Plan for the development of an approximately 20,280 square foot, one -story childcare facility with capacity to accommodate approximately 200 children as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District, said hearing being held pursuant to public notice and conforming in all respects, in both manner and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the proposed Preliminary and Final Development Plan for construction of said childcare facility, together with the evidence and supporting materials offered at said public hearing, submitted its written report to the Board of Trustees of the Village of Deerfield recommending approval of the Preliminary and Final Development Plan for the development of an approximately 20,280 square foot, one -story childcare facility for Takeda employees with capacity to accommodate approximately 200 children, including a modification to the requirements of the Deerfield Zoning Ordinance to allow children's play equipment/structures to be located within the required 50 -foot rear year of the Subject Property, all as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District; and, WHEREAS, the President and Board of Trustees concur in the recommendation of the Plan Commission and are of the opinion that said Preliminary and Final Development Plan for the Takeda childcare facility should be approved as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District, authorizing and permitting the construction, development and use of said childcare facility in accordance with said Preliminary Final Development Plan and in accordance with the evidence and supporting materials submitted by the Owner which are incorporated herein and made a part hereof by this reference, including modifications to the requirements of the Deerfield Zoning Ordinance as specified herein; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the above and foregoing recitals, being material to this Ordinance, are hereby incorporated by this reference and made a part of this Ordinance as if fully set forth herein. SECTION 2: That the President and Board of Trustees do hereby find that the Preliminary and Final Development Plan for an approximately 20,280 square foot, one -story childcare facility for Takeda employees with capacity to accommodate approximately 200 children, including a modification to the requirements of the Deerfield Zoning Ordinance to allow children's play equipment/structures to be located within the required 50 -foot rear year of the Subject Property (collectively, the "Childcare Facility"), fully complies with the requirements and standards set forth in Article 6.01 -C, Paragraph 5, Articles 12.09 -C and 12.09 -F, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 3: That the President and Board of Trustees do hereby authorize and approve the Preliminary and Final Development Plan for the Childcare Facility as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District authorizing and permitting the construction, development and use of an approximately 20,280 square foot, one -story childcare facility for Takeda employees with capacity to accommodate approximately 200 children, including a modification to the requirements of the Deerfield Zoning Ordinance to allow children's play equipment/structures to be located within the required 50 -foot rear year of the Subject Property, subject to the conditions, regulations and restrictions set forth in Section 4 of this Ordinance. SECTION 4: That the approval and authorization of said Preliminary and Final Development Plan authorizing the construction, development and use of the Childcare Facility as an amendment to the Takeda Park Industrial Planned Unit Development is hereby granted subject to the following conditions, regulations and restrictions to the extent that they apply to such Childcare Facility: A. That the construction, development and use of the Subject Property shall be in accordance with the documents, materials and exhibits comprising the Final Development Plan for the Childcare Facility attached hereto and made a part hereof as Exhibit B. B. Owner's initial and continued compliance with the provisions of Ordinances 0- 05 -18, 0- 06 -41, 0 -07 -31 and 0- 09 -05, and with the Final Development Plan for the Takeda Park Industrial Planned Unit Development heretofore approved for the Subject Property, as amended. C. That the Owner of the Subject Property shall fully and completely comply with all of the terms and conditions set forth in that certain Annexation Agreement by and between the Village of Deerfield and Takeda Pharmaceuticals North America, Inc. dated January 18, 2005. D. Owner's initial and continued compliance with this Ordinance and with all applicable provisions of the Development Code and Zoning Ordinance of the Village of Deerfield. E. Full and complete compliance with all of the terms and conditions set forth in the Development Agreement by and between Takeda Pharmaceuticals North America, Inc. and the Village of Deerfield, a copy of which is attached hereto as Exhibit C. F. All representations submitted and made by Owner to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield. SECTION 5: That the corporate authorities of the Village of Deerfield do hereby approve the Development Agreement for the Childcare Facility, a copy of which is attached hereto Exhibit C, and the Village President and the Village Clerk be and they are hereby authorized and directed to execute said Development Agreement for and on behalf of the Village of Deerfield. SECTION 6: That the Final Development Plan for the Childcare Facility, hereby authorized as an amended Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District, shall be binding upon and inure to the benefit of the Owner and Owner's successors, grantees, transferees and assigns. SECTION 7: That the Village Clerk is hereby authorized and directed to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at owner's expense. SECTION 8: That this Ordinance, and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b) legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. [This Space Left Blank Intentionally] SECTION 9: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 6th day of July , 2010. AYES: Benton, Farkas, Jester,Oppenheim, Seiden, Struthers (6) NAYS: None (0) ABSENT: None (0) ABSTAIN: None (0) APPROVED this 6th day of July , 2010. Village Preside t ATTEST: illage Clerk i 1113111 111111 111 11111 11111 11111 11111 11111 31333 13311 31111 31311 31111 11113 1111 1111 ;Image!! 047030160059 Type: ORD Recorded: 12/13/2010 at 04:37:31 PM -Receipt#: 2010- 00067582 Page i of 59 Fees: $56.00 STATE OF ILLINOIS ) IL Rental Housing Fund: $0.00 Lake County IL Recorder Mary Ellen vanderventer Recorder COUNTIES OF LAKE AND COOK ) SS File 6.6_ _8_ 1_ _4.6_ _4_ _ VILLAGE OF DEERFIELD ) The undersigned hereby certifies that she is the duly appointed Deputy Village Clerk of the Village of Deerfield, Lake and Cook Counties, Illinois, and that the attached is a true and accurate copy of Ordinance 0 -10 -18 "An Ordinance Approving a Preliminary and Final Development Plan For a Childcare Facility For Takeda Employees as an Amendment to the Takeda Park Special Use Industrial Planned Unit Development in the 1 -1 Office, Research and Restricted Industrial District ' , as it appears in the records and files of the office of the Village Clerk. Dated this October 21 2010 J O � I h . V ' b*S E?A L O o Q p' +•� o�>� ®� 1.°000000. ° r NNIF L. DAVIS Deputy Village Clerk Submitted by: Village of Deerfield 850 Waukegan Road Deerfield, IL 60015 -1/ �-A '1 (: ;1) VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -10 -18 AN ORDINANCE APPROVING A PRELIMINARY AND FINAL DEVELOPMENT PLAN FOR A CHILDCARE FACILITY FOR TAKEDA EMPLOYEES AS AN AMENDMENT TO THE TAKEDA PARK SPECIAL USE INDUSTRIAL PLANNED UNIT DEVELOPMENT IN THE I -1 OFFICE, RESEARCH AND RESTRICTED INDUSTRIAL DISTRICT PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 6th day of July , 2010. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 6th day of July , 2010. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -10 -18 AN ORDINANCE APPROVING A PRELIMINARY AND FINAL DEVELOPMENT PLAN FOR A CHILDCARE FACILITY FOR TAKEDA EMPLOYEES AS AN AMENDMENT TO THE TAKEDA PARK SPECIAL USE INDUSTRIAL PLANNED UNIT DEVELOPMENT IN THE I -1 OFFICE, RESEARCH AND RESTRICTED INDUSTRIAL DISTRICT WHEREAS, Takeda Pharmaceuticals North America, Inc. ( "Owner "), being the owner of a certain 70.4 acre tract of property located at the northeast quadrant of Saunders Road and Lake -Cook Road and legally described on Exhibit A attached hereto and made a part hereof (the "Subject Property"), has petitioned the Plan Commission of the Village of Deerfield pursuant to the provisions of Article 6.01 -C, Paragraph 5, Articles 12.09 -C and 12.09 -F, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and pursuant to the provisions of a certain Annexation Agreement by and between the Village of Deerfield and the Owner dated January 18, 2005 (the "Annexation Agreement "), for approval of a Preliminary and Final Development Plan for a childcare center for Takeda employees as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District; and, WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on May 6, 2010 to consider Owner's proposed Preliminary and Final Development Plan for the development of an approximately 20,280 square foot, one -story childcare facility with capacity to accommodate approximately 200 children as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District, said hearing being held pursuant to public notice and conforming in all respects, in both manner and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the proposed Preliminary and Final Development Plan for construction of said childcare facility, together with the evidence and supporting materials offered at said public hearing, submitted its written report to the Board of Trustees of the Village of Deerfield recommending approval of the Preliminary and Final Development Plan for the development of an approximately 20,280 square foot, one -story childcare facility for Takeda employees with capacity to accommodate approximately 200 children, including a modification to the requirements of the Deerfield Zoning Ordinance to allow children's play equipment/structures to be located within the required 50 -foot rear year of the Subject Property, all as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District; and, WHEREAS, the President and Board of Trustees concur in the recommendation of the Plan Commission and are of the opinion that said Preliminary and Final Development Plan for the Takeda childcare facility should be approved as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, 0 I t Research and Restricted Industrial District, authorizing and permitting the construction, development and use of said childcare facility in accordance with said Preliminary Final Development Plan and in accordance with the evidence and supporting materials submitted by the Owner which are incorporated herein and made a part hereof by this reference, including modifications to the requirements of the Deerfield Zoning Ordinance as specified herein; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the above and foregoing recitals, being material to this Ordinance, are hereby incorporated by this reference and made a part of this Ordinance as if fully set forth herein. SECTION 2: That the President and Board of Trustees do hereby find that the Preliminary and Final Development Plan for an approximately 20,280 square foot, one -story childcare facility for Takeda employees with capacity to accommodate approximately 200 children, including a modification to the requirements of the Deerfield Zoning Ordinance to allow children's play equipment/structures to be located within the required 50 -foot rear year of the Subject Property (collectively, the "Childcare Facility "), fully complies with the requirements and standards set forth in Article 6.01 -C, Paragraph 5, Articles 12.09 -C and 12.09 -F, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 3: That the President and Board of Trustees do hereby authorize and approve the Preliminary and Final Development Plan for the Childcare Facility as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District authorizing and permitting the construction, development and use of an approximately 20,280 square foot, one -story childcare facility for Takeda employees with capacity to accommodate approximately 200 children, including a modification to the requirements of the Deerfield Zoning Ordinance to allow children's play equipment/structures to be located within the required 50 -foot rear year of the Subject Property, subject to the conditions, regulations and restrictions set forth in Section 4 of this Ordinance. SECTION 4: That the approval and authorization of said Preliminary and Final Development Plan authorizing the construction, development and use of the Childcare Facility as an amendment to the Takeda Park Industrial Planned Unit Development is hereby granted subject to the following conditions, regulations and restrictions to the extent that they apply to such Childcare Facility: A. That the construction, development and use of the Subject Property shall be in accordance with the documents, materials and exhibits comprising the Final Development Plan for the Childcare Facility attached hereto and made a part hereof as Exhibit B. B. Owner's initial and continued compliance with the provisions of Ordinances 0- 05 -18, 0- 06 -41, 0 -07 -31 and 0- 09 -05, and with the Final Development Plan for the Takeda Park Industrial Planned Unit Development heretofore approved for the Subject Property, as amended. C. That the Owner of the Subject Property shall fully and completely comply with all of the terms and conditions set forth in that certain Annexation Agreement by and between the Village of Deerfield and Takeda Pharmaceuticals North America, Inc. dated January 18, 2005. D. Owner's initial and continued compliance with this Ordinance and with all applicable provisions of the Development Code and Zoning Ordinance of the Village of Deerfield. E. Full and complete compliance with all of the terms and conditions set forth in the Development Agreement by and between Takeda Pharmaceuticals North America, Inc. and the Village of Deerfield, a copy of which is attached hereto as Exhibit C. F. All representations submitted and made by Owner to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield. SECTION 5: That the corporate authorities of the Village of Deerfield do hereby approve the Development Agreement for the Childcare Facility, a copy of which is attached hereto Exhibit C, and the Village President and the Village Clerk be and they are hereby authorized and directed to execute said Development Agreement for and on behalf of the Village of Deerfield. SECTION 6: That the Final Development Plan for the Childcare Facility, hereby authorized as an amended Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District, shall be binding upon and inure to the benefit of the Owner and Owner's successors, grantees, transferees and assigns. SECTION 7: That the Village Clerk is hereby authorized and directed to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at owner's expense. SECTION 8: That this Ordinance, and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non- preemptive state law; or, (b) legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. [This Space Left Blank Intentionally] SECTION 9: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 6th day of July , 2010. AYES: Benton, Farkas, Jester, Oppenheim, Seiden, Struthers (6) N NAYS: None (0) ABSENT: None (0) ABSTAIN: None (0) APPROVED this 6th ATTEST: �k. 4W illage Clerk day of July , 2010. Village Preside t EXHIBIT A LOT 1 IN TAKEDA PHARMACEUTICALS, BEING A SUBDIVISION OF PART OF THE SOUTH HALF OF FRACTIONAL SECTION 31, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 13, 2007 AS DOCUMENT NUMBER 6226756, IN LAKE COUNTY, ILLINOIS. EXHIBIT B 1. Statement of Intent and Summary of Proposed Takeda PUD Standards and Master Plan 2. Traffic Evaluation and Circulation Assessment by V3 Companies, Ltd -, dated March 29, 2010 3. Childcare Center Final Development Plan by V3 Companies, Ltd., dated March 29, 2010 a. Drawing C -2.OA Childcare Center Final Development Plan 4. Colored Elevations by FJG, dated March 29, 2010 a. Drawing A-45.0 - Building Elevations b. Drawing A-45.1 -Rendered Building Elevations 5. Plans by FJG Architects, Inc., dated March 29, 2010 a. Drawing A -3.0 - Site plan b. Drawing A -11.0 -Floor plan c. Drawing A -25.0 - Roof plan 6. Exterior Structure and Signage Elevations by FJG Architects, Inc., dated March 29, 2010 a. Drawing A -10.0 - Signage and Fence b. Drawing A -10.1 -Exterior Structure Elevations c. Drawing A -102 -Retaining Wall Elevations 7. Landscape Drawings by DWP, dated March 29, 2010 a. Drawing L -1.0 - Overall Landscape Plan b. Drawing L -1.1 -Rendered Landscape Plan c. Drawing L -2.0 - West Landscape Detail Plan d. Drawing L -3.0 - East Landscape Detail Plan e. Drawing L-4.0 - Notes and Details f. Drawing L -4.1 -Plant Palette g. Drawing L4.2 - Plant Palette h. Drawing L -5.0 - Irrigation Plan 8. On -site Lighting Drawings by Alvine, dated March 29, 2010 a. Drawing E -1.0 -Site Plan Electrical b. Drawing E -1.2 -Site Plan Lighting c. Site Lighting Cut Sheets 9. Civil Drawings by V3 Companies, Ltd., dated March 29, 2010 a. Drawing C -1.0 - General Notes, Legend, Abbreviations and Benchmarks b. Drawing C -2.0 - Layout & Paving Plan c. Drawing C -3.0 - Grading and Erosion Control Plan d. Drawing C -3.1 - Erosion Control Notes and Details e. Drawing C-4.0 - Utility Plan and Sanitary Profile f Drawing C -5.0 - Construction Details g. Drawing C -5.1 - Construction Details h. Drawing C -5.2 - Construction Details i Takeda Park Childcare Center Statement of Intent (April 22, 2010) Takeda Pharmaceuticals North America, Inc. is requesting Preliminary and Final - Development Plan approval for a new childcare building at its Deerfield campus to be known as the Takeda Childcare Center. The Childcare Center is being constructed as contemplated by the Takeda Master Plan. The Master Plan is described in the Annexation Agreement dated January 18, 2005. The Annexation Agreement permits Takeda to seek simultaneous Preliminary and Final Plan approval for any buildings that substantially conform to the Master Plan. Below is a brief description of the new building and. how it conforms to the approved Master Plan. Building Improvements The Takeda Childcare Center will be located north of Takeda Parkway and just north of the remote delivery facility as contemplated by the Master Plan. The Childcare Center will have the capacity to accommodate approximately 200 children. The Childcare Center will be a one (1) story building with an approximate building height of twenty (20) feet and will contain approximately 20,280 square feet of gross building area. The new Takeda Childcare Center will be a contemporary design with durable materials that will compliment the modern architectural fabric of the Phase I and Phase II buildings. The building materials for the new Takeda Childcare Center will include a high performance glass set in an aluminum glazing system consisting of vision and fritted glass, a painted metal frame, pre -cast concrete continuous stool, a stone derivative opaque modular panel and a painted metal and glass entrance and people canopy. A finish sample board will be provided at the Village meetings. The Takeda Childcare Center consists of sixteen (16) classrooms, support and administrative areas including but not limited to a kitchen, storage, offices (Director, Assistant Director and Program Coordinator), parent resource room, staff break room, a large motor skills room, a learning resource room, a laundry room, toilet rooms, a nursing room and an activity room. The required fenced -in exterior play areas will surround the Childcare Center allowing classrooms to directly access the play areas. Parent drop -off parking will be located directly south of the new building in the new parking lot being constructed with the Childcare Center. Employee parking for the Takeda Childcare Center will be in the surface parking lot north of Building 3 across Takeda Parkway from the Childcare Center. 5267470 03104171 O AA , O . to- Is ex.$ I.1 &6 9 Two new signs will be added to the Takeda campus in connection with the Childcare Center. The signs are being constructed in accordance with the Village Zoning Ordinance requirements. A monument sign with a 3' -6" x 7'-8" face which sits on a 6" high concrete base, will be located on the median between the existing service drive and the new driveway for the Childcare Center. The sign features ledge stone to match the building exterior and is clad with a stainless steel plaque that reads " Takeda Childcare Center" the sign has one 27 square foot face. The monument sign will be landscaped with groupings of rose shrubs that are about 2'— 3' in height and with a mass of ornamental grass behind the wall which grows to be between 4'- 6' tall. The monument sign plantings will connect to a larger planting bed that extends across the island to the east and which contains more mixed perennials and flowering shrubs. A building sign will be located on the south building facade between column lines M and N and will feature 8" high black lettering which reads "Building 10 ", the total building area attributed to the building sign is 5 square feet. Each letter will be individually wall- mounted with concealed fasteners. The lettering type will match Takeda standards. Finally, directional information that reads "F- Takeda Childcare Center" will be added to the existing sign located off Saunders Road. Site Improvements Takeda's Phase I and II development included all major infrastructure that will be required for eventual full buildout of the Takeda Park Master Plan. This included all right of way, signal and turn lane improvements to Lake -Cook and Saunders Roads. In addition, as part of the Phase I site work Takeda also completed Takeda Parkway, the internal connecting loop road, which was also constructed to accommodate full Master Plan buildout. As a result, there will be no traffic or roadway improvements required for the Childcare Center development. To facilitate the flow of traffic at the Childcare Center all traffic will circulate one way around a loop created by using different entrance and exit points from the road, and traffic will be directed by one -way signage which will be installed in connection with the improvements. Takeda performed site grading of the northwest corner of the property, north of Takeda Parkway, to accommodate the Takeda Athletic Field Improvements and the new Childcare Center development as part of the Phase II Mass Grading Improvements pursuant to an early start permit granted in accordance with the Annexation Agreement. Stormwater detention for the Childcare Center will be provided in the existing dry detention basins along the west side of the Takeda property, along Saunders Road. Minor modifications will be required to these basins to provide the required detention volume. As part of the Phase II Mass Grading Improvements in this area, storm sewers have already been constructed to collect runoff from the Childcare Center area and convey it to the detention ponds. Water and sanitary sewer service stubs were already provided to this area as part of Phase I construction, so only short service line connections will be required for the new Childcare Center. The building is surrounded by a series of landscaped garden spaces, which directly relate to the functions within the building. The east, west and north sides of the building contain classrooms which open directly into three large, park -like play areas, landscaped with shade and ornamental trees, shrubs, perennial flowers and lawn grass. Play structures, many of which are made of natural materials, are woven into the fabric of the gardens. A wide variety of ground surfaces, material colors and textures, and floral fragrances are interspersed throughout. Unlike traditional playgrounds, these gardens will offer a vast number of different experiences, .many relating to the natural environment. The south gardens are not accessible from inside, 5267470 03104171 2 ()40-10-1% EK.6 1.a e 9 but are more visual. Adjacent to the central entry is a hardscape gathering space for adults as well as children. The drop -off / parking area to the south of the building is separated from the outer road by a landscaped island providing screening from the road and the truck docks across the road. The island landscape will consist primarily of shrubs, perennial flowers and ornamental grasses allowing for visibility by security cameras. Hedgerows are located along the west side of the play gardens to protect from the strong prevailing winds from the west. Leadership in Energy and Environmental Design Takeda views its North American Headquarters Campus as an opportunity to create a highly visible embodiment of its core values, which include health, wellness and a commitment to the environment. To accomplish this Takeda will continue to participate in the U.S. Green Building Council's Leadership in Energy and Environmental Design (LEED) program. The LEED rating system is the nationally recognized benchmark for accomplishment in the practice of green building design and construction. Phase I received LEED "Gold" certification, and Phase II has targeted "Gold" as well. While similar certification for the Childcare Center will be more challenging, due to the fact that LEED standards increased in 2009 and the fact that the center is a smaller building located on a more confined site, Takeda has continued its mandate to pursue LEED certification as a vital and necessary aspect of campus development. A number of building design and operational features have arisen out of LEED program participation. HVAC, lighting and other building systems will meet energy efficiency standards. Water use will be reduced by using efficient fixtures. Low VOC (Volatile Organic Compound) emitting materials (adhesives, sealants, paints, carpets, composite products, etc.) are specified for construction, and indoor air quality will be managed and monitored. The Childcare Center will follow the same managed recycling program used for Phase I. Notably, the building's curtainwall design was heavily influenced by the path of the sun and the intent to minimize solar heat gain in the building, while still providing plentiful sunlight to the building's occupants. Solid, opaque materials along the southern exposure of the building block extreme heat gain where the sun's rays are most direct, while the three other faces of the building are comprised primarily of glass. Storage and mechanical areas for the building have been placed behind the opaque segments of the southern curtainwall, while all of the classrooms in the facility are bordered by a glass exterior to ensure exposure to sunlight. Additionally, skylights will provide natural lighting in the long east -west corridors of the building. Compliance with Master Plan and PUD Standards The Childcare Center is an approved special use under the Annexation Agreement. The proposed Childcare Center Plans substantially conform with the approved Master Plan by providing onsite childcare for the Takeda employees. The Master Plan for the Childcare Center was only conceptual, so no renderings or specific site plans were approved at that time. As Takeda developed the plans for the Childcare Center it became apparent that a reorientation of the building was necessary so that it faced south with the play area to the north rather than facing west with the play area to the east as depicted on the Master Plan. This change was driven primarily by the elongated, rectangular nature of the site north of Takeda Parkway. This orientation provides more outdoor play are for the children and allowed Takeda to build a larger building to better serve the needs of its 5267470 03104171 3 o&& 0 - 10 - S OX -6 US � 9 employees. Additionally, rather than using a large part of the site for parking, Takeda determined that to best utilize the space, the employee parking for the Childcare Center should be located across Takeda Parkway in the surface lot north of Building 3, and that only a limited number of drop off parking spaces would be included next to the building. The Annexation Agreement requires one parking space per ten (10) students plus one (1) space per employee on the maximum shift. The Childcare Center will serve approximately 200 students resulting in a requirement of twenty (20) parking spaces. The project design exceeds this threshold by providing twenty -seven (27) drop -off spaces directly south of the Childcare Center. Takeda estimates that the number of employees on the maximum shift will be forty-five (45) resulting in the need for forty -five (45) parking spaces. Two (2) employee spaces will also be provided on the south side of the building, and the remainder of the employees will park on the existing surface parking lot north of Building 3 across Takeda Parkway from the Childcare Center. The Phase II plans provide for 123 parking spaces in excess of the PUD requirement. The PUD requires 2,191 parking spaces based on the Phase I and Phase II buildings, while the Phase I and Phase II improvements provide for 2,314 parking spaces. Approximately sixty -one (61) of the extra spaces will be used for the Childcare Center employee parking. This allotment is in excess of the forty-five (45) employee parking spaces required under the Annexation Agreement. The proposed Childcare Center will meet all of the PUD Standards applicable to the site under the Annexation Agreement. A chart demonstrating such compliance is attached to this Statement of Intent and is also included on our Childcare Center Development drawing. Also attached to this Statement of Intent are proposed findings which are required by the Village of Deerfield Zoning Ordinance to be made for all Planned Unit Developments. We believe no new zoning relief will be required, except for permission to allow three play structures to be placed in the required rear yard setback. These play structures have dual purposes. During operation hours the play structures are miniature "tunnels" approximately eleven (11) feet high that will be located on the curvilinear bike path. The structures also have "windows" for the children to perform puppet shows. After hours, both ends of the "tunnels" and the "windows" will be closed and the structures will serve as play equipment storage. The play structures will be located entirely inside the Childcare Center play area fencing and will have minimum visual impact on the neighboring properties. Takeda requests relief from Section 2.03 -D(6) of the Deerfield Zoning Ordinance which does not allow accessory structures in the rear year of industrial districts to allow for the play structures to be located in the Takeda rear yard. We look forward to working with Village of Deerfield staff and officials toward finalizing our plans and beginning construction in the summer of 2010. 526747003104171 4 D &S 6x.6 IA g Findings in Support of a Planned Unit Development Pursuant to Section 12.09 -D(2) (c) of the Deerfield Zoning Ordinance, a Planned Unit Development shall not be recommended for approval unless the Plan Commission is satisfied that it can make the six findings specifically delineated in the Ordinance. Below we address each of the six findings: 1. Effect on Community. That the proposed Planned Unit Development will not be significantly or materially detrimental to or endanger the public health, safety or general welfare of the community. This shall include consideration of the impact of the development upon physical development, tax base, and economic well -being of the Village. The Childcare Center will be located on the interior of Takeda's corporate campus to primarily serve Takeda employees (presently it appears it will be 100% prescribed by Takeda employees). All external roadway improvements for the full build out of the Takeda Campus, including the Childcare Center, were completed in Phase I. The Childcare Center will provide new jobs which will create benefits to the local economy, and positive impacts to the Village revenue base in the form of permit fees and real estate taxes. 2. Effect on Neighborhood. That the proposed Plan Unit Development will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted nor will it diminish or impair property values within the neighborhood. The proposed Childcare Center as part of the Takeda Campus is entirely compatible with adjoining properties. Corporate office developments adjoin this site on the west, north and east. Commercial, office and institutional uses comprise a large part of the uses across Lake -Cook Road to the south. To the extent residential uses remain on Lake -Cook Road, they will not be affected by the Childcare Center, which is located on the northernmost part of the Takeda Campus approximately 1400 feet north of Lake -Cook Road, and will be minimally, if at all, visible from Lake -Cook Road. g. Effect on Development of Surrounding Property. That the proposed Planned Unit Development will not impede the normal and orderly development and improvement of the surrounding property. The Childcare Center was part of the Master Plan and will benefit the Takeda campus employees by providing convenient child care and will benefit the community by providing jobs. 4. Adequacy of Utilities and Facilities. That the applicant has demonstrated that adequate sewer and water, access roads, drainage and other necessary facilities are present or will be provided. All necessary utilities and facilities are already present at the site. Water and sanitary service was brought to the site during the Phase I construction. Drainage will 5267470 03104171 OAR 0-10-M be handled on -site by existing storm water detention and retention areas on the west side of the site. The response to the next item addresses the access to the site. 5• Adequacy of Ingress and Egress. That the applicant has demonstrated that adequate means of ingress and egress designed to handle the traffic contemplated are present or will be provided. The development is located at a Tollway interchange and on major arterial roads which are designed to handle the type of traffic flows associated with this kind of development. Takeda's Phase I development included all on and off -site road infrastructure that will be required for eventual full buildout of the Takeda Park Master Plan. This included right of way, signal and turn lane improvements to Lake -Cook and Saunders Roads. In addition, as part of the Phase I site work Takeda also completed Takeda Parkway, the internal connecting loop road, which was also constructed to accommodate full Master Plan buildout. As a result, there will be no traffic or roadway improvements required for the Childcare Center other than a new access point off of the existing internal drive currently serving the Remote Delivery Facility. The Childcare Center is being built to serve the Takeda employees so it will not generate additional traffic except for the Childcare Center employees. and possibility a very few Takeda employees who work offsite but may make use of the Childcare Center. Furthermore, the proposed Childcare Center accommodates all recommendations for on -site traffic controls and circulation and other matters as set forth in the Traffic Analysis Memorandum prepared by V3 Companies, Ltd. and submitted with our application. 6. Conformity to Regulations. That the proposed Planned Unit Development meets all the regulations of this Ordinance except as such regulations may in each instance be modified by the Board of Trustees. The proposed Childcare Center will meet all of the PUD standards applicable to the site under the Annexation Agreement by and between the Village of Deerfield and Takeda Pharmaceuticals North America, Inc., dated January 18, 2005. 526747003104171 6 �x.8 1 (0 1 q X p J es, O t . . 14, SUMMARY OF PROPOSED TAKEDA PUD STANDARDS AND MASTER PLAN * The F.A.R., Useable Open Space, Impervious Surface and Lot Coverage measurements include 3.33 acres donated to the Tollway Authority as permitted per Lake County Ordinance and by the Parkway North Center Annexation Agreement. Per annexation agreement the land area for these calculations is 3,211,453 square feet. ** Phase I Gross Leasable Area is 315,064 s.f. and Gross Building Area is 387,100 s.f. Phase II Gross Leasable Area is 211,853 s.f. and Gross Building Area is 258,509 s.f. Childcare Center Gross Leasable Area is 19,500 s.f. and Gross Building Area is 20,280 s.f. The Phase I, II & Childcare Center combined Gross Leasable Area is 546,417 s.f. and Gross Building Area is 665,889 s.f. 5267470 03104171 7 TAKEDA TAKEDA TAKEDA PUD STANDARDS " CHILDCARE CENTER ALONE PHASE I. II & CHILDCARE CENTER TOTAL FINAL PLAN ACTUAL FINAL PLAN ACTUAL BULK .4 FAR based on GLA with Tollway N/A .170 FAR based on GLA with Tollway SETBACKS Front/Corner -Side: 1544/1510 Tollway 229/221 Tollway 1389/1289 Lake Cook 360/225 Lake Cook 100/100 Building /Parking 674/628 Saunders 674/628 Saunders 52/136 Baxter 52/74 Baxter Rear: Building /Parking Building /Parking 50/50 Building /Parking MIN. 10% N/A 67.4% USEABLE OPEN SPACE MAX. LOT 40% N/A 10.2% COVERAGE MAX. IMPERV. 50% N/A 30.0% SURFACE BUILDING 90 foot max. with setback 20' -0" 90' -0" HEIGHT PARKING Office: 3.3/1000 GLA plus 0.7/1000 GBA Required: 65 (20 student + 45 employee) OFFICE: Required: 2,191 (1,739 + 452 landbanked) landbanked Provided: 90 (27 student + 63 employee) OFFICE: Provided: 2,250 Childcare: 1 per 10 students plus 1 per employee on the max. shift Note: 61 of the employee spaces are CHILDCARE: Required = 65 and Provided = 90. provided in the Phase 2 surface lot. * The F.A.R., Useable Open Space, Impervious Surface and Lot Coverage measurements include 3.33 acres donated to the Tollway Authority as permitted per Lake County Ordinance and by the Parkway North Center Annexation Agreement. Per annexation agreement the land area for these calculations is 3,211,453 square feet. ** Phase I Gross Leasable Area is 315,064 s.f. and Gross Building Area is 387,100 s.f. Phase II Gross Leasable Area is 211,853 s.f. and Gross Building Area is 258,509 s.f. Childcare Center Gross Leasable Area is 19,500 s.f. and Gross Building Area is 20,280 s.f. The Phase I, II & Childcare Center combined Gross Leasable Area is 546,417 s.f. and Gross Building Area is 665,889 s.f. 5267470 03104171 7 DATE TO FROM: MEMORANDUM March 29, 2010 Gene Habrel, Takeda Pharmaceuticals North America, Inc. Village of Deerfield, IL John R. Brown, P.E. CC: David Bach, Hines Ivan Kane, Mayer Brown Rachel Kuipers Bates, Mayer Brown Greg Gobel, Fujikawa Johnson Gobel RE: Takeda Pharmaceuticals North American Headquarters — Childcare Facility Traffic Evaluation and Circulation Assessment vigin. v e. t�,� , '� ,g V LrtuW. The purpose of this memo is to provide a traffic evaluation and circulation assessment for the proposed Takeda Childcare Center within the Takeda Pharmaceuticals Headquarters site located at the northeast comer of the Saunders Road and Lake -Cook Road intersection in Deerfield, Illinois. A summary of existing conditions, traffic evaluation, and traffic circulation assessment follows: Existinq Conditions A Traffic Planning Study was prepared by Gewalt Hamilton Associates, Inc. on October 1, 2004 for the total build -out of the site. The study identified that Phase I would consist of 380,000 square feet of office space, with the ultimate build -out consisting of an additional 1,030,000 square feet of office space and the possibility for a 200 -room hotel. Phase 1 is currently constructed consisting of approximately 387,000 sq. ft., which includes Building I, Building II and the Remote Delivery Facility. Phase 2 is under construction and will consist of approximately 258,500 square feet of office space. Proposed Conditions — New Childcare Center Based on the original approved study, all roadway and signal improvements have already been completed for the full build -out of the Takeda campus. The proposed Childcare Center is slightly larger 20,280 square feet), but still consistent with the full build -out Master Plan of the Takeda Campus. Therefore no further offsite roadway or signal improvements will be necessary at this point or in any future expansion that conforms to the full build -out Master Plan. Furthermore, based on site observations and subsequent discussions with Takeda, it is our opinion that the offsite improvements and internal site circulation as designed and constructed are adequate and functioning appropriately. V3 COMPANIES OF ILLINOIS LTD. • 7325 JANES AVENUE. WOODRIDGE, IL 60517 • PH: 630.724.9200 • FX: 630.724.9802 • V3CO.COM CHICAGO DENVER PHOENIX DA& O - I 0 - po ex.& x.196 1 Page 2 of 2 Gene Habrel Takeda Pharmaceuticals North American Headquarters — Childcare Center Traffic Evaluation and Circulation Assessment Traffic Evaluation and Circulation Assessment The Takeda Childcare Center will be located in the northwest portion of the campus, north of Takeda Parkway and just north of the Remote Delivery Facility (RDF) as contemplated by the Master Plan. Access to the Center will be off Takeda Parkway via the existing drive to the RDF. At the intersection with the RDF drive, Takeda Parkway has 2 lanes in each direction, and therefore can accommodate the flow of traffic and the right and left turns for the Childcare Center. The Childcare Center will have the capacity to accommodate approximately 200 children and will have an estimated 45 employees on the maximum shift. The required parking per the Annexation Agreement is 1 parking space per 10 students plus 1 space per employee on the maximum shift. This would result in a total of approximately 65 required parking spaces. A total of 90 parking spaces will be provided, with 27 drop -off spaces and 2 employee spaces provided in the new parking lot on the south side of the Childcare Center, and 63 employee spaces provided on the south side of Takeda Parkway in the Phase 2 surface parking lot. Both the student and employee parking spaces being provided exceed the number required by the annexation agreement, and area based on input from daycare operators. The additional employee spaces are being provided to account for some overlap of shifts. In order to create an efficient, safe and simple flow of traffic at the Childcare Center, all vehicles will circulate through the site in a counterclockwise direction, with vehicles entering at the eastern driveway and exiting at the western driveway. The necessary directional signage and pavement striping will be provided to clearly indicate the flow of traffic. This circulation design has the added benefit of eliminating turning conflicts for the vehicles as they enter and exit the facility. All drop -off spaces are on the north side of the one way drive, facing the building, with direct access to a covered walkway leading to the main entrance. Children and parents will not need to cross the drive aisle, eliminating potential conflicts with vehicles and creating a safer and more efficient environment. As noted above, the majority of the employee parking will be provided in the Phase 2 surface parking lot on the south side of Takeda Parkway. A concrete sidewalk will be provided from the employee parking lot to the Childcare Center, with a pedestrian crossing of Takeda Parkway that coincides with the crossing for the proposed Athletic Fields development. Summary The offsite roadway and signal improvements meet or exceed the full build -out improvements indicated in the original traffic study, so there are no additional improvements warranted at this time. The interior site traffic and circulation is expected to operate in an efficient and acceptable manner with the proposed improvements as indicated above. End of Memorandum E:\2003\ 03225\ 03225. DAMorrespondenceW03225.DAY Gene Habrel 032910 Traffic Analysis.doc ex. 6 a a V6 1 .......... . ------ F. woo X_- ti t F_ 1 �' �: y fib. L i J OWNERS awwsa IT, I__ IT, asa nrGt ant BANtO IM K M I­ FI­I � •IIE — M W FOIT- �m 0' Ol`IEFIlII`. ­0 1­ IIE ­1 IT A-1: III uaA ll, KTI1­ 1­1 Li FEKI I O10.DQW CENTEFt 2120 V. WITER I TIP I ­W­ CE T S14111_1 NlE- ­ E.II­ QJITE. .T I. , DElartssfD ewe ------- - -- PLAN COMYJSSK*HM 9000 iii T.:QR W TAKEDA CHILDCARE CENTER j 7 TAKMA PKAJDAPICEIrrICALS .......... . ------ F. woo X_- ti t F_ 1 �' �: y fib. L i J OWNERS awwsa IT, I__ IT, asa nrGt ant BANtO IM K M I­ FI­I � •IIE — M W FOIT- �m 0' Ol`IEFIlII`. ­0 1­ IIE ­1 IT A-1: III uaA ll, KTI1­ 1­1 Li FEKI I O10.DQW CENTEFt 2120 V. WITER I TIP I ­W­ CE T S14111_1 NlE- ­ E.II­ QJITE. .T I. , DElartssfD ewe ------- - -- MIDI LEGAL LZT1 NTA03 PAMVVZEVrrAA® ASUBMVMMCFPMffMT EAST GFTI NNFRWIFft 993MAPLAC106RING TO THE PLaTHE✓EW F1MOFDSDAUOLffrT%ZW M DOURMEWNUKIER OZMM N LAKE COUM. LISCM MOTES L NLPROPOEMO•At gnWWOON M ANr®USPSSOYMNA3F.MaMM L BLODMCNABOMMA WOUTMEFACI!CFBLMLCU-gt"MORWOMlMarECL 4 ML cum ANo WD WVu w M12 N OTHE050132 NOTEIL L MLP WXLSMIEWXWUBF20O1M3WASEMOrt3 & WE AAOHrraznvwL AIN LAP09CAPE PLAIN FOFt DETARM LAYOUT WTHSMA AIO 7 I)MfftMEM2Ki1PA<F TN ®IEPLMSESlAtOMPWMaPACOEMPAPrrftM E1C.MWT01E0061NS 8ffiOETF&BIV0SFECFWATX0OFFKWTA1®APL1A'E1 NOVAE PL*" MR Nam Fraftalm & ALLFOW LANE WOUGE SUBJWTM FDV& FWD APPMOLEY FOE OWF= PARKING SUNNIARY DROP OFF PARK= REQAAR - 25SPACE8 ACCESSELE - 2SPACE8 81PLOYEE PARKPIG FMIGULAR - ED SPACES ACCESSWE - 38PACES TUrALPARKM -90 SPACES As O E16WYM CMSDfXE C91fER PAF40M ­ItY OF PIPtOOVIMI TAIQ!IIl IAKM& fO0 TB T1_ • Tllll,—1,­­C�----,__,­,,____�_ P. P. PAVWQ LEGOW iii T.:QR W TAKEDA MIDI LEGAL LZT1 NTA03 PAMVVZEVrrAA® ASUBMVMMCFPMffMT EAST GFTI NNFRWIFft 993MAPLAC106RING TO THE PLaTHE✓EW F1MOFDSDAUOLffrT%ZW M DOURMEWNUKIER OZMM N LAKE COUM. LISCM MOTES L NLPROPOEMO•At gnWWOON M ANr®USPSSOYMNA3F.MaMM L BLODMCNABOMMA WOUTMEFACI!CFBLMLCU-gt"MORWOMlMarECL 4 ML cum ANo WD WVu w M12 N OTHE050132 NOTEIL L MLP WXLSMIEWXWUBF20O1M3WASEMOrt3 & WE AAOHrraznvwL AIN LAP09CAPE PLAIN FOFt DETARM LAYOUT WTHSMA AIO 7 I)MfftMEM2Ki1PA<F TN ®IEPLMSESlAtOMPWMaPACOEMPAPrrftM E1C.MWT01E0061NS 8ffiOETF&BIV0SFECFWATX0OFFKWTA1®APL1A'E1 NOVAE PL*" MR Nam Fraftalm & ALLFOW LANE WOUGE SUBJWTM FDV& FWD APPMOLEY FOE OWF= PARKING SUNNIARY DROP OFF PARK= REQAAR - 25SPACE8 ACCESSELE - 2SPACE8 81PLOYEE PARKPIG FMIGULAR - ED SPACES ACCESSWE - 38PACES TUrALPARKM -90 SPACES As O E16WYM CMSDfXE C91fER PAF40M ­ItY OF PIPtOOVIMI TAIQ!IIl IAKM& fO0 TB T1_ • Tllll,—1,­­C�----,__,­,,____�_ P. P. PAVWQ LEGOW T.:QR PAD aSCAPEDRAWOMFOR m � 7x" I i I ` 11.41 � ­­_ T71 m MiM11111 F ji. L III 1: 1 Ell 1 I 0 ------ - ------ r, R_ JT1 71F.T.. TT U77.11rrr. riff. I 11.1 J. 1 111 H 1 fl!i i Ellli 1; UIL J. J- E; J :-5- A. TO I-- �G N­ Ai —, ............ —!- _4 LAKE COOK ROAD . bi COPYMGHT2m% FJG DRAYANGS MAY HaT BE REPRODUCED WnHOLrr PEF0GSSX)K Image# 047030160057 Type: ORC Recorded: 12/13/2010 at 04:37 Receipt#: 2010-00067582 Page I of 57 Fees: $56.00 IL Rental Housing Fund: $O.00 Lake County IL Recorder Mary Ellen Vanderventer Recor 11 File6681464 434 :31 PM der ,all 60 O TAKEDA CHILDCARE CENTER TAKMA PKAJDAPICEIrrICALS MM(AWA JOHNSON GOB& ARCHREM W_ HtV PA .=I = ALVM ENGWG� V3 COWA040% LTD. DAPICEL VVEMBACH & PARTWBM LTD. SAKE) A ASSOMTM M CHILDCARE CENTER FINAL DEVELOPMENT PLAN so 0 SO 160 _So. E FEET V - W4r C2.OA . ...... ..... ........... ........ :31 PM der ,all 60 O IGLLE riAZK a AL1R wGVE eDlt 6 Mi fAl1'M 1@fJeT LaCRETE KE �1 WEST ELEVATION eu1.DeN LVIOrf a TwereWt�rt bRL�e+le NEDFfi GerCJrr a 1wudL>3rf ecxrerte T T T T T eTero.o eEen reTK rrzF a seta un�.r unr•r a , wdv aulau. cArurr a iRYdJlalt wCla eierp6 eEen tilt rrw was a , e... w• . r -e+ t 0- Eceta ern• . re curl eamr rwmrt w.-+ •�•� Q ew newrdew¢ Eae+ewr am: �t EIY1NIle ew ru.rtwereE Eas*vn am; I etaT eosrr I T r I I Brae weEw I Q ew eEE a -Ice raF ceieae eEE a -len Fow IxTeae erne weEa ereroe� eEen m a RTeI FeCle Iw•Ew wca: w EL • eY3• u•eEn my EL • Jl' -Y etl)t eQAr I 6TUpK !EM p�6 a reT11 FILM = 6TUDFG eEY1 fNpF rET11 F Je a 6iae VDEER M1 dfOWAOR D.ED L fflRTEM bED 6TPe -lrrE e{fel ecrFR x' ' � I r 6TPE VFIEER • i S a VEL. 7'w EL. 7'w•� �jjn]}''11 YL I � = 1��( 1 ��� Q i ♦ Q i .,.. Q $_ L i ❑ IGLLE riAZK a AL1R wGVE eDlt 6 Mi fAl1'M 1@fJeT LaCRETE KE NORTH ELEVATION 4 IIfILF+ vu• . ro Miles ., COPYRIGHT 2010. FJG DRAWINGS MAY NOT BE REPRODUCEDYff ROUT PERMISSION. TAKEDA CHILDCARE CENTER DEERRELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA. INC. .. nsrn......nNErxm.® FUJIKAWA JOHNSON GOBEL ARCHITECTS. tNC. HALVORSON1N�II1 @ARTNERS ALVINE ENGINEERING p COMP=ESS.;:!. DANIEL WEINBACH 6 PARTNERS. I.M. =0 a ASSOCIATES. INC. BUILDING ELEVATIONS 3rJr•ro A-45.0 �1 WEST ELEVATION SOUTH ELEVATIONS EAST ELEVATION .....• vs• . r e... w• . r -e+ 0- Eceta ern• . re To' I I I I I T T I I T T T �t ruwrewu'ce Eam'r[Nt I Q ew I I NORTH ELEVATION 4 IIfILF+ vu• . ro Miles ., COPYRIGHT 2010. FJG DRAWINGS MAY NOT BE REPRODUCEDYff ROUT PERMISSION. TAKEDA CHILDCARE CENTER DEERRELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA. INC. .. nsrn......nNErxm.® FUJIKAWA JOHNSON GOBEL ARCHITECTS. tNC. HALVORSON1N�II1 @ARTNERS ALVINE ENGINEERING p COMP=ESS.;:!. DANIEL WEINBACH 6 PARTNERS. I.M. =0 a ASSOCIATES. INC. BUILDING ELEVATIONS 3rJr•ro A-45.0 SOUTH ELEVATIONS e... w• . r -e+ T. T ereroe� eEen m a RTeI FeCle etl)t eQAr I 6TUpK !EM p�6 a reT11 FILM = 6TUDFG eEY1 fNpF rET11 F Je a 6iae VDEER 6TPe -lrrE e{fel ecrFR 6TPE VFIEER ` $_ Z Jm I®-E lieDG a AD)t rwerc •Wei a.AWrG fLUYF+ tp1E rieiK. a IlYI tA0.E fieaP a eUet IFYE Fr@GL1i fACIQTE MY rwere NORTH ELEVATION 4 IIfILF+ vu• . ro Miles ., COPYRIGHT 2010. FJG DRAWINGS MAY NOT BE REPRODUCEDYff ROUT PERMISSION. TAKEDA CHILDCARE CENTER DEERRELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA. INC. .. nsrn......nNErxm.® FUJIKAWA JOHNSON GOBEL ARCHITECTS. tNC. HALVORSON1N�II1 @ARTNERS ALVINE ENGINEERING p COMP=ESS.;:!. DANIEL WEINBACH 6 PARTNERS. I.M. =0 a ASSOCIATES. INC. BUILDING ELEVATIONS 3rJr•ro A-45.0 I WEST ELEVATION EAST ELEVATION ac:u.e vm . r-o n SOUTH ELEVATION5 4 NORTH ELEVATION �A�e, yy� ti COPMGNT 2010, FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. TAKEDA CHILDCARE CENTER DEEWIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICq INC. NMES FUJMWA JOHNSON GOSEL ARCHITECTS, INC. HALVOR.SON a PARTNERS ALVtNE �pEEMQNE RING 9 COMPANIES, LTD. DANIEL WEINBACH a PARTNERS, LTD. to —a AssocuTES, wc. BUILDING ELEVATIONS 7- °- A-45.1 - -h- I ■'�.: Sh: ins liQ!•QIDOi• @!s @Im'i 4 NORTH ELEVATION �A�e, yy� ti COPMGNT 2010, FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. TAKEDA CHILDCARE CENTER DEEWIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICq INC. NMES FUJMWA JOHNSON GOSEL ARCHITECTS, INC. HALVOR.SON a PARTNERS ALVtNE �pEEMQNE RING 9 COMPANIES, LTD. DANIEL WEINBACH a PARTNERS, LTD. to —a AssocuTES, wc. BUILDING ELEVATIONS 7- °- A-45.1 �...,.` c. v. N OQ@!' a�av>.@ as�Q> ezt av���Qi:___ @�QZeQQ@cali@si�Qau@n=aaQ�aaa� 1QQ QQQi @""QQQQQQQQIWY.111�1 SOnQQ :sdlni @Q @T<:�L IQZ,QQHSiYmH6Lt ■ _1..4F➢QSQ- ®QQQOitQHQQQ 4 NORTH ELEVATION �A�e, yy� ti COPMGNT 2010, FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. TAKEDA CHILDCARE CENTER DEEWIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICq INC. NMES FUJMWA JOHNSON GOSEL ARCHITECTS, INC. HALVOR.SON a PARTNERS ALVtNE �pEEMQNE RING 9 COMPANIES, LTD. DANIEL WEINBACH a PARTNERS, LTD. to —a AssocuTES, wc. BUILDING ELEVATIONS 7- °- A-45.1 won OETK ..=moon IN MIKE' "s E t U-I -U! I SITE PLAN COPYRIGHT 2010, FIG DRAWINGS MAY NOT B REPRODUCED WITHOUT PERMISSION. b2M LSE TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA INC MMES FUJIKAWA JOHNSON GOBEL ARCHITECTS, INC. Ht% =RS& PARTNERS tV=.ENGIOE=G COMPANIES, LTD DANIEL =CH I PARTNERS, LTD. SAKO & ASSOCIATES, INC. SITE PLAN NX W. CR) co) nf- CN) CM) n nK ni nw nr. nr rE) G) rc) rB) rA) COPYRIGHT 2010. FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. 3119110 D-Ign 1, R.4.. 3/15/10 1"p- TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA. INC, HINES FUJIKAWA JOHNSON GOBEL CH S=' C� I! HtVORSON & PARTNERS tVINE EN _.==G V32MP=.Lf. DAN1t%!LN1nCH & P=E:S, LTD. SAKO & ASSOCIATES, INC. FLOOR PLAN - KEY PLAN —A -11.0 MEN 0 so MNW-! ■■= EM EM 1111111 .. MEN ONE IT 1. rhmm ki ■ BUR Mir. 20=11 nummi - J L __ J ®�� e C Uzi ZLC I ® o ■ C7 '�' B e e; a��ol Emil Ed oil Nil Nil ORI Nil Nil Nil Nil Ell E ON NMI Ell Ell Ell Nil ■ MEN Ell MQ ....... . . . . . . . . . N ... ........ —loom ■ ■ COPYRIGHT 2010. FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. 3119110 D-Ign 1, R.4.. 3/15/10 1"p- TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA. INC, HINES FUJIKAWA JOHNSON GOBEL CH S=' C� I! HtVORSON & PARTNERS tVINE EN _.==G V32MP=.Lf. DAN1t%!LN1nCH & P=E:S, LTD. SAKO & ASSOCIATES, INC. FLOOR PLAN - KEY PLAN —A -11.0 � ROOF PLAN xxa w• • r-p COPYRIGHT 2010. FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. 329/10 tms b FiW VAa aSWnivbn 3/19/10 �bRe„W, 3H5I10 �I n TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA. INC. HINES FUJIKAWA JOHNSON GOSE ARCHITECTS, INC. HALVORSON 8 PARTNERS ZZ ALVINE ENGINEERING V3 COMPANIES. LTD. DANIEL WEINBACH 8 PARTNERS. LTD. SAKO 8 ASSOCIATES. INC. ROOF PLAN e,. -0- —A-2 5. 0 r art ¢.ev.TnJ eo[ ¢!.•.ilol Takeda _ at en finOF a ialrzox LGrO eio.e wcee To —A- eno.G a.no.n run® ewee ELEVATION Trrc.L.•ww ram - %,� ELEVATION mru .•IS.,roa EVATION rrau,alra eriMae rJ16 )A' . r-r - er •' . >A' . r.P I sear:. N' . r.o I N'kI VR•I®G!D rJlxeEl IYL L.' !q POST IQAR ELCV1r1aN 6m! ELEV�T1Lw %,� E LE NATION r.rrx . wrr wre rrawo wumuuls& eoeJ %1 EL E VAT ION rrwl3+r rL ersJarc etas »• . r•r , ' ` eeaL[ »AT'ON Trrr+L r wcw wre a ro� a o.E ace r.wc .. —•-.� Boer er..., w• . ro• o• eq roar I yr x I Tn• RIDEm Wawa RuL ey rnceT & %1 ELEVATION mrurwrsrwaarorJ<wwEeloenQre�J %1NOT 115ED / '.r `ELEVATION mrea a• w.)w wre a rots w+mru ewo rrtr aloe / � � ELE VAT ION eun.oe>G wreert eriJre eruct r . r -r sxt<• v.• . r•r �I Y ->� • a.'1. T -�' 1 N' x I VIaT • I®OED )' e'4 r06T )•.qlS• )�.qf(• rJ1awEL rani I yr x t tn• I®em �—I ouwEL wa v.• eq rlorzr }I' 1J IeER ¢evArld 'LIIt, U II I I. 1J- 11" s• , _.. aAONs NrnER: GLI4 fOMpY1 llrDeR! rw?J -Lrt) BUILDING 101 r wGw amDKa wJ•e[R d..eClC eoncuet tpnoe rwal -Ertl. LETTWf t,re ro ruTw T.I¢oA eruovsa ALL fAeiplR! TO Ol �^r� COPYRIGHT 2010. FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. 329!10 FMVd aSubNssbn TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA INC. HINES FUJIKAWA JOHNSON GOSEL ARCHITECTS. INC. HALVORf PARTNERS ALVINE ENGINEERING V3 COMPANIES, LTD. DANIEL EINBACHB&PARTNERS. LTD. SAKO & ASSOCIATES, `INNC. SIGNAGE AND FENCE ELEVATIONS '1 ,ELEVATION Tmcu a• wcu wrz a Ft>rJ• w eorw son rrus lurmm.� sou LEVATION era.ow wreev er�J� -f _ er•,. r . r.r eanLe• r . r.o AS NOTED A -10.0 AS V rCt.t tt 'LL aE1 sox f� %w v.• eq rlorzr }I' 1J IeER ¢evArld 'LIIt, U II I I. 1J- 11" s• , _.. aAONs NrnER: GLI4 fOMpY1 llrDeR! rw?J -Lrt) BUILDING 101 r wGw amDKa wJ•e[R d..eClC eoncuet tpnoe rwal -Ertl. LETTWf t,re ro ruTw T.I¢oA eruovsa ALL fAeiplR! TO Ol �^r� COPYRIGHT 2010. FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. 329!10 FMVd aSubNssbn TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA INC. HINES FUJIKAWA JOHNSON GOSEL ARCHITECTS. INC. HALVORf PARTNERS ALVINE ENGINEERING V3 COMPANIES, LTD. DANIEL EINBACHB&PARTNERS. LTD. SAKO & ASSOCIATES, `INNC. SIGNAGE AND FENCE ELEVATIONS '1 ,ELEVATION Tmcu a• wcu wrz a Ft>rJ• w eorw son rrus lurmm.� sou LEVATION era.ow wreev er�J� -f _ er•,. r . r.r eanLe• r . r.o AS NOTED A -10.0 AS O I' o \PLAN: rum �mttc emya 1 `r J L 5 ELEVATI�JTa.,� �.ro ruNTtw.rr�taerort ew=o tr., .. w• . r-c Te r 3cAH war rrL vArTev rtac n.el- 7 7. 1 1 7 7 P.NIEO �Pt DCVR .ro 6ioe steer 7 5 v a.t PA.rtts Au i oa•oem ysrAm LNtv.J I I EW OTI!! f111RER BIpZ BOIAtIt Wi11 EpGM IfdTpE PAVtG %' `PLAN ,w.+ .ro ruHra.ru ea,aro,t twm ec.tt� w• . r-o• 7A �a COPYRIGHT 2010, FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. �EGTION:rumrmE. _' � ��PLAN:,tovrtTwm , ELEVATION,v.a� a.roH.Nroux�rae.olt,w:n � J 1 � �eu�e, w• . r -e �/ 329/70 I' �� \ ELEVATION:R,mrmtr �1 ELEVATION:eTwer <Twei �� 1 "`�leu�e.vr.rr „r.�. »•.rte• / � \ ELEYATIONTnA� ...�.,r6rorurntHrcernerexrr.a �/ euLe. w• . re 6TYOKs IiEv PANim GtL I PiSLAST nTOre 6TPE � PiSIJlT fAt R� nc oav! TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS =RICA, INC. HINES FUJIKAWA JOHNSON GOBEL ARCHITECTS, INC. HALVORSON B PARTNERS ALVINE ENGINEERING YJ COMPANIES, LTD. DANIEL WEINI d PARTNERS. LTD. SAKO 8 ASSOCIATES, INC. EXTERIOR DETAILS " `ELEVATION:rumveums�_ _ _ I�E�LE »ATrON:slaure lweL �B ELEVATION:aTar.re nru %�LEVATION Tn.a� -r.w runeN.r�ea�..on ewES _ \ J eu�e. »• . r-s eutE w• . re "� A -10.1 �I rP "M. y L I %' `PLAN ,w.+ .ro ruHra.ru ea,aro,t twm ec.tt� w• . r-o• 7A �a COPYRIGHT 2010, FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. �EGTION:rumrmE. _' � ��PLAN:,tovrtTwm , ELEVATION,v.a� a.roH.Nroux�rae.olt,w:n � J 1 � �eu�e, w• . r -e �/ 329/70 I' �� \ ELEVATION:R,mrmtr �1 ELEVATION:eTwer <Twei �� 1 "`�leu�e.vr.rr „r.�. »•.rte• / � \ ELEYATIONTnA� ...�.,r6rorurntHrcernerexrr.a �/ euLe. w• . re 6TYOKs IiEv PANim GtL I PiSLAST nTOre 6TPE � PiSIJlT fAt R� nc oav! TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS =RICA, INC. HINES FUJIKAWA JOHNSON GOBEL ARCHITECTS, INC. HALVORSON B PARTNERS ALVINE ENGINEERING YJ COMPANIES, LTD. DANIEL WEINI d PARTNERS. LTD. SAKO 8 ASSOCIATES, INC. EXTERIOR DETAILS " `ELEVATION:rumveums�_ _ _ I�E�LE »ATrON:slaure lweL �B ELEVATION:aTar.re nru %�LEVATION Tn.a� -r.w runeN.r�ea�..on ewES _ \ J eu�e. »• . r-s eutE w• . re "� A -10.1 COPYRIGHT 2010, FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. t>nS• ILL o6'E)l1018 ATE • 1 N Fc.ET. 1 2 ] 5 t ! 9 n O D TI xl TA'JALL __. __. 2.0489 321D61d 'A060 IODEm +5mL0 16]60 SE GT ION: FETANNO WALL - PMEL ]6 �,� SEGT I ON: FETANNGWALL - PANEL n ( SECT ION:IffTANNG uIALL - PAIgL b i,L� SE GT ION: �1Aw W'a WALL -PANEL li SE GT ION: r�TAwux: uw.L - PAVeL im SECT ION: rsuwrta uuLL e �1ELEVATION:�AN6G ., SEGT ION: s 1 eoaLE• 3/4• I' <� I' I ecALe• 1• . o• -m PArE1 M Pd 21 PYEL tl PANEL 13 PANEL 9 PALL 9 PdrEL 1 ON 15160 TO ON +5100 ON +2860 TO ON 13400 ON 25.160 TO ON 36900 ON 29060 TO .N 3n= ON 23160 TO ON 253 ON b060 TO ON 9200 ON 000 10 ON 100 689.7 689.4 F"y Vm"* 11 Bym„, 689.) PANEL M 691. PANEL b 690. PANEL l 691. 691.4 6981 ON -- TO ON 46360 8N 15160 TO eN 15560 ON 3 ,OO To ON 10.60 ON 33660 TO ON -ADO 689.1 ON 20160 TO ON ]1660 BN 960 691. TAKEDA 690.4 690.9 698 689. 688. 689. 688, CHILDCARE 689. 6884 ` "' 696 CENTER 689. 689.) 6984 690.4 689A 690. 689. 688.4 688.4 IIr1I1' IIj�I 690.4 69.9 6969 669.9 687.4 6e). 8.01 689. �1 V BL1 '4 8A1 689.7 B.OI 6�'4 BAI 6869 690.9 �1 68). .4 V 689.4 690.4 4 688'4 V 68)4 V TAKEDA PHARMACEUTICALS V 01 'I 6�.4 4189 688.9 686. I1/689.9 8.011 688.9 841 I16679 - L3. 686 NORTH AMERICA, INC. �.'•.^•rwr..r.awuc.ov _ TL _ _ 686. 6884 _ 6889 V 689. 687.9 688.4 688.4 Y �)A 68)A 6BG4 ..a 686.4 6884 68).4 68).9 607. 6869 68..9 J - -- 6894 6-1 667.9 688.9 68). Q-4 686, 681 683. HINES 686 Jl _ _ _ 607. -6875 4 68).4 687. 6864 686. 6814 1. 8 3 4 6825. 68fl 68). 4 686. 687. 4 4 661 6 1 2 684. 1. B 3 4 �1 SECTION: PETANN6 WaL . PA`EI- M �� SECT ION:rE1ANxr, WAU • PxEL a IS SECTION: rE1ANNO W,uL - PANEL n SEGTION:rErawN. PNEL ] �1 SECTION: rE1.Nra9 WILL - PANEL 9 �1 SECTION: rErawan cuu • PANEL a �� SECTION: rETAN.r, WALL -PANEL I 6CALE• 3l +• . I' -0' BLYE• 1,1• . r -0' 6CJLE� 1)a• . I•-0' 9ndLE. 3)t• . I' -m' eGLE• 31+• . r -m• eCALE• 3/<• . r•m• 604.E• 3la• . r.0• PANEL 26 PANEL xx PN 18 PANEL 1. PYEL 10 P6`EL a PANEL 2 ON +5160 1. ON +6160 ON 13900 TO ON 49160 ON 16s0m TO ON 34160 ON 3N,00 TO ON 33660 ON x5360 TO ON 26160 eN 9x60 TO 9N x6460 ON 100 To ON 900 6922 1%e Htl!ORSON 6 PARTNERS 6912 P-EL 2+ 691. PANEL I6 690. PANEL a 689.7 689.) 689. 691.) ON a5s60 To ON +9160 690.) ON 34260 TO AN 353@9 690.) 6N .W= TO ON ]3960 691 ALVINE ENGINEERING � »e �n�A..•n 690 691. 691 6%7 690.P 6867 69L 691 6912 690.2 6902 690. V3 COMPANIES, LTD. na wlwesu ,� 689.) I I 690 689.) 688.2 690 690. 6 1 6867 b8e NT/ DANIEL WEWBACH 6 PARTNERS, LTD. ` M 69 689 ?L •o _ 6 I}I, 841 801 6o 66g IIJ fl01 /.' 6B),) 8.01 II,1 /I, vruem...cvvamocm.m fi 11 II�yJ11,I I�1 �1 687.70- 1:6- I(1�I VIII 689. 8'1689 V 689 641V 688.7 V 688) �) V 689 600 V Y 689 688.2 6882 i 688.) 687. aAK08ASSOGAS.LI�C. 689 688.7 687.7 68).) 688 687 __ Li9) 6857 ?L 688 mn�ms..un 68). • 687 J 687. 688 68) 1 686. 3 ]. 1 '1, AT SE GT ION: FETANNO WALL - PMEL ]6 �,� SEGT I ON: FETANNGWALL - PANEL n ( SECT ION:IffTANNG uIALL - PAIgL b i,L� SE GT ION: �1Aw W'a WALL -PANEL li SE GT ION: r�TAwux: uw.L - PAVeL im SECT ION: rsuwrta uuLL e �1 SEGT ION: s 1 eoaLE• 3/4• I' <� I' I . III- NeT.H- -L - PANEL x . -0• BCALE• 3 /a' . -m' eCALE. 3la• . I' -0' 6LAlE• 17+' . I'-0' 6CALE� Lt• . I' -m' BC.6LE� !/ +• . Y -0' BCALE� !l+' . r -m• 3/19110 F"y Vm"* 11 Bym„, PANEL xl PANEL M PANF1 9 PANEL b PANEL 11 PANEL l PI L 3 ON -- TO ON 46360 8N 15160 TO eN 15560 ON 3 ,OO To ON 10.60 ON 33660 TO ON -ADO BN 26,60 TO ON 21960 ON 20160 TO ON ]1660 BN 960 TO eN ,060 TAKEDA 692.4 691.4 6% 691.9 690.9 689. CHILDCARE ` "' CENTER 691. 690.9 6964 691. 690. 689. 688.4 691. 690.4 689.9 6969 669.9 686 6e). DEERFIELD ILLINOIS 689.) 689.7 690.9 I,LI 689.9 .4 690.4 689. IIyj1'I 688'4 68)4 TAKEDA PHARMACEUTICALS 6904 01 'I 6�.4 4189 688.9 8.01 I1/689.9 8.011 688.9 841 I16679 - L3. 686 NORTH AMERICA, INC. �.'•.^•rwr..r.awuc.ov 689. 6884 V 689. 688.4 Y �)A 6BG4 ..a 689.) 6894 6-1 667.9 688.9 68). Q-4 686, 681 HINES 686 607. -6875 4 68).4 6864 6814 •avuvoa. n.vc mocm.4m 68fl 68). 4 686. 687. 661 684. FUJIKAWA JOHNSON GOBEL 686 ARCHITECTS, INC. �n SEGTION:rETANNBVULL- PIrELn /.,,, -L -A 23 xu.E. v+• . r -m• LO SECTION:r:FTArm•a,ouu.PUeL9 ecxe, va• . r -m• l� SEGTION:�uwN3cuLL.Pam® \ I'r' / 6caLe, v+• . r -m• 12 SEGTION:r1:TaNTamALL- PAr�LB erxe� vs• . r -m• 8 SEGTION:ra:T.eaaWa.L.P..EL, eclLe. va• . r -m• SEGTION:ra*.T.N . nW.LL- P.rFL3 ec.ua va• . r.m• a 0.�•�• �� 1 "' / ecxE, va• . r.m• `J \/ Htl!ORSON 6 PARTNERS - P-EL 2+ PO L 20 PANEL I6 PANEL O PANEL a PANEL 4 vim ON a5s60 To ON +9160 ON 40.60 TO 5N +2em0 ON 34260 TO AN 353@9 ON 21.00 10 ON 29060 6N .W= TO ON ]3960 ON ,060 TO ON b060 ALVINE ENGINEERING � »e �n�A..•n 691. 691 6%7 690.P 69L 691 691 6 689.) 1 V3 COMPANIES, LTD. na wlwesu ,� I I 690 689.) 690 690. 6 609. 689 6867 b8e NT/ DANIEL WEWBACH 6 PARTNERS, LTD. ` M 69 689 6 I}I, 689. 66g 6B),) vruem...cvvamocm.m ia. Ir1I, ,11688.' I(1�I VIII 689. 8'1689 641V 841V �) V Y i aAK08ASSOGAS.LI�C. 689 6882 __ Li9) mn�ms..un • 687.7 688 68) ' - 688 66)2 68).) 686 6817 TL 4L__ _ 6e7. 666 661 RETAINING WALL , „ L , , , %� VIEW: rE1AP0C WILL / ., ` SE E GT ION: r�,.rm,G WALL SECT ION: �1.NNn W.0 . PANEL r ��E GT ION: r>ETANea, WAU PArEL n %1 SEGT ION: WAU a %1 SEGT I ON: WAU ecaLE. NTS G . PANEL 2m l " Teuie, IT . rsrANrr, . P.�EI- rErAHra, - PANEL + r,,, e�q etas 1)a• . r.m• 1a• . r -m• �/ acILE� 3l1• . r.v euLE� va• . r -m• 6cxe, v+• . r -m• 6caLe� va• . r -m• 1/4'.1'-0• -10.2 I IT r o T Y �1 SITE PLAN COPYRIGHT 2710. FJG DRAWNGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. IML, RR IDGTIUL R SU AND POWUM U[ w m. TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA, INC, LANES _____________ FUJIKAWA JOHNSON GOBEL ARCHffECTS, NC. HALVORSON 8 PARTNERS ALVINE ENGINEERING V7 COMPANIES, LTD. DANIEL WEIN 6PARTNERS, LTD. SAKO d ASSOCIATES. INC KEY PLAN r-�-7L-1.0 � J A M W O v V W " COPYRIGHT ZDIQ FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. I lam. FOR IDIJII= Cr SU NO PACMI T LK If r+ED JEC6 aT+ABnmE i Inertcuar � oarlsraE ern+ NOTE: l\ _ / �\ PLATC4IAD ACAS ARE CONCEPTUAL ONLY. FINAL LAYOUT AND PLANT 5ELECTICN5 TO 5E DETERMINED. /� '/ uu rt¢ACr IYLGC IFtAP•G oIM PwsOloa eaxncIff" r ' PmsDlom A Z I m l mlm PKsmom Q •� = m m _ ":� OKGI7XED fftNNE rAT4 __ ®ESTJIOOI > aNAVn A'J91 — an Rlm ffJOLER \, TAKEDA — — 11M.Mwalm a„ CHILDCARE j EaP"m l,OFMf CENTER DEERFELD ILLINOIS i TAKEDA PHARMACEUTICALS _ EIa6nG tRnc ARLYGIp NORTH AWRICA. INC. I' i I - O w,m MINES•m•_• FUJIKAWA JOHNSON GOBEL 9— CT INC. I 'EIBMK ® p TlI.O! I® CRLb .....�mCH —. G1W141E 1°eA✓MQE • CGICGLOR FW ' • A111�M EF11116 Y Y OVUM d1200CD Q4KnLLG SADLETED !18lN HALVORSON d PARTNERS �..o Oj .�. ALV WE ENGINEERING V3 COMPANIEA LTD. I DANIEL gILBACH 6 P QTNERS, LTD. i SAKO & m� ASSOCLArES. N EAST LANDSCAPE DETAIL PLAN EAST LANDSCAPE PLAN _ IId � J A M W O v V W LOGFTE ALL LIOFRiCIID iTIl1E5 PFAOR 10 DIffAAL iii£ PD ®N i0 BE [MOOED a ARC11D M DtiiE RVT BA1 Y 6NOIM n M CfY.L O10u LEST tIEE PD RQR OAANr! IPTBai TO MBTALIG Rg PRK Oi Al DEAD.00BF (R bJR® RE+ARIaES. Ao b+APE AYE m OFECIFD n M LAIpecArE AFOiIECT. FOR TREES � ro �• cALPER oAO KKJNT. 88101£ ArrRV uTar as -iea a M 01EFA11 eRAroAr� FoR TiEES aFfR �• rJLDEIt oR D• KGNT. RETOVE ♦PFRVaT♦T¢r b430i OF M OvEP.LLL EttAM6El LOUiE TNI R.QE N FiVf BALL AO 6Ei DEE KG1E 6011Yi RIOT ftIRE q WB1 I1TN AY11 aiApE YaiFRR N M PLM11G Ili RIGRDr♦LT, YQE IFEPF< M TRC'F FLAG YNdYJEp IREF F EETRIG CIDW rdORA.7QR IOOLTE AO FENOIE fIK FAT IRI10 RVI RAR AT M QO a M O RLMT iW W. 9rER't•D NArOtOCO mrac A'DLLPEFFOR hR F1CABRICAO -.YDEmLTAPERNE PPE IRNA BLACK FABRIC A1D •PV TOP A-CAEFIAE alM CARED BE 1 WK R GRADE FAR � NOOr 0.Ag CFE TO�rEOOO -A0 WADETE 16PECfYJ1 PIPE TOO S' ADB DRAIYCE 1O0 .- B WE eiA FIa PPE ONT,w BO.OFCASADAaE imNE ro N1toi S' ADS FERORArED ORANATP PPE a PLArtNG NX SEE WfAIL YtAPRD N SOD& PPE TO BE NOTES FORIL'RF N Om ATICN PEfidR•TED O .T FOR A LOON a W WLe AD.IACDII iC ROD" 611E S' P ROW BAL YtY N PEFOYTED 3ECteDO ro AvE DAM. ORAVEl 1R31C11 IRA°FED N RTER FAaRkl PPE COIEGRG 3• - i•IT'® SOL AR110 NaE O FERORAIED 5ECMFA W BE 5CLD - RAOV BAL WIIN ro 50m AO ro GR1F4L NENck _- Skl R OI BALL GN lIE YA= DR rA-rw SaL r -IX• OA 1N9fD GRA4I %1 9-5- CIDUOUS TREE WITH SUB - SURFACE DRAINAGE PLANTING DETAIL ro sTAEL Lo:Arz ALL IAOETrA1asD unrtla rRllDe ro vrrAU iRC Prt IonN ro ce ExtDOm v AFgID M FM1tC li1Ti BALL m BL-11n N M DliAZ BflOLL rz5T IIEE ni FQe DRYS•(i F1RCR TO MT.i.L4p 11C!! F'RK OR ALL CPJO, f>lp?:!!I OR Suq® EFWOCS AO RTIpiD ANT' On- • LEADR.1 LOUrz laoor NAx N R30r DALL AD 501 Tns KIGIIr a0 iRM REa NcA1ee q 0.RlN YtN FNBI onACe. Willi N M RARM tOe M1Gblr, oALe K¢rIG M rICL nYG arRAONIw LIQZ r 2TRro O^GA CORRCTOR TO V4i! AY RIO.E lY! illal AIADW M IWT ILAR Ai M Ero O M IIIJFRWIT roiw. A A• OM PERFORATED PVG MFPEGTKIN PM iRAM4D N FL -FABRIC AO CARED - • BL,AOC PL♦sT1C C01•ER GAP TO W r AeLT£ Ri511 GRADE O- Tlr 9ff AP NAWUCDp ONiC nWl Y 9.1R p! TO P O NE T M � RY! PLANING IIL'C ffE GElETtAL NOTES Fai e'ILTE IKRL11Dl D. LOO PROFILE YR BAIQTS Mr. UN BO-DECi "VLE TWE W NTLm RVr BALL, YYFPED N FAAdP. .� I- SOIL ARANV CAE OF ROT BALL SET ROa BALL a OEJGJ -W OR TA-FED SOIL EVERGREEN TREE PLANTING DETAIL ROT ro SGnE LOCAM ALL oaRAnvD 01II1115 F'ROI }O pGfK 91iE m YIOIN 10 K exTDOID r .K1J0 M DIRK RDOI BALL m 511ON N M OeTLL teal IESi SIwE nr FoR DRAILArE PRBCR TO IgTALLI•e BRn 1'RK ar ALL Ol.1D, eRNtRI at avuaeev tamrFO[a. AD aILAr4 IwK m DoeeRED Br M MLAESCXE A1mDEGT. Louie RWT N.AIe M RWT poll rE 5eI Bwn KIG11r 501NAT Ivor tLA3! q NWN WIIN FNgN GRAO' Wirt! N M ISAtr1i3 roF 1F01O06ILT, aNLE Keene M 0116E PLOL aTRAr.NiBt BwE r 9TTaIE Gca1e rFLCN LMa rcR BwaS M EDDD TO Al eDOEe a RIIIrN6 b2 rt BED LATOJTS COtRACiae ro V41! era RIYM }01! IIIRI Aww 11oDI FLAB AT M I K OF a1'I.AIITIO. sREiDED NAisxocD BAFN ru.GK Y DEP1R Tlrpl ILLCN TOP a AT M R>oI0.AR. PLMFG NOC Rix GA?EPAL roNS Sae ruR . ©wiATNaL LOO PR'ALE YFR BA9@tS OTT, I/11I Bio-DEKitaDaeLE TIrE.roNrLtN r -I _ __ 1'CIe CORYlR Off WM 9881. RQV.E M CLIRAIQ YO LORBI IIPOTa 3 � i :,. l .� 1106 TO bTALATKII - '.;:......... RFOT BALL. YRAPPEO N BIRAP. FL.FEIIY+ nr PEI- TO DE M OB- DE PE]WR eN I M DIO A BDILEWL E Sa ert L oT FoRR sOSa BALL NOME J OT 94aE9 uTlm M o.ERALL cev. SET R30r BALL OK 9*>cCAVATED OR %SHRUB PLANTING DETAIL TAFPeo SOL � ro r.AIE LGLAM ALL YOERfOIO WILMES FFBOR TO OKYAY EXAVAM ENTFE FEFm OAL )GRYOCOYER BED, A10 BAOFIL UN F'LA M M AS OFECFED. BED KEtli q iD EE P ABO.E Fs591 fdMDE AD WI11 ORATED. FLLON LI FOR PERr1Yl BEGS TO ExrDp ro ALL Emo O M BEDS SEE FLAA FOR BED LAIN] SEEP U$T FOt R WP GAPS BETUDI n.Anl! 9u1L BE W GRATER W IK M SPECRED VACM FOR TAT PARIOLAI FLAW. SPACIIG TO BE A5 9S' .CFED M M ft- NE. . PEREm QY BALL BE RICER Yil1 { GRYOCO.ETE SHALL BE PLACED UN MR CENTERS. F M EDGE a BED. URN L1TNGWP 5. ALVAr55TARO BY .$ZL FOLLOX M®EDWL LL'FSOC TOOYOS �r M ®COVER a M BED. USE TRAOLAR (5TAGGE ED)YAOY U6EVETt PO59BJL LEr rua, r �N aFnw PEFBMIALS DO NOT NION _ fAitIOCO1ER BFD9 __ _ _ -= WHIP Im(0' DEr1R 5Fe G@lRIL __ NDrza FgtIY1Q NFOrunOa 0 PERENNIAL AND GROUNDCOVER PLANTING DETAIL nor ro srAu PLANT LIST - N.AIFi R♦1ERA ro ce 91PGTm fRTt rm rut LnRD im TW LET RA RBES ALPNN YiEBE ROlO GRBI NDIIO OiRINr T Ili. BNeKONT O IADDIiKNALwrEs w I RAA AFEr1Aru TiiOial �rr+o-la 9NAL r bw. e•9rcrt rs -P P OL sa SPRAEA ceTIAS0.0 •iaR tali BFOIEA SPrEA r Nr. e.eccNT e SPA.Eow G v SPRAEA JAnl1C.1 LRRE PFBIa50 SnRd r 9D. eNBCDNr o -A- WOG M rEDUT s+Rns OivES IGaL C'Ort O SPACED IG, OG M AR ONA IELAroCARPA E.AIX OMMERtT I GAL Con IV SPAf,ED E' OG m nmLEA pdvDll BRrzRLT ISb•I r Nr. ele.CaO O SPACED COL A NTDRAR£A AFBOfpgC •MNffLLF• AMUEELLE NTORARIrfA T M. B1B.CCNi O SPACED C OG M NCALDQDRSi TART LKNIY R1aT LYflia •LL[A r M. BRYC0N1 1n SPACED B• oc FR RAA AAORAW R W NOSE 1-. BIBSLNr ID Y.A2D N•OL PP sTRld PAULA 1-5 JMSSmax 3 • M. BNBFLOO M (PALED Y.' OG CO IAYE BART. ORHOAi fEAMR REED SPAY I GAL. BtdCdi O YA ®COG U CaOEmTER C FIFRE ¢NIFR]EEFER r N. e100 e 5PA ®P OL GI GaH15'ERCEAA NS PINT pOiCLO T K' 99. B1B�LIr a3 arAClo U• OG m TNAq x IEDIA RATTAN -. Dqm TEY T °p0. BeBCONi O w ceD P OL w vEwAn DortaTYi •FMYICDO vEFHM r Irt. eAS.CLMr e 5PACED All VJ v1elRtn %•m1 JDO ri9aln r NT. BIBOONI S SPACED Q OG VI vIEFaAM iRLCLIrt CCFPACTFT CDYAR WAi$RT1191 11W.. 1516tCNt Im CODE pabiGY. MdIE COT10N NAE WE RAOV TOTAL IADDIiKNALwrEs AC miIBE OAN]pla 1NAfLA• I" -F -ae LRLBE Cdi O -P P OL AF AOgLEd MLLEPOLUI'9TTERRE' -!GAL 91TEAIE TIRial IGAL COMr O SPA.Eow G AN ASTLVE rde GRA.FLAFAT 1ANE 01UALAro' ASTLBE I GAL COM -A- WOG M ANfIliYID CEIETQYI OivES IGaL C'Ort O SPACED IG, OG AS ALLEN 9000L?RASft PaE5CA1E' FCREYAIE CHW 5 I GAL Con O SPAf,ED E' OG AT AsQEr/Y 11ffR36A SME3iLr 3EED I GAL CO", O SPACED COL CB CA. AYrR m A' KORAI RAWER RID GPAa! I - dxONr O SPACED C OG u rnrfa•95' -En1a5 III.L' A'IRD TILL CANS I GAL GBA:ONI O SPACED B• oc IX CKAICAEAT`S -P .m. RATKII RICO Olt♦Y I- CdT O Y.A2D N•OL OR CASRIGA R [ILACIC 6NAIEROa I G4 fdl O (PALED Y.' OG CO AeLYa'xrtp C r� rtFOJA M ACIA ORHOAi fEAMR REED SPAY I GAL. BtdCdi O YA ®COG EF EOONmA ICRRIAB vAR L0.ORAllp FIFRE ¢NIFR]EEFER t• FDI CaO O 5PA ®P OL Er ICNNAGeA FV!'YQ• F1IRe COOLOPJe I Oµ COrt O arAClo U• OG Ai 'Es- r+ ArA ELLWI Ell! IEaOE GA_ Cart O w ceD P OL FN F BA IRO• -I I O 5PACED All la 16AL cK Eff SPACED Q OG e K N TA FROICE5 1a1TIFW FRWM!IWLLTANS N TA I Gx DOW SPACED Ifs NOSTa u-i TIARA' G I- TIARA FIOSIA I GK CPR O sr L o b OG w IA3'FA'CJN1A PYOW tE' PATOON IE DATLLT I GAL COO O 5P•CED C OG HD Nrarrnb CRYNYq wwor, I GAL Cart O w- b at Ili N TA R)TA 5TADA®' IprAL 5TAIDAO NOSTA I GAL CCM O YKEp 31 OG Fe I08tl 15 I.ITELLA OE Qa STU" DE OO DATLLT R GK CPS O SPACED C OL T co. O SPACED e' OL LG LTCd1A01102R400[5 OP0.'!•CIX LODYSTF9E 1 G.AI rdi O w- b OL V LIATR5 -A x000.D' IFL)>0.D GdrfEARA]I I OK CO0 O 5r- b OL M MAl10CIiIRd OTCDDIIALIa OMYaK I GAL dtxdr O s• YACLD = m 1'r L1 C•ERLEA VAFB GATA' v♦RGATED G:RE T10.'RTSAR I GAL BABACGM O ACED O. OG • D GN C IE rBIM1N SPP COrYN MI1I I car, 9'A® R 0 0 PA o r A o ADMICE2 IA O P• PBIREIVI s13R'ELN fxuAS FOJR•N (gAS3 I4AL. elBtaer O vP COL ry rauon rinGAtDi teaaiRALepol RED aArcN GRAx I GAL. B.e.ealr o PAGED Rr oL TEGJA NRMAIA I GAL CdT O ACED C OG v •AI11OT1 AOr' O nIG3•N I tort e• O SD SALVU OFFKNAIp 6AROB1 SAC! R GAL CO1R. O SPACED P OL nRAA sPP. GATLFM iNTI! I4•L Cart O iPACED b OL KI F+IGA HIILR DAR! EL E' DA PEfORSCE A' Pa Cdr WADED D• OG w IOANA Yl MIAOBI v AM I COM O YALED P OG GENERAL NOTES l ALL OFFFEIaq AR TO ff VERFlED N M AID BT M COKIRICTat z b'E0E5 Aro 5@a o PLA1rtS LgIED n M FLAT L51. AR SEEGr ro IVALAELIR AT IK O NSTALLArIDI r 902511101" AR W- !SART. M fdRW.T03 BIALL 9.901 ALL R!OlSIS TOM L-A105CAR AR]G!R FCR aPProvAL 1 M1AFr OIA+IRO Bl'11N p NE dGFrGS AD M M FLAIIT L.T. ARE FaI Cd.01>r2 pILT. M F1rtdI0 M1•N!5 blpN'11'EO[C! ILL OfANRtlS FwSND®. n q M CGNTRADraIa RbYreeuR ro rperr YL o1AFlrtea reel d M oRAF•EUa Al0 NOIR M LAOYAR AFRWtBOt O AMT DgOlS•ANUeS 1'llxxl IO bIY11ROi M GOARACTae q IEYOpOLE FOIL IOT.LLLNG ♦LL FL.NIfIA1s aNOW a M DIYAFRA. A. -11OFFiADUO mm AR TO lE LOCALED PACK M DICIfY --s- 5 CdORK'iOR STALL TVQ ALL PR:CANIM io PROVER EMINO 0. T3 LEON r0 PAVED IFEAS tO FE3fY/ AIT DANAE TO RISE YEAS 9114LL BE REPAIRED OR RRI® W M CdfFACTCR At MR EWDOE DAMAGED LAIW ARM ARE TO R RGPAOED YO RSTOED 0111 SW. S. T P 91ALL BE FVMF- FRIABLE S LOAN OR LOAi TCF.OI WIFFIBED OF 3R -SR SIT. I01- SOS sAo AO "'X QdI.M LEVEL SHALL BE RiIEEI SO AO U ATO M TOPSOIL 9NALL RAVE AI OfGAIIC tNiIER COOFNT O BETWEEN T AFO A, TOPSOIL 9i1L1 BE 'B" a SEEDS STCKS. LAKE LOPS, ROOM STIW. LEAVES AO DEBRIS, AO 9YLL IOr Be DE JYEFED IIALE N A FROITaA OR nWY Caartlx P,-,m " TEST FOR AFPRNAL BT LAIOSCAM -IIECI rROR ID IBE ON &a T M r1Ni OR 54ALL AYE A ILNnN a FGE TEAPB E� UTI F'IEI.EGD a lNA iTPE YO b1£ S. EACMLL Mx POt PLAWWA WALL BE m FOIJ.0 d DEWS AO YAESb lOi ia1Q N CDA!!E SAO � M PK FIE] PEl01QY& 501 TOPSOIL E91 COAFM SAO 351 PIE FK5 1 ALL RAfIG I-EA BCALL BE TNDfNGAIT M310 aaBDe m NE S<A11rIG M. 1 FLFttNS • L OlT BE NSTAL3ID YMI M I-0 DATE& OEDw1Glq is.. AND bwE6 aF'IR I ilIG1CN OECBlOI l E•.ERlImF iTEES YO 9tA1E& APRIL 111N NOVBLER I F£RNiALb rur, I 111 OCTOBER B b. tAARL Mla Sae TRIBES Ara 9.108 91ALL BE RELY 9R130ED. PF63e11 NAFplow OdRC nLd. REE a iota. tea.ES oR onER I3EBR5 ILfiC INaa [NAL NO COOAN aNT IDao AIO BALL nrn BE •RtF0.1LLT f2l0IED I PNE RES FIMLL t£ MV G-i PIE 6- FLEA a FNAL Ar�PrArN� YiL ce GNgN er Lroer�PE'♦RxrzR oNZ M aEEDED YEY AR NL vYBIE Ao NEE a BArE 6100 Ar0 M LAW 11♦s eEDN tOW TRL£ 4 SOD SIY11 m QLY<ED m COUFED SCD•F SOD SEED Nx 944.1. BE CaR1FD a A 51E0 a rREIO lafslQT al.W.GRAft YD USW 91ALL BE wTNE W LOCALIR a WR' RFEERF LR FAO r/ELN AO LEU FOOTED. SBD rAaN a 5OI NW N CR GAW-MITER 9KN At PEAT 16L 1Dr BE ACCEPIABIE WO BIALL BE N 5rz . DELROED, AO WALLED UNN A PERIOD a % NOR9 N. FNAL ACMnAN-E WILL BE C;r dT LA ]CAPE AFOOER 01 SCD Nm FRET FOOTED N M GR]1D AO HAS BEEN NQn 1YCE. LIEN NAT BE Ral, -15LE AD FREE a BYE 9Dq e. ALL BIDS EDOES to ce ulLL 9wED YaClCNi• exq r oenR roRt� n LKS Qe C3RK0 Y bNC11M d M ORiISLY. 1a. F'IRTID! FVB11M atANA(fE 0.06 DO NpT COITIUCT M ANAL OR QOKElD auwApe Nlab rArtBlNa IFOrrr LADYX! AiD1rzR a DItANAGe rd21Ra M1 IFRT . AE- EIERprt FOR G/MSST AD eRO.OLer Ilms TO ALL b.,n IEDs YO TFEL fbCA DO Ma AFRT PR- BBCBFt t0 ®F a fR]IOCOhR QR ARYALs Iw rzaT tna nN AIO I•LAR isEDS nDle rFixER DRNYGG Ri nr YTN tr ar WTBa r M 41bt Y!lQ OR?a t' N A 3A111a M DRYIADe p SIFICOIt. roTR M Anolrzcr a Ixwlrcc rcFAaFe IreaATFtr. R ALL PLAR MATERIAL MALL BE FFEBLT DOG RCOOIERI LLROA NRIERT rfiDEM NAIBIAL NAT 15 KALW I YWRA a 9-ECM QIAL". AW TRIE TO SPECES ra I`LIRtT NA1BlAL 511A1 K 910lR ro FAPERICM er M LIFOSGAPE a1aD1ilCi AT MR M1A4 a ONlFUi1N ra I1w vELNUr, FGR R110rFR ro rR5lR bSCFGAiIDp X XL PLAO MIERAL 91AL BE OYRACIEiD FGR A PERIOD a C E -TEAR Fraii M DATE OF FIIAL ACCMR FNAL ICCEMAEE 9YLL BE G AT M CaPLETEN a ALL F I LET I1ETp M 0W RAMOR IB.L tY M ALL LA DSDA PE INBL FNAL ACCEInALY. IGIAI- I`K CWEEDM OAMOM EOCJ AO NW1Ka TL M GDORACtM BELL 6 A IIP tTEN FEOE57 FOE NSFERON OF PIA IS V01 SA STANTIAL =PKETICK M FF.OEST SLA11 BE BE9MW AT LEmT IDl DAYS a M AOOPATED RvIBI IFCN r@'F "M LSOYNE AFR31W BULL A ARE A FVIOI LBl O' MarYONC OR WAC ARE MM AMR M n" Ar£ H SAT ACaRlT COFLEIED, M LAMCA°E AR30ECT WILL 3ECOrF00 AOCEPTAICE a PAROI' L03 L9d10B AE 10 OR ExuvA}ED TO A DEPIY OF ND LF9S TYN L IOE9 A1E BApOiLED YTY KPlgL mri ALL Pr KM La e.VOS 10 A A I1W i�rt ABpfi iQ° a QJi9 - COPYRIGHT DIIO. FIG ORAWNGS MAY NOT BE REPRODUCED WITHOUT PERMISSON. ali FOR LOA101 a STE NO PROPER" LIE YL O'4 ORAL TAKEDA CHILDCARE CENTER OEERFELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA INC, HNES FUJIKAWA JOHNSON GOBEL ARCHITECTS, NC. HALVORSON & PARTNERS ALVINE ENGNEERNG V3 COMPANIES, LTD. DANE -WgN^CH�PARTNFA9, LTD. SAKE) P °T � y� °C. NOTES & DETAILS = -- I -L -4.0 10 r v Eis V_ 1F 1 _ • ^ -.i, �� �r. -' 1�r1. •� � ••• .Y..' �. .Cyr> •�- .. 'F` -i��� �»""CCC.""'.LGG ".Y;�� �` n w 1 .l � ter_:- � ' � J `SG• _� fib._ #., � J�{y5 _t r'� y, 't I .�' - ���~'A v►�. L �.1� i � �MR.C�:: ...� I °. mss' 7i ao�: P- - Y: _: rx,,Cdd' S-?i• J'�''• �'^�'�' . 1 ° �r +fy^ yr` �' .OF"7•" ��y/y� r "�'�•►ti, a g'vJ•{` _ ;.. �~ •� � � `.Y:J � � �" ,f, .�'.', .," y'tR.,,�• ': �.� _'. ;.n �.. y'4� $ .'7., +, , .'• ' - .. ,s •`.A,'.tipr :'- .�K''t�`'t -.p• (t( T i' �` � -� ` r,. fir i - �.�,r�� ��r��`�si• °,� �y'3�. {e`�- 4 CC s' 'n. tYYfRS ��• � Y 4_ 1� }• ¢ q ar j { 7• I E w' yr. � ' � +;. r nu ���. > � v �'�1` 'L�.' ;_ � f,'�`i • J It '. .` `;,�" - - :}„L ,� r -i• ... ''c r. tl� ' S,,. r< o�; l �,;y ff � � rr _ _ �.,. • � jt.i.Ce {� 9 f� '- r ^�YYl .! f r�` . tiJ� ' `�;;.v. A.��*•'r 'C. ��.1 � ��` {.'� ,'£ ° -i►. tY. ;,...s w: ! `4 r^ r 'r, r/• ,t,'��>?'!iry,•:. ..7�° yy,: �x�r� i' 1� Y T � R•;� R ��• • E aad ,Y{'` !, wr�E'a' �rr r ar 1IA,Y• ��'YC�.': ' �� `� i �•...,!f.1 .�� ;.i, •�•�`, .r •; -1� y(''id �9 �'3:,. ''s���,..G•'S: ;s���. �� '�.at .,�.�Y _Yr. } r �' � �' c � n's!'4:L.i_ �. � ``°_�'�.. -:"' �. ..r%rfL�c�. '!' � .� :... ,:. .. - 's•e..... _ • • • • • on was •tip Tµt t., �r -. _ T-R 'y' '�•r _ t �+= �t -=�. <'7..? .-• -� ��3n�"i � � �l�.y k�e �• �.�'y �' �,,� ... u ,....t ,e.. 'A��%. *fir r=i • .%'eJEi�7.d`f�'�,�.s:tn t it 1d•G .7s...J... -k: r.e+ t .r. .r t. •� • a s-Y`a . +it ��i'• u; 4• . r tr "� ,-�' a y�vC•.- tr• ryy'rt!! +�.•�: t p!y,.�'4.�•4� ,�. 'i••; r-X :� y`c „4 ' +ia .��,�7r -��[ �. /'{ 4�1•.�a' y�.�. .ar;t . •i: ! 'l7� ,ala - ,��!�7 �`t 1�?'�'1�t��` "�� �Y tij• _A !r°.� �Ar •t .l • _ .' /, � rr �'� �. µ"^i'�� � • `d �ti -/. .r�!f•.. /y"�•1'��!��� � F, }.'�a . cam. !�' _ ,!- �: • r�%•, ate` cv a gyp' r. ••�(9 • �' 1�f5`� �' • . •' r ='.ti, . .'s✓./rJ':i"" /,!T� ► �. 4 k - Y3+ . r�,: °a °iGia�..J -L� �•_►y :. "1 •��. 't: LSF '�.�•� V1► '4'L',.17•ry .. .4•./ IV, FTJ.. ?�`e. 'lr; Sri s n, ; ' ' {4� ' :c� I ; ! f0L aari° '.�1' -`-: _ . _'''1 � ��_i,71sR.�i: .Y rf".•r�` '��'►i}1_�.” ... �91�•Y�.: •r. '•''�rf. \� A..ii:i �t. _ 5m '^ 7t<: • "` _ + lJe 2 tad. - rt�f•" ?r g y z cN 1. S if 'fr . i� jT J 9p I. -tii- ««CCI��.t w • .�?�'� �r ' r'Ij'i ,.l ��'�, .>1!M �e'.4�.S��y9fi.�f•!}k•." Nl—`� ,� M. ^°: -'..a I -,tell Ak-1 141 t At Ago- CO .41 0 011 vv A? Ai Z.44 nlin Mi LIATRIS MINT . . . . . . . .... plf'or'O"t" — 1 s ii� , N tr win, I0. "V\N I tu KV �l f 714 AR- W Ttt 11;l WF_ r- VAN gl;W, NOTE: PLAYGROUND AREAS AIE CONCEPTUAL ONLY. FINAL LAYOUT AND PLANT SELECTIONS TO BE OETERIINEO. %11RRIGATiON PLAN QiTt 1" - 2Td COPYRIGHT 8174 FIG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERAdSSIOK WE rTn LWAIM S STE AM PO EM UE SR DTC 01A —M IF7aGATION NOTES L A rLAsm tlRLH<TC. t .Ar rr Amo pdXJi mmri 3111 L m PW.Om Fat ALL LNOYAFEl— LAW NEY NTHN TIE FLAT AIE TO r>E ON 3EPARAre lLKe FFFT LA011 CFEtl art3OF 6 fW iLAFLA rTAanlo. L AWmE ROTIRT Aro iYT FGP�P [fRATEAD. Y APFwP�.Are FOR Ti PARTKYAR HS YO Y4tFE OF LAW -- WAD TO WAD sao+; T W W buu tE ro wr<s+eF�Mr w ravos at ecaewxs > HtOVTOE mTEp CO3ECtKR 9.i061Lm PFErtJtilR aro [R.GATCN COtiR<AtER N3Q£ T W eLIDFYa l 9S EDATR FI+F'. IRaFE0. t01'TOVO[ 3. (!T1 Aro M PN Ai 3 FIOVTOE fLEENG Y WO:63ARi OD iccTawre tLQ'VE NST.VIATCN tAM f W 1p6iK f1NIRALTLA ID ELMNATE NIVE DM1KE TO NSIILIFD A. ALL G3dbA EWFMW SAAL BE BT TOW. RAFt3Tm. fil-" OR L TW ER\'aAT01 CCKMACTM 94Y 9897 SHOP ORN 51WRY TW MS 6 TE STSIEtt NDICATm LAT aT. m1ER CDtELTOL WAD. VALVE; F¢N COITYALER OI1ER FBATEO EOMF Xl YO TIE YSOpAMD ELECTRCAL OMCftIt6 FOR AFiiWK PRDR TO C TRCTDL P.WiOF CATA O C FOR ALL ORC LNE EGUV E FOR A AL . FF47AX AN YIOfLTIC RAN SWT- S . PR7rltre A OR]C COVLER N OR ADAtCEttt TO EACH VALW 50K A0 AT NIERVK3 K 111 NAN Y A F..9n O t 6 ALL NW RANTS.OFT Y O"TM ON TW PLANS A Tf.9P1 OF I OACK COFLERS PER fpICEO FLATCA'tol0 AFE4 N. TW RFSCrllO1 COrtRACTOt SHILL W WW OeMU FOR QL1NCs OV TIE 3731111 ITT ARC 1 N IW FALL FOLLONf WtALLLATg AW TDi1FC OI TIE STSIFH N TE F0U-p SRRC E TW ENTItE RRG - 373TEN 9 EE OLtRITT1EED pT THE CL.MRACFCR Y To mTERAL Ito 00R—w. FcLoK 3ETruN OF SAO6LLED AREAS m C FOR A FFT30D O OE TEAR FQ1OWi TE DALE O FNK AKEPTAtCE O TE Y O. ALL ] .MILL tE N ACl N LOCK 1 AUTY STMONOS CCOES Aro OWtu & \\ LA- IFFY TD tE ¢i3frLTm eaa. �A.o-wunrs. TAKEDA CHILDCARE .YAM} LNL3E CENTER DEERFIELD. ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERM.n. P C. H14ES FUJIKAWA JOHNSON GOBEL ARCHRECT!! WC. HALVORSON 8 PARTNERS ALVINE ENGPlE IG V7 COMPANIES. LTD. DANIEL` WBAg H.&P TNERS. LTD. SAKO d ASSOCNTES, INC. IRRIGATION PLAN -L -5.0 O Vim\ V_ V v O (� O V SITE PLAN - LICsI -ITMG _� Lf.4l. r .LIT se.La 1?. -ar COPYRIGHT 201q FJG ONAVANGS MAY NOT BE REPRODUCED WTTH PERMISSION. PROGRESS PRINT .mrocmrora wn�.iK1w 0Y17�ZDI0 Wh�AfD TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS VIC a W ` d 400 I O TAKEDA PHARMACEUTICALS NORTH AMERICA. INC. MINES FUJIKAWA JOHNSON GOBEL ARCHITECTS. IN NALVORSON8 PARTNERS ALVINE ENGMEERING •.mmo mi i vlw yaltl Yy b Y aryl M° — •••••� II.sRair � �� s uYm ° V3 COMPANIES. LTD. ror .Ylw I..Hs r 1iYi. Ferry i .s.o..._.®e. -n Afw Ya s.va NOTE. . m O1 Ra�R UsY u O�B06 r DAMEL WEINBACH a PARTNERS. LTD. rr wsmb w..+, r as y r .r mrlsm a w rd m wrlw m IwN ......... -.�� dvsm .qia b �.A.. r.mew r am..r .a a il.b.e ro r.. et SAKO 8 ASSOCIATES, INC. !b Im IASR' R �EOR 101WGYO10 —.naor, u.se.eo..� A l v i n e SITE PLAN - LIGHTING Engineering I- °20-4r VIC a W ` d 400 I O --------- - — ---------------- - --------- ----- ----------- 517E PLAN - �PIIOTQ�METRICS COPYRIGHT 20'0' FJG DRAW WGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. PROGRESS PRINT CM71MIO —I, TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA, INC- H -S FUJIKAWA JOHNSON GOBE ARCMffEc S INC. Engineering I- - 2- -1.2 �a 11 **3 '*j 60 O O Ht=N I P=S AL: 11E ENGWEERMG _ V3COMP=,LTD. NOTE, DANIEL WEINBACH & PARTNERS, LTD. SAKO & ASSOCIATES. INC. til) W7 FAUMCAW IWIII 10 VVW�IM M CLEA"a M = Rom no gwuwa SITE PLAN - 111 n e PHOTOMETRICS Engineering I- - 2- -1.2 �a 11 **3 '*j 60 O O submliting y: Agen�'- " -- - Desc6ptlon: AS1 150M SR4SC 277 SCWA SPA DNA LPI Type: M�: 1:•�. Pro)ect: TPNA Deerfield Bldg 3 - Revised !� M � ° -. � KSA� LIg}itirlg'LLC )'totes: EX 6 e: 630 - 307- 6955 ®® L,rAM®V,A L,AGAIr,IVAGe Catalog Number Notes Type FEATURES & SPECIFICATIONS INTENDED USE — Streets, walkways, parking lots and surrounding areas. //�� CONSTRUCTION — Rugged, die -cast single -piece aluminum housing with R , Jr. nominal wall thickness of 18 -. Die -test door frame has impact - resistant tempered, glass lens (3/16' thick). Door frame is lully gasksted with one- piece tubular silicone. US. Patent No. 0447,590. Canada Patent No. 94324. Architectural Ares & Roadway Luminaires FINISH — Standard finish is dark bronze polyester powder finish. Additional AS1 architectural are available; sea wvvw.lithonia.com / archcolors. OPTICAL SYSTEM — Anodized segmented reflectors for superior uniformity and control. Reflectors attach with tool -less fasteners and are rotatable and interchangeable. Four full cutoff distributions available: Type 11 (roadway,, Type III (asymmetric), Type IV (forward throw) and Type V (symmetric square). ELECTRICAL SYSTEM — Ballast High reactance, high power factor lot 50- 150W. Constant wattage autotransformer for 175W. Metal halide 15OW and METAL HALIDE: 5OW -15OW below are standard with pulse -start ignitor technology. Ballasts are cop- ,HIGH PRESSURE SODIUM: 35W -150W per -wound and 100% factory - tested. All ballasts are mounted on a remov- 10' to 20' Mounting able power tray with tool -less latch and have positive locking disconnect Specifications plugs. EPA: 0.7 fit Socket: Porcelain, horizontally-mounted medium base socket with copper Length: 22.2 (56.4) alloy, nickel - plated screw shell and center contact. Width: 13.0 (33.0) T INSTALLATION — Integral arm for pole or wall mounting. Optional Depth: 6.3 115.9) H mountings available. 'Weight 25.9 Ins 111.6 kg) 1 LISTING — UL Listed (standard). CSA Certified (see Options). UL listed for 25'C 'Weight as cotfrgtrred in L ambient and wet locations. IP65 Rated. ..ample below. NOTE: Specifications subject to change without notice. All dimensions are inches (cen6m61816) unless otherwise specified. ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: AS1 175M SR3TB SPA LPI Series Wallapa Vottega Mounting eellaat Options Perish" Lamp's ASl Metal halide 120 SPA Square pole (blank) Magnetic Shooed .stalled in tirtnre (blank) Dark LPI Lamp r 208' mounting ballast Sr Is 7. bronze in- 7DM' 240' RPA Round pole CWI Constant OF Owble lase 208,240.4801rt OBI Black .hated 100M mounting wattage a OGC Charcoal LAP Less 277 isol.od EC Emergency circtie. lam 150M NBA wall bracket lup or grey P 347 down)' PER NEMA twist -lock receptacle 175M' 180r a only (no pholoconttol) DMB Medium Ifla ���a� ASKMAI Most arm adapter - bronze "— TB' OCASI Decorative curved SCWA Super CW FIRS Ouartr oe 'hie sJ;IF2. S ONA Natural sodium 7305WZ' arm. square Polo only pulse Stan Nwseslde shield (SR2. sIU) aluml- s OCASIR Decorative curved ballast LSA Listed and labeled to num SOS arm, found pale only' NOTE: SCWA ballast muss cmnpty with Canadian OWN While 70S - be s.I..I,d to comply standards OR Corrosion loos with California Title 20 NOM NOMCenilied - sssisonca 1505 metal halide regulations. Shipped seoaratelvis SCWA also may be PEI NEMAlwist -lock PE020,208. required to meet other 24ov1 Oisuibutio. stater tegulalions. Consult local authorities. PE3 NEMA twist -lock PE 1347V) SR2 Segmented type ll roadway PET NE SR3 Segmented type III asymmetric MA twist-lock PE (480V) CR4SC Segmented limit IV forward PET NFMAtw m alloc1 PE (?7?V) ABLUM throw, sharp cutoff SR5S Segmented type V square NOtES: 1 Not evaaabl. with 480V. z Not available with SCWA 3 120V only. 4 Must specify CWI Im use in Canada. Not —il.bla wish 1515. S Optional mufti -Up bilker (ITO. 706. 2M 277V) (120, M. 347V in Canada. 6 Consul) factory lot evadable wattages. 7 Mounted is lenwp orientation, lislure is damp location lislad. a Shi0Dee sepautely. S SF, OF, EC or ORS options .-.1 be ordered together. 10 Mecum. dowinc. wanag. lamp irac ludad. 11 May be ordered es an accessary. 12 Additional architrctwal calms available, see wvwr.limopia, somluch,olit- 15 Must be specified. Outdoor Note Amiss" has a "quo drilling mmpl.ls that rrQuiro an Aera dd6ng panon to be specified when ordering Poll- See eaemple below. E.ampla: SSA 204C 1111111143 0108 And, 0611' P Item OMISAS 1 at 90 degrees OM21AS 2 at ISO degree. OM21AS 2 at fro degrees OM39AS 3 at SD degrees OMOAS 4 at SD degrees OM32AS 3 of 120 degrees bound poles amyl W Vandal guard SC Shorting cap NIGHTTIME FRIENDLY Canislerd w;Qr LEED' goals a Green Globes` crania for light pollution reductr n Accessories: Tenon Mounting $6pfiner Order a .operate tolydog .ember. Most be used with round Volt mounting IRPA). Number of fixtures Tenon 0.0. One Two0180' Two090' Three ®120' Three090' Faur®90' 2 -Yr AST70.190 AST20.29D AST20.29D AST70.32D AST20.390 AST20490 ?•7/6' AST2S. 19D AST25.210 AST2529D AS125.320 AS175 -390 AS725490 4' W35-19D AST35.280 AST35.29D AST35.320 AST35.M AST35 -490 ASIVG Vandal guard Sheet #: AS1 -M -S AL -100 mac. 6 San I `� SubrnitUng Agency: M KSA Lighting LLC e: 630- 307- 6955 Description: [EX 277 SCWA SPA DNA LPI Type: Project: TPNA Deerfield Bldg.3 ,fieXisgd Notes: I AS1 Metal Halide, High Pressure Sodium Area Lighting Coefficient of Utilization Inillal Footcandles ASi 175M SR2 TEST NO. LTLiDDSS AS1 i7SMS 3 TEST NO: LTLIOD87 ASI i SOS SR3 TEST NO: LTLI0091 an 4 ti \� \ ■■ ■ ■■ :tile_. \ ■■ .�L . ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■■ 115 150vu---saw ASI 1175M SR4SC TEST OR,: LTLI1163 ASI 175M SRSS TEST NO: LTL 1DW9 ASI a •: of A- �j' ■ ■ ■■ as �% ■ ■ ■■ rr ■ ■ ■■ NOTES: I Photometric data lot orher distributions can be accessed from the Eithonia fighting web site (- Jhhonia.com). 7 For electrical characteristics consult technical data lob. 3 Tested to current IESHA and HEMA standards under stabilized laboratory conditions. Various operating factors can cause dinerences between laboratory and actual field maasumments. Dimensions and specifications are based on the most current data and are subject to change. f® LInvaivIA L/GHT /MG° An -Mculty &ands Company Sheet #: ASt -M -S 07007 Acuity Brands Lighting, Inc.. Bev. 8 /17/08 Mounting Halghl Correction Factor IMuhrply the lc level by the correction factor) 10h a 15 K = 1.78 30 h. = 0.01 Edadng Mounting Hclgh" = C—e Lion Factor Nw Montuing Height Lithonia Lighting Outdoor Ona Uthonia Way, Conyers, GA 30017 Phone: 770- 977.9000 far 770- 918.1709 w Jilhonia.com °I Submitting Agency; - - -- -- —' -' Description: SSS 25 4C DM19AS DNA II:..'�-,� -,-.- KSA Lighting LLC Notes: TPNA;Dlberfield Bldg 3 - Revised e: 63D- 307- 6955 ®® L/if/®Nm L /G "7zmG'= FEATURES & SPECIFICATIONS CONSTRUCTION Weldable - grade, hot - rolled, commercial- quality carbon steel tubing with a minimum yield of 55,000 psi 111 - gauge). 50,000 psi (7- gauge). Uniform wall thickness of .125' or .188'. Shahs are one -piece with a longitudinal electric resistance weld. Uniformly square in cross-section with Rat sides, small corner radii and excellent torsion. Available shaft widths are 4, 5' and G. Anchor base is fabricated from hot - rolled carbon steel plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base is provided with slatted holes. Base raver is finished to match pole. A handhole having nominal dimensions of 3' x 5- tot all shafts. Included is a cover with attachment screws. Top cap provided with all drip -mount poles. Fasteners are high - strength galvanized zinc - plated or stainless steel. ' FINISH — Dark bronze (DDB) polyester powder standard. Other archhec- tural colors available. See www.lithonia.com/archcolors. GROUNDING — A nut holder located immediately inside the handhole rim is provided (ground bait and nut provided by others). ANCHOR BOLTS — Top portion of anchor boll is galvanized per ASTM A -153. Made of steel rod having a minimum yield strength of 55,000 psi. Type. -- .... EX1 Catalog Number Notes Type ' Anchor Base Poles SSS SQUARE STRAIGHT STEEL ORDERING INFORMATION Lead times will vary depending On options selected. Consult with your sales representative. Example: SSS 20 5C DIA 19 DDB SSS Options Shaft type Nominal shaft SSS length PT Open top 10- 39fea1 DVM While (se- back page.) Nominal shaft base site/ wall thickness (Ste beck page.) NOTES: I When ordering tenon mounting and draf mounting lot the some pole, forlowthis example: OM28/T20. The combination requires a extra handhole. 2 The drilling lemplale to be used for a particular luminalre depends on the fuminaue that is used. Refer to the Technical Data Section of the Outdoor Binds, nor Drilling Templates. 3 Insert 'I -or'2- to designate fixture site; eg. DMISAS72. 4 Specify location and orientation when ordering option. For IL Y: Specify the height in feel above base of pole. Example. Sh . S and 20rr . 20 For 2.d Y: Specify orientation from handhole 1A.B,C,D) Rare, to the Handhgle Orientation diagram on this page. 5 Horizontal arm is IB' x 2 -3/B' D.O. tenon standard. 6 Combination of tenon -lop and drill mount requires extra handhole. 7 Additional colors available; set www.6thonia.comlarchcolors. Powder finish standard. Outdoor Mounting' Options Finish' Tenon MounBno Shioxd installed DDS Dark b'on'e PT Open top UAB Less anchor bolls DVM While T20 2.3/6'O.D.(2'NPS) VD Vibration damper WL Black T25 2.7/11_O.D.12 -IJ2- TP 7amper proof OMe Medium Monte NPSI K. Horizontal arm bracket DNA Natural aluminum T30 3.1/2- O.O.t7NPS) 0 futoler, GALV Galvanized With 13S 4-O.D.13- 1/2'NPS) FTen Festoon must less Drip Mpuntinal electrical' DM 19 1 at 90' FGUat Festoon 61`1 outlet less DaA28 tat 060, electrical, 12CPxx 1R' coupling' OM26PL 2 at 160' with one 34CPxx 314- side plugged cpuong4 OM29 2 at 90' ICPU 1' coupling' ONIM 3 at 90' 12NPxx I/7- threaded nipple' DM49 4 at 90' 34NPxx 3/4- threaded nipple' AERISrOMERODrill Mounting' INPxx I' threaded ripple' DM19AS tat 90' Hlha Extra handhola's 01,e28AS 2 at 160' DM29AS 2 at 90' OM39AS 3 a( 90' ou"AS 4.190' HANDHOLE ORIENTATION AERtS Suspend Orin Mouotinoza C OMISAST_ 1 41 90* OM28A5T_ 2 at 180' OM29AS7_ 2 a1 90' OM39AST_ 3 .190* DB . OM49AST_ 4 &1 90' 0MERO Suspend 9101 Mounlind_3 OMI9MRT_ I at 90' - -- -- oNRBMRt_ i at 160' A DM29MRT_ 2 at 90' Handhole DM"MRT_ 38190' OM49MRT_ 4 &190' Sheet 0: Pole -SSS PL -320 SubmlrtingAgency: Description: SSS 25 4C DM19AS DNA - Type: -tom -KSA Lighting LLC N test TPNA Deerfield Bldg 3 - Revised _ - , . EX1 x:630.3D7 -6955 SSS Square Straight Steel Poles TECHNICAL INFORMATION Base Circle Projection Square Boll EPA Ih') with 13 gust Sae A 8 Catalog Number Nominal shah len th(leet) Pole Shall Size(inxinxlt) Wall Thickness finches) Gauge 80 mph Max. weight 90 mph Max weigh 100 mph Max. eight Bolt Circle (inches) BoflSize (in.xin.xin.) Approximate ship weight [pounds) SSS 10 4C 10 4.0 x 10.0 0.125 11 30.6 765 23.8 595 18.9 473 8 - -9 1 3/4 x 18 x 3 75 SSS 1Z 4C 12 4.0x11.0 0.125 11 24.4 610 18.8 470 1 8 - -9 3/4x18x3 90 SSS 14 4C 14 4.0 x 14.0 0.125 11 19.9 498 15.1 378 8 - -9 314 x 18 x 3 100 SSS 16 4C 16 4.0 x 16.0 0.125 11 15.9 398 11,8 295 8 - -9 3/4 x 18 x 3 115 SSS 18 4C 18 4.0 x 16.0 0.125 11 12.6 315 9.2 230 8 - -9 314x 18 x 3 125 SSS 20 4C 20 4.0 x 20.0 0.125 11 9.8 1 240 6.7 167 4.5 150 8 - -9 314 x 18 x 3 140 SSS 20 4G 20 4.0 x 20.0 0.188 1 7 16.5 415 12.25 310 9.3 240 8 - -9 314 x 30 x 3 198 SSS 20 5C 20 5.0 x 20.0 0.125 11 17.7 443 127 343 9.4 235 10 - -12 1 x 36 x 4 185 SSS 20 513 20 5.0 x 20.D 0.188 7 28.1 703 21.4 535 16.2 1 405 10 - -12 1 x 36 x 4 265 SSS 25 4C 25 4.0 x 25.0 0.125 11 4.8 150 2.6 100 1.0 50 8• -9 314 x 18 x 3 170 SSS 25 413 25 1 4.0 x 25.0 0.188 7 10.B 270 7.7 188 5.4 135 1 8 - -9 3/4 x 30 x 3 245 SSS 25 5C 25 5.0 x 25.0 0.125 11 1 9.8 245 63 157 3.7 150 1 10 - -12 1 x 36 x 4 225 SSS 25 513 25 5.0 x 25.0 O.1B8 7 18.0 350 126 350 9.0 250 1 10 - -12 1 x 36 x 4 320 SSS 30 4G 30 4.0 x 30.0 0.188 7 6.4 160 4.0 100 23 58 8 - -9 3/4 x 30 x 3 295 SSS 30 5C 30 5.0 x 30.0 0.125 11 4.7 150 20 50 -- -- 10- -12 1 x 36 x 4 265 SSS 30 5G 30 5.0 x 30.0 0.188 7 1D.7 267 6.7 167 3.9 100 10 - -12 1 x 36 x 4' 380 SSS 30 5G 30 6.0 x 30.0 0.188 7 15.7 392 10.2 257 6.4 160 11 - -13 1 x 36 x 4 520 SSS 35 5G 35 5.0 x 35.0 0.188 7 5.9 150 25 100 - -- 10 - -12 1 x 36 x 4 440 SSS 35 613 35 6.0 x 35.0 0.188 7 9.5 237 5.0 1 150 1.8 50 11 - -13 1 1 x 36 x 4 540 SSS396G 39 6.0x39.0 0.188 7 1 5.1 128 13 1 33 11 -•13 1x36x4 605 /A K B 2 � � • C BASE DETAIL Shaft Bolt Bolt Base Anchor Warehouse Template Base Circle Projection Square Boll Anchor Bolt Number Sae A 8 C Description Description 4'C 8 -1/2' 2-3J4' -4' 8' ABSSSAC A818.0 PJ5OD04 4'G 8 -1/2' 2- 3/4' -4' 8' ABSSS-4G A830 -0 PJ50004 5' 10' -12' 3.3/8' -4 ' 11' ABSSS -5 AB36 -0 PJ5DOID 6- 11' -13' 3. 378' -4' 12 -1/2' ABSSS -6 AB36 -0 PJ5D0ll IMPORTANT INSTALLATION NOTES: - • De out erect ports without having futures installed. • Factory- supplied templates must be used rdten toning anchor bolts. Lithonia win not accept claim for incorrect anchorage placement due to failure to use factory template. • It poles are stored outside. an protective wrapping must be temwed immediately to prevent finish damage. • tithonis is not responsible lot the foundation design. • Installation requires grout to be packed under base to ensure fun contact with foundation. IMPORTANT: • These specifications are intended for general purposes only. Lithcoia reterres the right to change material or design, without prior notice. in a continuing anon to upgrade ifs products. f® LInivalvIA i- la"nNG® Art <!AcuityBrands Company Sheet k Pole -SSS to1994 Acuity Brands Lighting, Inc. Rev. 17/27/07 lithonia Ligbting Outdoor One lithonia Way, Conyers, GA 0001I Phone: 770-922.9000Far: 770.918.1209 wrvw.60ronia.com D,4-k D--la r l% a LX - Q gc.`i 4� -i DESCRIPTION Asymmetric distribution Extruded aluminum housing Die -cast aluminum end-caps Die-cast adjustable mounting knuckles 6 ", 12" or 18" nominal mounting arms Alanod 2000GS aluminum reflector Extruded, clear acrylic lens (optional) Electrostatically applied polyester powder coat paint finish SPECIFICATION FEATURES Construction Housing is corrosion - resistent Type 6063 -T6 aluminum extrusion with die-cast aluminum end caps. End caps are secured by concealed stainless steel fasteners. Housing, and caps and lens are sealed with single, closed cell slicone gaskets. Stainless steel hardware. 3 -3/8" 186mm) 7'11 8mm] Reflector Fixture includes the Opti- LockTM asymmetric reflector system, constructed of specular Alanod 2000GS aluminum. Reflector provides for tool -less removal for easy access to ballast and wire connections. AKO6= 5' 1127mm1 AK12 -12' 1305mm1 AK,9 -18' 1457mm1 � 1 1 V 1 1 5-1/2' 1110mml See Lamp Chart (Dimension A) 1 See Lamp Chan j (Dimension BI Aiming Fixture includes the PointGrab2TM lockable aiming system, providing minimum 180° vertical adjustment of the fixture housing in 5' increments. The aiming feature locks securely in place by means of a stainless steel locking mechanism. Lens Fixture is available with optional clear acrylic lens, constructed of impact - resistent, U.V. stabalized virgin acrylic to prevent discoloration. Lens, in conjuction with a single, continuous closed cell silicone gasket, provides a watertight seal. Fixture may be specified without lens for indoor applications only. Electrical Use 90a supply wire (provided by others). Linear Fluorescent - Medium Bi -Pin, Mini Bi -Pin and Mini Flat Bi -Pin. Ballast is integral to the luminaire and includes quick - disconnect to meet NEC and CEC code requirements for disconnecting power to the fixture during service and maintenance. Lamps available from Ametrix at additional cost Mounting Fixture includes Slide- N- MountTM adjustable, lockable mounting arms, constructed from Type 383 die -cast aluminum. Support structure by others. Finish Fixture housing is finished using electrostactically applied polyester powdercoat paint Consult factory for custom colors. Labels When specified with Outdoor option and acrylic lens, fixture is UL / cUL listed for use in wet locations. When specified with no lens, fixture is UL / cUL listed for use in dry locations. Worm Lighting Specifications and Dimensions subiect to change without notice. Cuh your rep—tative for sddhional optlorw and 0nlshss. wwwmoperllghtingmm ons AMETR1XTM EX2 ARROWLINEAR Extra Small Integral Individual Linear BASE • • . M I PROGRESS R e p o r t IQIW Arrow 1m - Mrh VHO lamp -.—. ADY090584 1210WOM 4:37:14 PM e-K - 8 'Fc. ­5 t6 I I AMETRIX ARROWUNEAR INDIVIDUAL FIXTURE - LAMP CHART T5 /T5HOFluorescent (1) 14/24 Mini Eli-pin 2' 27- 38'1695mm] 22-13/16" 1580mm 1 12° Arrovdinear 17 Unit' (1)21/39 Mini Bi -pin 3- 39 -3/16' 1995mml 34-58' [880mm) 7 (1)29/54 Mini Si -pin 4' 51' 11295mm1 46 -7/16' [1180mm) ze - In/Outdoor (2)21/39 Mini Hi-pin 6' 77 -7/16' [1967mm] 72- 29132' 11852mm] r• Extra Small - Indoor (2)28/54 Mini Bi-pin 8' 101 -1/16' 12567mm) 96- 17/32" [2452mm] 31° Extra Small -x. e.4 (3)28/54 Mini Bi-pin 12' 151 -3116" [3839mm) 146 -7/16" 13719mm) T5VHO Fluorescent 11) 95 Mini Flat Eli-pin 4' 51' (1295mm) 46 -7/16' [11BDmm] (2) 95 Mini Flat Bi -pin 8' 101 -1/16' 12567mm) 96- 17/32' [2452mm] (3) 95 Mini Flat Bi -pin 12' 151 -3/16' [3839mm) 146 -7/16' [3719mm) T8 Fluorescent (1) 17 Medium Bi-pin 2' 27 -38' [695mm] 22- 13/16' [580mm) (1) 25 Medium Bi -pin 3' 39 -3/16" 1995mm) 34 -58' 1880mm) (1) 32 Medium Bi -pin 4' 51" [1295mm) 46 -7/16' [1180mm) (2) 25 Medium Bi-pin 6' 77 -7/16' 11967mm) 72- 29/32' 11852mm) (2) 32 Medium Bi -pin 8' 101 -1 /16" 12567mm) 96- 17/32' [2452mm) (3) 32 Medium Eli-pin 12' 151 -3/16" 13839mm) 146 -7/16" [3719mm) T8VHO.Fluorescent (1) 84 Medium Bi-pin 4' 51' 11295mm] . 46 -7/16" [1180mm) (2) 84 Medium Bi -pin 8' 101 -1/16. 12567MMI 96- 17/32' [2452mm) (3) 84 Medium Bi -pin 12' 151 -3/16" [3839mm] 146 -7/16' 13719mm] `End -to -end single lamp cross section only. "Slide -N- Mount` adjustable, lockable mounting arms are standard. ORDERING INFORMATION Semple Number. A04SO- A- 1- LF -054- 12&W- AK &IL35 roduct n o2e AnovAinear 7 Unit A- Acrylics IN= Les D3-Arrowlinear 3' Unit None 174- ArrovAinear 4' Unit 138' AnvMinear 6 Unn er of Lamps DS' Arrovdinear 8' Unit (Lamp Type LF' Linear Fiuorescent - Electronic Wattage ° 014' 14W (7 TS) Voltage 120° 12DVII 277= 277V 347:347V 480:480V'- UNV' Universal Finish g= Bronze C- Custom Color K- Black St Silver W- White Mounting AKet 6' Adjustable Knuckle / Integral AK 12- 12" Adjustable Knuckle / Integral AK 18. 1B' Adjustable Knuckle/ Integral Options 12° Arrovdinear 17 Unit' 1' 1 Lamp+ 017. 17W (7 TB) For 2', Tend 4' nomind length fixtures only. 6 B= Battery Pads 7 2, 2 Lamps- 021.21 W (3' T5) temp not induded - eveileble et additional ooet. 9 D- Dimming ze - In/Outdoor 3:3 Lamps'. 7 024.24W (7 T51-10) Not eveileble for VHO temp sources. 12 E' Emergency r• Extra Small - Indoor 025.25W (3' TS) F° Fusing 31° Extra Small -x. e.4 028.28W (4' T5) IL35. 35' Internal Lower - Standard Black Outdoor 032' 32W (4' T8) IL35M' 35' Internal Lower - Fixture Match 039° 39W (3' T5H0) NAT: Natatorium Environment'.4 054= 54 W (4' TSHO) oa4- 84W (4' T8HO)°''0 095' 95W (4' T5VHO) -. - . LMC- Large Mounting Canopies ('m lieu M standard) Notes; 1 Not evei6ble for Outdoor eppli —i—. 2 Requksd for otndoor eppli—io- 3 Requires acrylic Iem option. 4 Not evaileble for 12' units. 5 For 2', Tend 4' nomind length fixtures only. 6 For 6' and 8' nominal length fixturm only. 7 For I T nominal length fxturec only, a temp not induded - eveileble et additional ooet. 9 Available only in 4' nominal length 10 Available for 277V, 347V or 480V only. 11 Not eveileble for VHO temp sources. 12 Aveileble for VHO lamp ew— only. COA Lighting Specifications and Dimensions subject to change without notice. ADy0905B4 www.cooperllghtingcom Ameytx a Customer First Center a 1121 Highway 74 South • Peschlree City, GA 30269 • TEL 770.486.4800 • FAX 770.486.4801 12/08/2009 4:37:14 PM pA lo - I'-Z' C-x. B CO, e,e 6 16 °i r DESCRIPTION Asymmetric distribution Extruded aluminum housing Die-cast aluminum end -caps Die -cast adjustable mounting knuckles 6', 12' or 18' nominal mounting arms Alanod 2000GS aluminum reflector Extruded, clear acrylic lens (optional) Electrostatically applied polyester powder coat paint finish SPECIFICATION FEATURES Construction Housing is corrosion - resistent Type 6063 -T6 aluminum extrusion with die-cast aluminum and caps. End caps are secured by concealed stainless steel fasteners. Housing, end caps and lens are sealed with single, closed cell sllcone gaskets. Stainless steel hardware. 3-3/8' IB6mml 7' [178mm1 Reflector Fixture includes the Opti- LockTM asymmetric reflector system, constructed of specular Alanod 2000GS aluminum. Reflector provides for tool -less removal for easy access to ballast and wire connections. Aiming Fixture includes the PointGrab2TM lockable aiming system, providing minimum 180' vertical adjustment of the fixture housing in 5' increments. The aiming feature locks securely in place by means of a stainless steel locking mechanism. Lens Fixture is available with optional clear acrylic lens, constructed of impact- resistent, U.V. stabalized virgin acrylic to prevent discoloration. Lens, in conjuction with a single, continuous closed cell silicone gasket, provides a watertight seal. Fixture may be specified without lens for indoor applications only. Electrical Use 90' supply wire (provided by others). Linear Fluorescent - Medium Bi -Pin, Mini Bi -Pin and Mini Flat Bi -Pin. Ballast is integral to the luminaire and includes quick - disconnect to meet NEC and CEC code requirements for disconnecting power to the fixture during service and maintenance. Lamps available from Ametrix at additional cost ° Mounting Fixture includes Slide- N- MountTM AKO6= 5' 1127mml adjustable, lockable mounting AK12 :12 1305mml arms, constructed from Type 383 AK7818 :1457mm1 � die�ast aluminum. Support \/I,\ structure by others. V 1 1 1140M 0mm1 See Lamp Chart (Dimension AI 1 See Lamp Chan j (Dimension BI Finish Fixture housing is finished using electrostactically applied polyester powdercoat paint Consult factory for custom colors. Labels When specified with Outdoor option and acrylic lens, fixture is UL / cUL listed for use in wet locations. When specified with no lens, fixture is UL / cUL listed for use in dry locations. " Lighting Specifications and Dimensions subiect to change without notice. v rzooperilghtingxom Coruwh your np—rtadve for eddhional optl=s and flnlshw �i MAKU EX3 ADY090584 1VOar2D09 4:37:14 PM DA.O- IO�I`� EK.6 %C.-1 � q AMETRIX ARROWLINEAR INDIVIDUAL FIXTURE - LAMP CHART 'End - to-end single lamp cross section only. 'Slide- N- Mounty" adjustable, lockable mounting arms are standard. ORDERING INFORMATION Sampl. Numb —.. A04- 50- A- 1- LF-054- 120- W- AK6 -IL35 Product Lena Lsmp Type Voltage Rnish Mounting A02= Arrowlinear T Unit A= Acrylicx LF= Llrlear Fluorescent - 120= 12(1/'1 B' Bronze K6= 6- Adjustable Knuckle ! Integral A03z Arrowlinear 3' Unit N- None Eledrorlic 277° 2T7V C. Custom Color AK12t 12' Adjustable Knuckle I Integral A04= Arrowlinear 4- Unit a 347= 347V K= Blade K18- 18' Adjustable Knuckle ! Integral A08= Arrowtinear 6' Unit Number of Wette9e 480' 480V12 S' Silver Lamp* 014° 14W (2 T5) A08 =Arrowlitlear$Unit � UNV =Universal W- White Options A 12- Arrowlinear 12 Unit' 1= 1 Lamp+ 017' 17W (2 T8) B= Battery Pack 2= 2 Lampso 021-21W(STS) D- Dimming Size - In/Otrttloor 3= 3 Lamps', 7 024= 24W (T T51-10) E= Emergency SP Extra Small - Indoor 025° 25W (3' T8) F Fusing 50= Fxtra Small -� ; 4 o28= 29W (4'T5) IL35= 35' Internal Lower - Standard Blade Outdoor 032= 32W (4' TB) IL35M= 35" Internal Louver - Fixture Match 039= 39W (3' T5HO) NAT- Natatorium Enviro rmem3. 4 054= 54W (4' T5HO) LMC• Large Mounting Canopies (in lieu of standard) 084= 84W (4' T8HO)A to 095= 95W (4' TSVHO)-- to Not ": 1 now (1) 14/24 rBi-pin 2' 27 -318' [695mm] 22- 13/16' [580mm] T5 /T5HO Fluorescent Not.vail.bl. for 12' uma. (1)21/39 For 2'. 3'..d 4' rwmi -I l.nglh Ii-- only. 3' 39 -3116' [995mm) 34 -58' 1880mm) For 12' nomiml Mngth fiat— only. (1) 28 / 54 temp rot i.dud.d - - .H.bl.. sddili —ol con. 4' 51' [1295mm] 46 -7/16' 11180mm) Av.il.bl. for 277V. 347V or 480V only. (2)21/39 Mini Bi-pin 6' 77 -7/16' [1967mm] 72- 29/32' 11852mm) (2)28/54 Mini Bi -pin 8' 101 -1/16' 12567mm] 96- 17/32' 12452mm) (3)28/54 Mini Bi -pin 12' 151 -3/16' [3839mm) 146-7/16' 13719mm) T5VHO Fluorescent (1) 95 Mini Flat Bi -pin 4' 51' 11295mm] 46 -7/16' 11180mm) (2) 95 Mini Flat Bi-pin 8' 101 -1/16' 12567mm] 96- 17/32' [2452mm) (3) 95 Mini Flat Bi-pin 12' 151 -3/16' [3839mm) 146 -7/16' 13719mm) T8 Fluorescent (1) 17 Medium Bi-pin 2' 27 -38' [695mm] 22- 13116' [580mm) (1) 25 Medium Bi -pin 3' 39 -3/16' [995mm) 34 -5/8' [880mm] (1) 32 Medium Bi -pin 4' 51' 11295mm] 46 -7/16' 11180mm) (2) 25 Medium Bi-pin 6' 77 -7/16' [1967mm] 72- 29(32' [1852mm) (2) 32 Medium Bi -pin 8' 101- 1/16'_12567mm] 96- 17(32" (2452mm] (3) 32 Medium Bi-pin 12' . 151 -3/16' [3839mm] 146 -7/16' [3719mm) T8VHO Fluorescent (1) 84 Medium Bi -pin 4' 51' 11295mm] ' 46 -7/16' [1180mm] (2) 84 1 Medium Bi -pin 8' 101 -1/16' [2567mm] 96- 17/32' 12452mm) (3) 84 1 Medium Si -pin 12' 151 -3/16' [3839mm) 146 -7/16' 13719mm) 'End - to-end single lamp cross section only. 'Slide- N- Mounty" adjustable, lockable mounting arms are standard. ORDERING INFORMATION Sampl. Numb —.. A04- 50- A- 1- LF-054- 120- W- AK6 -IL35 Product Lena Lsmp Type Voltage Rnish Mounting A02= Arrowlinear T Unit A= Acrylicx LF= Llrlear Fluorescent - 120= 12(1/'1 B' Bronze K6= 6- Adjustable Knuckle ! Integral A03z Arrowlinear 3' Unit N- None Eledrorlic 277° 2T7V C. Custom Color AK12t 12' Adjustable Knuckle I Integral A04= Arrowlinear 4- Unit a 347= 347V K= Blade K18- 18' Adjustable Knuckle ! Integral A08= Arrowtinear 6' Unit Number of Wette9e 480' 480V12 S' Silver Lamp* 014° 14W (2 T5) A08 =Arrowlitlear$Unit � UNV =Universal W- White Options A 12- Arrowlinear 12 Unit' 1= 1 Lamp+ 017' 17W (2 T8) B= Battery Pack 2= 2 Lampso 021-21W(STS) D- Dimming Size - In/Otrttloor 3= 3 Lamps', 7 024= 24W (T T51-10) E= Emergency SP Extra Small - Indoor 025° 25W (3' T8) F Fusing 50= Fxtra Small -� ; 4 o28= 29W (4'T5) IL35= 35' Internal Lower - Standard Blade Outdoor 032= 32W (4' TB) IL35M= 35" Internal Louver - Fixture Match 039= 39W (3' T5HO) NAT- Natatorium Enviro rmem3. 4 054= 54W (4' T5HO) LMC• Large Mounting Canopies (in lieu of standard) 084= 84W (4' T8HO)A to 095= 95W (4' TSVHO)-- to Not ": 1 Not — ilabl. for Outdoor eppfi—iom. 2 Rapulr.d for outdoor eppli-tio... 3 Rpoir.s —0i. I.m option. 4 Not.vail.bl. for 12' uma. 6 For 2'. 3'..d 4' rwmi -I l.nglh Ii-- only. a For 6' •nd e' nomin.l I.ngth fxtur- only. 7 For 12' nomiml Mngth fiat— only. a temp rot i.dud.d - - .H.bl.. sddili —ol con. a Av,R bl. only in 4' nomind I.ngtlh 10 Av.il.bl. for 277V. 347V or 480V only. 11 Not ev.il.bl. for VHO l.mp sounros. 12 Av.ibbl. for VHO temp sourc" only. ® Ughting Specifications and Dimensions subject to change without notice. ADy09D564 www.woperfightfngcom Ametrix • Customer First Center - 1121 Highway 74 South • Peachtree City, GA 30269 - TEL 770.486.4800 • FAX 770.486.4801 12/08!2009 4.37:14 PM D4 0 -to-VS e-x .P fief% � 9 FEATURES OPTICAL SYSTEM • Reflector - Self- flanged, semi - specular or matte - diffuse reflector. Fluted vertical upper section works in con- junction with Patented Bounding Ray"" Optical Principle design (U.S. Patent No. 5,800,050) to provide lamp before lamp image and smooth transition from top of reflector to bottom. Minimum flange matches reflector finish. • Baffle /cone - Semi - specular clear upper reflector. Microgroove baffle with white painted flange or specular black cone with flange that matches cone finish. • Hinged lampdoor seals upper trim for optimal fixture efficiency and the reduction of stray light in the plenum. MECHANICAL SYSTEM • 16 -gauge galvanized steel mounting /plaster frame with integral yoke to retain optical system. Maximum 1 -1/2" ceiling thickness. • 16 -gauge galvanized steel mounting bars with continu- ous 4" vertical adjustment are shipped pre - installed. Post installation adjustment possible without the use of tools from above or below the ceiling. • Galvanized steel junction box with hinged access covers and spring latch. Two combination 1/7-3/4" and three 1/2" knockouts for straight- through conduit runs. Capacity: 8 (4 in, 4 out) No. 12 AWG conductors, rated for 90 °C. ELECTRICAL SYSTEM • Horizontally- mounted, positive - latch, thermoplastic socket. • Class P, thermally protected, high power factor elec- tronic ballast mounted to the junction box. • Simply5T" technology available. sllmpgY --, LISTING • Fixtures are UL Listed for thru- branch wiring, Non -IC recessed mounting and damp locations. Listed and labeled to comply with Canadian Standards. Type Catalog number '!5 -A Compact Fluorescent Downlights 611 AF a Open Reflector Horizontal Lamp Triple -Tube W-NI, �g -� Aperture: 61/4 (15.9) Ceiling Opening: 7 -1/8 (18.1) Overlap Trim: 7 -1/2 (19.1) All dimensions are inches (centimeters) ORDERING INFORMATION Example: AF 1/26TRT 6AR MVOLT Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number (shipped separately). AF Series Wattage /Lamp Aperture /Trim color Finish Voltage Ballast' Options AF 1/18TRT GAR Clear (blank) Semi- MVOLT2 (blank) Electronic ballast ELI Emergency battery pack with integral test switch 1/26TRT 6PR Pewter sp ecular 120 DMHL ' Lutron Compact ELRI Emergency battery pack Remote 1/32TRT 6UBR Umber LID Matte- 277 SET" electronic dimming ballast test switch l� Single, slow -blow fuse (not 1 /42TRT 6WTR Wheat diffuse 347 Minimum dimming avadablewithMVOLTI 6WRI White painted level 5% (0R Single, fast -blow fuse (not available withMVOLT) 6MBI Black baffle ADEZI Advance Mark TRW White painted flange (standard on 6WBI White baffle 100 electronic dimming ballast MBandWB) 7HEIL Black painted flange 66C' Black cone Minimum dimming yt1IP With 3500•K lamp lshipped separately) level 5`Y• LRCI Prvides cmpatibility with Lithonia NOTES S5" SIMPLY5TM system Reloc System. Reloc System can be 1 Not available with finishes. ballast installed less this option with 2 Multi -volt electronic ballast capable of operating on any connectors provided by others. Access above ceiling required voltage from 120V through 277V, 50 or 60 Hz. tar Chicago Plenum 3 For additional ballast types, refer to Technical Bulletins tab. Accessories CSA Certified 4 Available in 120V or 277V only. DP` BOP Ballast disconnect plug 5 Simply5TM includes 9' S5 MLC RBIOC wiring system (shipped Order as separate catalog number. HVV Hardwire for S5 system; replaces separately). Available in 120V or 277V only. Not available in SCA6 Sloped ceiling adapter. Reloc 18W. See simply5.net for more information. Degree of slope must be ELHLI High lumen output emergency 6 For dimensional changes, refer to Technical Bulletins tab. specified (IOD, 15D, 20D, Integral test switch battery provided 8 For compatible with EL systems, refer to Technical Bulletins tab. 25D, 30D). Ex SCA6 100 8 Not available with EL or ELR option. EIRHLI High lumen output emergency 9 Meets codes that require in- fixture disconnect battery pack Remote test switch provided ARCHITECTURAL DG 2 got h a me 1400 Le ster Road Conye rs Georgia 30012 AF 6 TRT OPEN DCF -110 Rev 2/10 ® P 800 315 4982 F 770 860 3129 nnwwxyaa,x&omp&y www.gothamlighting.com O _ n O — to _ pr -ex .B &.9 � 9 6" AF Open Reflector Distribution curve Distribution data Output data cp. Coefficient of utilization Illuminance Data at 30' Above Floor for a Single Luminaire AF 1 /18TRT 6AR, (1) CF18DT /E/IN/835, 1200 lumens per lamp, 1.3 s /mh, test no. LTL9404 5gg; 50% 3D% 50% beam angle 62.0° beam gp From O° cp. Lumens Zone Lumens %lamp Pf C 8096 20% 70% 50% 50% 3D% 50%30% 50% beam angle 60.9° beam 10% angle 9t is at 200 4522 5a 0a -30° 351.8 29.3 Pw 50% 30% 50% 3D% 50%30% 1 Initial fc at fc at 120 5° at beam 41 0a -40° 526.7 43.9 1 63 62 62 61 60 59 Mount m at beam Beam beam Beam beam 55 15° 579 123 0a -60° 693.5 57.8 2 5B 56 cj7 55 55 53 height center diameter edge diameter edge 240 25' 543 187 0a -90° 695.4 58.0 3 53 50 53 49 51 48 35a 35* 320 175 90a -1BD° 0.0 0.0 4 49 45 48 45 47 44 8' 14.0 6.5 7.0 11.8 1.4 360 45 45° 263 150 O° -180° 695.4 58.0` 5 45 41 44 41 43 40 10' 7.5 8.8 3.8 16.1 0.8 13.9 55a 12 17 'Efficiency 6 42 38 41 37 40 37 12' 4.7 11.2 23 20.4 0.5 480 65° 1 1 11.4 4.3 7 38 34 38 34 37 34 14' 3.2 13.5 1.6 24.7 0.3 600 75° 1 1 35 32 8 36 32 35 31 35 31 16' 23 15.9 1.2 29.0 0.2 0 85° 0 0 33 9 33 29 33 29 32 29 4.3 16.2 22 29.0 0.4 1000 90° 0 1 10 31 27 31 27 30 27 31 27 30 21 AF 1/26TRT 6AR, (1) CF26DT /E/IN /835, 1800 lumens per lamp, 1.2 s /mh, test no. LTL9391 0 90a 0 90 From D° cp. Lumens. Zone Lumens %lamp pf c 80% 20% 70% 5D% 5D% beam angle 59.9° beam 1D% angle 0' 713 0' -30° 584.2 32.5 p w' 5D% 36 50% 3D% 50% 30% Initial is fc at at fc at 180 5° 792 72 0'-40* 866 2 481 ° 1 69 67 67 S 65 64 Mount at Beam beam Beam beam 15° 050 206 0 -60° 1125.1 62.5 2 63 60 fit 559 60 558 height center center diameter edge diameter edge 360 25° 765 307 0 ° -90° 1127.4 62.6 3 58 54 57 54 55 5� F 35° 493 282 90° -1BY 0.0 0.0 4 53 49 52 49 51 48 8' 23.6 6.3 11.8 11.8 24 540 45 45° 383 232 0° -180° 1127.4 626` 5 49 45 48 44 47 44 10' 12.7 8.6 6.3 16.0 1.3 55° 15 27 *Efficiency 6 45 41 45 41 44 40 12' 7.9 11.0 4.0 20.3 0.8 720 65° 1 2 7 42 37 41 37 40 37 14' 5.4 13.3 27 24.6 0.5 75* 0 1 8 39 34 38 34 3B 34 16' 3.9 15.6 2.0 28.8 0.4 900 85° 0 0 9 36 32 36 32 35 31 D 90° 0 10 34 30 33 29 33 29 AF 1/32TRT 6AR, (1) CF32DT /E/IN /835, 2400 lumens per lamp, 1.3 s /mh, test no. LTL9390 AF 1 /42TRT 6AR, (1) CF42DT /E/IN /835, 3200 lumens per lamp, 1.3 s /mh, test no. LTL9521 111U� W N WQXR-��♦ 11 gas From O° cp. Lumens Oa 1058 15a 1135 6 3223 25a 1043 487 35* 774 473 45° 622 374 65a - 2 2 BY 0 0 90° 0 Zone Lumens %lamp 0a -30° 916.8 28.6 0 ° -40a 1390.1 43.4 0a -60° 1805.1 56.4 0a -90° 1808.4 56.5 90a -180° 0.0 0.0 0° -180° 1808.4 56.5* 'Efficiency pf 9Q From O° cp. Lumens Zone Lumens %lamp P f P c 8096 2D% 70% 5gg; 50% 3D% 50% beam angle 62.0° beam 10% angle 94.1° 56 Lumens 0° 784 5577 54 0a -30a 663.0 27.6 Pw 5D% 30% 50% 3D% 50%30% 40 Initial fc fe at is at 200 47 5a 866 79 Oo-40a 995.2 41.5 1 60 58 58 57 56 55 Mount at beam Beam beam Beam beam per 1000 lumens 15° 914 230 0-60° 1299.6 54.2 2 55 52 54 51 52 50 height center diameter edge diameter edge 400 25° 890 354 0a -90° 1304.8 54.4 3 50 47 49 46 48 45 35a 587 332 90a -180° 0.0 0.0 4 46 43 45 42 44 41 8' 25.9 6.6 13.0 11.8 26 600 45 45° 473 273 0°-180° 1304.8 54.4" 5 42 39 42 38 41 38 10' 13.9 9.0 7.0 16.1 1.4 55° 22 31 *Efficiency 6 39 35 39 35 38 35 12' 8.7 11.4 4.3 20.4 0.9 BDO 65a 2 3 7 36 32 35 32 35 32 14' 5.9 13.8 3.0 24.7 0.6 75° 1 2 8 33 30 33 29 32 29 16' 4.3 16.2 22 29.0 0.4 1000 85° 1 1 9 31 27 31 27 30 21 0 90a 0 10 29 25 29 25 28 25 AF 1 /42TRT 6AR, (1) CF42DT /E/IN /835, 3200 lumens per lamp, 1.3 s /mh, test no. LTL9521 111U� W N WQXR-��♦ 11 gas From O° cp. Lumens Oa 1058 15a 1135 6 3223 25a 1043 487 35* 774 473 45° 622 374 65a - 2 2 BY 0 0 90° 0 Zone Lumens %lamp 0a -30° 916.8 28.6 0 ° -40a 1390.1 43.4 0a -60° 1805.1 56.4 0a -90° 1808.4 56.5 90a -180° 0.0 0.0 0° -180° 1808.4 56.5* 'Efficiency pf 2D% p C SD% 70% 50% pw 50% 3D% 50% 3D% 509'° 3D% LER.DOL Cost 56 Lumens 58 57 2 5577 54 $6.90 5533 54 52 1.00 20 40 $5.96 50 4 48 44 47 44 46 443 (2)32W TRT 2400 0.98 35 39 6 41 37 440 35 39 36 - Comparative yearly lighting energy cost per 1000 lumens 8 3355 31 34 31 3344 30 10 30 26 30 26 29 26 5D% 10% beam angle 625° beam angle 94.2° Initial fc fc at fc at Mount at beam Beam beam Beam beam height center diameter edge diameter edge 8' 35.0 6.7 17.5 11.8 3.5 10' 18.8 9.1 9.4 16.1 1.9 12' 11.7 11.5 5.9 20.4 1.2 14' 8.0 14.0 4.0 24.7 0.8 16' 5.8 16.4 29 29.0 0.6 ENERGY (Calculated in accordance with NEMA standard LE -SA) Annual' Ener Oy Lamp Ballast Input LER.DOL Cost Lamps Lumens Factor Watts 35 $6.90 111.18W DTT 1200 1.00 20 40 $5.96 (1) 26W DTT 1800 1.00 28 36 $6.75 (2)32W TRT 2400 0.98 35 39 $6.11 (2) 42W TRT 3200 1.00 46 - Comparative yearly lighting energy cost per 1000 lumens I For electrical characteristics, refer to Technical Bulletins tab. 2 Tested to current IES and NEMA standards under stabilized laboratory Conditions. various operating factors can cause differences between laboratory data and actual field measurements. Dimensions and specifications are based on the most current available data and are subject to change without notice. 3 Consult (aetory or IFS file }or microgroove baffle black cone and other ehotometric reoorts. DCF -110 02007, 2009 Acuity Brands Lighting, Inc. All Rights Reserved. Rev. 02110 got h a m A."Cuittr&X&Canp" GOTHAM ARCHITECTURAL DOWNLIGHTING A DIVISION OF ACUITY LIGHTING GROUP, INC. 1400 Lester Road Conyers Georgia 30012 P 800 315 4982 F 770 860 3129 vnwv.gothaml ighti ng.com Ord- 0-to-IS EX °6 $C ° /D o6 Upent, Sep #es Basefin-e Catalog (lumber: Style BL - Baseline BL25 - Baseline25 Dimensions: Length (A) 1 - 335mm (13.2 ") 2-620 mm (24.4 ") 3 - 905mm (35.6 ") 4 - 1190mm (46.9 ") 5 - 1475mm (58.1 ") A .. a Maximum Punch - Minimum Profile The Baseline series is a slim profile (1.7' x 0.9 ") linear LED strip that combines industry leading LEDs with high performance reflectors to generate intense' beam patterns for a wide range of outdoor and indoor flood and wash applications. Baseline 25 combines all the features of the Baseline series with the added .benefit of 25% more lumen output. Available in 12'. 3$6 and 120° distributions, in either 3000k-or 5000k white in lenghts from 335mm (13 ") up to 1475mm.(58 "), all IP65 rated for maximum protection from intrusion of dirt and moisture. Available for 0 -10V dimmable in our accessory section. The Baseline series is perfect for architectural cove and feature illumination, wall washing, sign illumination, and linear-feature lighting indoors or out. SSL products are offered with a 5 year limited warranty. 718' 2" 3^ 3- 1 -314' 1 -314' 1 -3W. _C N N N Bottom Wall Wall. Mount Mount Mount. Orientation 1 Orientation 2 13' LED color Optics. 620mm (24.4 ") 300mm (11.81 ") 3K - Warm White 3000K 12 =.121 Reflector 5K - Cool White 5000K... 38 - 380 Reflector 1475mm (58.1 ") 120 - 1200 Reflector , 718' 2" 3^ 3- 1 -314' 1 -314' 1 -3W. _C N N N Bottom Wall Wall. Mount Mount Mount. Orientation 1 Orientation 2 13' O1 3ra• "A" Dimension 0 "B" Dimension 620mm (24.4 ") 300mm (11.81 ") - 718_ 905mm (35.6 ") 500mm (19.67') ") 11 90m (46.9 ") 600mm (23.62 1475mm (58.1 ") 700mm (27.55 ") ` Specifications subject to change without notice. www.solidstateluminaires.com Ph: 1-877 -SSL -GREEN Fax: 1-630- 889-8106 W2008 0 id o -(6- 1% ex .8 `0C.1 I � 9 Specifications Construction Extruded aluminum body with die cast end caps. Tempered glass cover. Molded vacuum metalized specular optical reflectors. Housing and cover are sealed for IP65 rating. Stainless steel universal mounting bracket provided with positive aiming lock. Stainless steel strain relief with 2 meter (6.5') power cord. Power Supply Requirements Class II, internally regulated for operation on external 24 VDC input. Power supplies are specified separately. For detailed information, consult Power Supply section. Optical Performance: 12° Reflector 1200 0' 180 ° 90 ° 270 ° Performance Initial Lumens System Lumens Length Wattage 3000K 5000K 3000K 5000K Baseline 480 335mm (13.2 ") 7 620mm (24.4 ") 14 905mm (35.6 ") 21 1190mm (46.9 ") 28 1475mm (58.1 ") 35 Baseline25 1920 335mm (13.2 ") 9 620mm (24.4 ") 18 905mm (35.6 ") 28 1190mm (46.911) 37 1475mm (58.1 ") 46 38° Reflector 360 480 280 375 720 960 560 750 1080 1440 840 1125 1440 1920 1120 1500 1880 2400 1400 1875 480 640 375 500 960 1280 750 1000 1440 1920 1125 1500 1920 2560 1500 2000 2400 3200 1875 2500 wwusolidstateluminaires,com 0,4 '0 � %-' C,X $ $c. la Specifications subject to change without notice. www.solidstateluminaires.com Ph: 1- 877 -SSL -GREEN Fax: 1- 630 - 889 -8106 1112008 1. EXISTING SITE TOPOGRAPHY, UTIUTIES, RIGHTOFMAY AND HORIZONTAL CONTROL SHOWN ON THE DRAWINGS WERE OBTAINED FROM A SURVEY PREPARED BY: V3 COMPANIES OF ILLINOIS LTD. 738 JANES AVENUE WOODRIDGE IL W517 COPES OF THE SURVEY ARE AVAILABLE FROM THE ENGINEER SITE CONDITIONS MAY HAVE CHANGED SINCE THE SURVEY WAS PREPARED, CONTRACTORS TO VISIT SITE TO FAMILIARIZE THEMSELVES WITH THE CURRENT CONDITIONS. 2. ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES. STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESE DRAWINGS 14AVE BEEN ROTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER FACILITIES. THE EXISTENCE OF WHICH ARE NOT PRESENTLY KNOWN. 3. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL AND STARTING WORK 4. ALL ELEVATIONS ARE BASED ON USGS DATUM. BENCHMARK LOCATIONS AND ELEVATIONS ARE SHOWN ON PLANS. 5. ALL APPLICABLE PROVISIONS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREIN INCORPORATED BY REFERENCE. B. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNING REGULATIONS AND SHALL OBTAIN ALL NECESSARY PU13UC AGENCY PERMITS PRIOR TO STARTING WORK THE CONTRACTOR, BY USING THESE PLANS FOR THEIR WORK AGREE TO HOLD HARMLESS V3 COMPANIES OF ILUNOIS LTD.. THE MUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THE OWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIES FROM AND AGAINST ANY AND ALL UABIUTY, CLAIMS. DAMAGES. AND THE COST OF DEFENSE ARISING OUT OF CONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER, HIS AGENTS. THE ENGINEER, HIS EMPLOYEES AND AGENTS. 7. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS. ALL WORT( PROPOSED HEREON SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY MADE A PART HEREOF: a. 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILUNOIS,- AS PREPARED BY [DOT, LATEST EDITION. I. 'STMGARO SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS AS PUBLISHED BY THE IEPA- LATEST EDITION. c. ILUNOIS RECOMMENDED STANDARDS FOR SEWAGE WORKS, AS PUBLISHED BY THE IEPA LATEST EDITION. a. THE LATEST EDITIONS OF THE SUBDIVISION CODE AND STANDARDS OF THE VILLAGE OF DEERFIELD. e. THE NATIONAL ELECTRIC CODE IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARD TO SITEWORK ISSUES DESIGNED BY THE ENGINEER, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 5. NO BURNING OR INCINERATION OF RUBBISH WILL BE PERMITTED ON SITE. 9, THE CONTRACTOR SHALL PROVIDE FOR THE SAFE AND ORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHERE HIS/HER OPERATIONS ABUT PUBLIC THOROUGHFARES AND ADJACENT PROPERTY IN ACCORDANCE WITH LOCAL ORDINANCE AND IDOT REQUIREMENTS. 10. BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY THE OWNER OF SUCH UTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BE COORDINATED AND PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH THE REOUIREMENTS OF THE OWNER OF THE UTILITY INVOLVED. IF ANY EXISTING SERVICE LINES, UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN IN SERVICE ARE UNCOVERED OR ENCOUNTERED DURING THIS OPERATION, THEY SHALL BE SAFEGUARDED. PROTECTED FROM DAMAGE AND SUPPORTED IF NECESSARY. 11. ALL COORDINATES REFER TO BACK OF CURB. CENTERUNE OF MANHOLE STRUCTURE UNLESS OTHWERWISE INDICATED. 12. ALL CURB RADII REFER TO BACK OF CURB. 11 THE CONTRACTOR SMALL NOTIFY THE VILLAGE OF DEERFIELD 48 HOURS PRIOR TO COMMENCING ANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRING INSPECTION. U. AREAS OUTSIDE THE RO.W. LINE OR CONSTRUCTION UMT LINE IMPACTED BY OPERATIONS OF THE CONTRACTOR SHALL BE RETURNED TO THE STATE R WAS FOUND PRIOR TO NEW CONSTRUCTION. EXCEPT WHERE NEW WORK IS SHOWN, 15. STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AND IF OAMAGEO. SHALL BE REPLACED PROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY OR IDOT STANDARD SPECIFICATIONS IN MATERIALS AND WORKMANSHIP. 16. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FOR ROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OF PROPOSED PAVING (ROADS, WALKS. DRIVES. ETC.) OR TOPSOIL AS INDICATED ON DRAWINGS. 17, PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THE DETAILS OF THE PLANS FOR ALL UTILITY LINES (OR AS OTHERWISE NOTED ON PLANS). BACKFILL SHALL BE PLACED AND COMPACTED PER THE VILLAGE OF DEERFIELD AND [DOT SPECIFICATIONS. 18. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON AS PERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURING AND UNDER CURING BY STORM WATER RUNOFF. 10. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALL UNDERGROUND UTILITY CONSTRUCTION AND SUBMR'RECORD INFORMATION TO ENGINEER FOR USE IN PREPARING "RECORD DRAWINGS. 20 ALL BUTT JOINTS AS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSTRUCTED BY MILLING AND SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE BITUMINOUS SURFACE COURSE. 21. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION BY THE LANDSCAPE ARCHITECT AND SHALL BE PROTECTED PER IDOT SECTION 201.05. THE RIGHTOF -WAY LINE AND LIMITS OF THE CONTRACTORS OPERATIONS SHALL BE CLEARLY DEFINED THROUGHOUT THE CONSTRUCTION PERIOD. ALLTREESN07EDTO REMAIN SHALL BE PROTECTED FROM DAMAGE TO TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING, FILLING OR GRADING IS TO BE DONE INSIDE THE DRIP LINE OF TREES UNLESS OTHERWISE INDICATED. 22. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS AND MANHOLES ARE INCIDENTAL TO THEIR COST. 23. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BE PROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATION OF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OF EACH DAY AND AS OFTEN AS NECESSARY THE CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBLIC STREETS OR AS REQUIRED BY STATE AND VILLAGE OF DEERFIELD OFFICIALS. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AS SHOWN ON THESE DRAWINGS. 25. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND TO THE SATISFACTION OF THE UTILITY OWNER. 28. FOR REGULATED UTILITY LOCATIONS. THE CONTRACTOR SHALL CONTACT THE JOINT UTILITY LOCATION INFORMATION FOR EXCAVATORS. "J.U.L.I.E." AT 1X00.892-0123. LOCAL GOVERNMENT AGENCIES SHOULD BE CONTACTED BY THE CONTRACTOR FOR LOCATION OF ALL NONREGULATEO UTILITY LOCATIONS. PLEASE CALL FOR LOCATES 48 HOURS IN ADVANCE OF CONSTRUCTION. 27. VWREN AN EXISTING DRAINAGE ROUTE, EITHER A STORM SEWER OR WATERWAY, IS INTERRUPTED DUE TO THE SEWER INSTALLATION. THE DRAINAGE ROUTE SHALL BE REESTABLISHED TO ORIGINAL CONDITIONS BY THE END OF THE SAME WORK DAY. DRAINAGE MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION 28. ANY DAMAGE TO EXISTING UnUTIES SHALL BE REPAIRED BY THE UTILITY COMPANY AT THE CONTRACTORS EXPENSE 29. THE GENERAL CONTRACTOR SWILL COORDINATE WITH UTILITY 00WANES TO PROVIDE CA13LE N, PHONE. ELECTRIC, GAS AND IRRIGATION SERVICES. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SITE LAYOUTS FOR THESE UTILITIES AND SHALL COORDINATE AND PROVIDE CONOIAT CROSSINGS AS REOARED. THIS CCCRONATION SHALL BE CONSICERED INCIDENTAL TO GENERAL CONTRACTOR WITH OWNER. ANY CONFLICTS IN UTILITIES SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO OWNER. M AN NSPECZgN OF THE SUBGRADE WILL BE MACE BY PERFORMING A PROOFROLL TEST IN THE PRESENCE OF THE MIRUOPAL ENGINEERING DEPARTMENT INSPECTOR THE SIDGRADE MUST BE APPROVED PRIOR TO PLACING ANY TYPE OF CURB AND GUTTER GEOTEXTBE STABILIZATION FABRIC OR BASE MATERIAL. 31. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH AND LOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES. AVOID RIDGES AND DEPRESSIONS. 32 ASPHALT JOINTS FOR BINDER AND SURFACE COURSES ARE TO BE STAGGERED. 33, THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF AP'ROVEO ENGINEERING PLANS WITH THE LATEST REVISION GATE ON THE JOB SITE PRIOR TOTHE START OF CONSTRUCTION. 34. NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT OR PARKWAY OVER A HOLIDAY. WEEKEND OR AFTER 3:00 P.M. ON THE DAY PRECEDING A HOLIDAY OR A WEEI(EID. 35, ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAWCUT ALONG UNITS OF PROPOSED REMOVAL BEFORE COMMENCEMENT OF PAVEMENT REMOVAL 35. BAeDSFJL CONNECTORS OR EQUIVALENT SHALL BE USED TO JON PIPES OF DISSIMIUAR MATERIAL 37. COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINED FROM THE OWNER. ANY BRACING. SHEETING OR SPECIAL CONSTRUCTION METHODS DEEMED NECESSARY BY THE CONTRACTOR IN ORDER TO INSTALL THE PROPOSED IMPROVEMENTS SHALL BE CONSIDERED INODEMAL TO THE COST OF THE PROJECT. ANTI ADDITIONAL SODS DATA NEEDED TO CONFIRM THE CONTRACTORS OPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL OBTAIN THE OWNERS WRITTEN AUTHORIZATION TO ACCESS THE SITE TO CONDUCT A SUPPLEMENTAL SOILS INVESTIGATION 3& THE CONTRACTOR SWILL BE RESPoNSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR CONSTRUCTION ALONG OR ACROSS EXISTING STREETS OR HIGHWAYS. CONTRACTOR SHALL LAKE ARRANGdENTS FOR THE PROPER BRACING. SHORING AND OTHER REQUIRED PROTECTION OF ALL ROADWAYS BEFORE CONSTRUCTION BEGINS AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETS OR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALL MAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THE OWNER OF THE ROADWAY. 39, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ADEOUATE SIGNS. TRAFFIC CONTROL DEVICES AND WARNING DEVICES TO INFORM AND PROTECT THE PUBLIC DURING ALL PHASES OF CONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH ARTICLE 101.14 OF THE IDOT STANDARD SPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BE DONE IN ACCORDANCE WITH IDOT 'MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES A0. REMOVED PAVEMENT, SIDEWALK CURB MO GUTTER, ETC. SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE THE CONTACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN OFF -SITE DUMP SITE AT HIS OWN EXPENSE. 41, ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM SEWER OR EXTENDED TO O *LET INTO A PROPOSED DRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THIS CANNOT BE ACCOMPLISHED, THEN T SHALL SE REPAIRED WITH NEW PIPE OF S90LAR S12E AND MATERAL TO THE ORIGINAL UNE AND PUT IN ACCEPTABLE OPERATIONAL CONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILE FOR ONI ORALN PPE ENCOUNTERED SHALL BE KEPT BY THE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEER UPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRS MUST MEET THE ILLINOIS URBAN MANUAL SPEC W. THE COST OF THIS WORK SHALL BE CONSIDERED AS INCDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED. 42 THE CONiPAC113R SHALL MAINTAIN ON THE JOBSRE AT ALL TIMES A LEGIBLE RECORD ON A SET OF CURRENT •APROVED' ENGINEERING PLANS OF ANY FIELD TILE ENCOUNTERED. AND ANY MODIFICATIONS OR ALTERATIONS TO ALIGNMENT AND'OR TO PLANS AND SPECIFICATIONS OF PROPOSED IMPROVEMENTS. ETC SPECTICATIONS OF PROPOSED IMPROVEMENTS ETC. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALL UNDERGROUND UTILITY CONSTRUCTION INCLUDING BUT NOT LIMITED TO STRUCTURES. MANHOLES, WYES AND SERVICES, VALVE BOXES. VAULTS KYOtANTS ETC. CONTRACTOR TO SUBMIT *RECORD' INFO NATION PER LAKE COUNTY PUBUC WORKS DEPARTM1IXi REDUIREMENTS TO ENGINEER FOR USE IN PREPARING *RECORD ORAWWGS-. THE CONTRACTOR SHALL PROVIDE RECORD ELEVATIONS OF ALL WATER MAIN CONSTRUCTED EVERY 100 LF (TOP OF PPE) TO THE ENGINEER. 41 CONTRACTOR SHALL RESPREAD 12 INCHES OF TOPSOIL ON ALL FINAL LANDSCAPE AREAS AND T2 INCHES OF TOPSOIL ON ALL FUTURE DEVELOPMENT AREAS UNLESS OTHERWISE NOTED, N. TREES BULL BE INSTALLED A MINIMUM OF 5 FT HORIZONTALLY FROM SANITARY SEVERS. SANITARY SERVICES, WATER MAINS, AND WATER SERVICES. TREES SHALL BE INSTALLED A MINIMUM 10 FT HORIZONTALLY FROM UTILITY STRUCTURES MO APPURTENANCES. INCLUDING BUT NOT UNITED TO MANHOLES. VAULVE VAULTS VALVE BOXES. HYDRANTS, ETC. 45. A S HIGH PERMRER SECURITY FENCING WITH LOCKABLE ACCESS GATE SHALL BE PROVIDED AROUND THE ENTIRE PERIMETER OF THE SITE DURING CONSTRUCTION. GATE SHALL BE LOCKED AT ALL TIMES WHEN NO CONSTRUCTION IS TAIONG PLACE 48. THE ENGINEER AND OWNER ARE NOT RESPONSBLE FOR THE CONSTRUCTION MEANS, METHODS TECHNIQUES. SEQUENCES OR PROCEDURES. nME OF PERFORMANCE PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF HISHER WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFRUnONS. 47. THE CONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE AS REQUIRED BY THE VILLAGE OF DEERFIELD. S.8. A PRE - CONSTRUCTION MEETING WITH THE VILLAGE OF DEERFIELD AND LAKE COUNTY PIBUC WORKS DEPARTMENT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. FURTHERMORE. THE CONTRACTOR SHALL NOTIFY THE VILLAGE OF DEERFIELD (847415 WW) AND THE VILLAGE ENGINEER OF DEERFIELD L547- 9155000) AT LEAST 72 HOURS PRIOR TO BEGINNING ANY WORK 49. UPON COMPLETION OF CONSTRUCTION. AS- BUILTS OF ALL UFIUTIES ARE REODIRED TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER AND PROVIDED TO THE VILLAGE OF DEERFIELD FOR FINAL APPROVAL FURTHERMORE UPON APPROVAL OF THE UTILITY AS GUILTS. REPRODUCIBLE COPES AND CAD FILES WILL BE REQUIRED BY THE VILLAGE OF DEERFIELD. INDEX OF DRAWINGS C1.0 GENERAL NOTES. LEGEND, ABBREVIATIONS LtD 1 .%F>iflI LI1NNN�� v,.`A 6 BENCHMARKS C20 LAYOUT PLAN C3.0 GRADING AND EROSION CONTROL PUMA C3.1 EROSION CONTROL NOTES AND DETAILS C4.0 UTILITY PLAN AND SANITARY PROFILE C5.0 CONSTRUCTION DETAILS C6.1 CONSTRUCTION DETAILS C5.2 CONSTRUCTION DETAILS ABBREVIATIONS A LEGEND LtD 1 .%F>iflI LI1NNN�� v,.`A E.ISTI. PROPOSED DESCRIPTION - - -- -� - -� RIGHT -OF -WAY LINE DATED THIS MYOP .AD-MM ILWW LICENSED PROFESSIONAL ENGINEER Call48 hours before � IAlI I PROPERTY LINE (EXTERIOR) By /VV If MYLIENBE ENSILES ON NIMEMBER it De ft LOT LINE INTERIOR) - - --- - - --- EASEMENT LM y -_ _ --� - :- FENCE LINE - - - - - CENTERLINE O O PROPERTY CORNER - 7•", - 710 CONTOUR OwC DRAWING CURB 6 CUTTER - E.I DEPRESSED CURB L GUTTER ELEV zs REVERSE PITCHED CURS 705lX . 706.0 SPOT ELEVATION F L CL FRAME L CLOSED LID TOP OF CURB ELEVATION 7 71i EDGE OF PAVEMENT ELEVATION FES - UTILITY STUB I -- )- - }- -j-- SANITARY SEWER -• �- -i I~ SAMTARY FORCE MAN -y}- - > -7-- STORM SEWER -- 1F - W - WATER MAN - V -- G - GAS MAN HDCP HNDICAP UNDERGROUND TELEPHONE - TIE --' - TIE L ELECTRIC DUCT SANK - ,. - E -- BURIED CABLE - ELECTRIC - -7 - -T BURIED CABLE - TELEPHONE IE INVERT ELEVATION UTILITY STRUCTURE WIN CLOSED LID - LF CURB MET LP ® DRAINAGE STRUCTURE WITH OPEN LID LEFT ME FIRE HYDRANT i 'E m VALVE N VALVE BOX MONITORING WELL ® GATE VALVE IN VALVE VAULT D NOT N CONTRACT / NOT NCLUDED POST INDICATOR VALVE I NORMAL WATER LEVEL A THRUST BLOCK OL OPEN LID TREE PONT OF CURVATURE PCC TREE LNE J - o-- CONCRETE HEADWALL }- P SUBMERGED HEADWALL PL PROPERTY LINE FLARED END SECTION -> - +-0 GUY WIRES 4 Q FLOOD LIGHT PUBLIC UTILITY EASEMENT PVC UTILITY POLE 3:1 ❑ "a D{ x D+O •-O LGHT STANDARD • O - TRAFFIC SIGNAL POLE 0 0 HAND HOLE REINFORCED CONCRETE WE -� SOX BORING 11 1jT IRRIGATION HEADS ZT T SIGN SFM O TELEPHONE MANHOLE v O MOMTORNG WELL gr ■. TELEPHONE PEDESTAL , 3 ST TRANSFORMER PAD STMM STORM MANHOLE UTILITY TO BE ABANDONED TANGENT LENGTH OR TELEPHONE &12- x= "fy FEATURE TO BE REMOVED T/P TOP OF PRE STORMWATER ROW DIRECTION [� TY STORAWATER OVERFLOW ROUTE TYR - -- DITCH CHECK UTILITY POLE A Y I 1- INLET FILTER BASKET VERT )S'.>s RP RAP WEST • BOLLARD --S -SF- SILT FENCE ® WATER MAIN PROTECTION C01 UTILITY CROSSING LABEL GUARDRAIL RAILROAD TRACKS ® RETAINING WALL ( j REVSDN DELINEATION CONSTRUCTION LIMIT LINE A-- N-r- -e TREE PROTECTION FENCE ABBREVIATIONS A IUUPAwIlCF26LD DEB IFISH MM 111W @ LtD 1 .%F>iflI LI1NNN�� v,.`A BENCHMARKS m^ 101AND OF IAI�CVQ( /RGb AB0Uf R9 N4T FAJf OF THE CFMERINE ML3atgCF10M OP BNMBlRH ROAD AND lANOiCOOT RAND E3EYATION•5W AUNDE DRAINAGE CERTIFICATE STATE OF l/1POB I �, COIIRIUOP l,A1B ) OAT ®Tf! DAY PJ?QffMKWM ENCINEWS CE nE7CATiON l JONM0.9aDWM.AL1tF PFIIIW PROFESSIONAL OlErAKWA BY W COMPANIM THAT* WPERSOW.OIRBTIOL TO 1T9aSA[N. OPN. MBMfQm ®TD 8E WE0 AM AN MFJXM . PAFTTOFNO N WNIIMCTHOII NTTM TE pROECf8A�1GT10N8 ANO OONTRACFDOOAMFMB ' LO�18 ilIf0/1TI8ILON TDT e/L/L eM Lylfi Excavators VL/V.O7LYLlJ WQ BET PA NAIL M OP 02M N BRUMINU 0 PATH ON THE EAST WE OF SN.M6R8 RpAO ABOVEas PIPET NORM OFTEQ]fNFJ81E M13RSTIONQ6MS�NRCWO NOI/11SsGOO'[MAD. ELE34AT10N- L/]UAGIA BLaFa BEf CUf OfOBS M CPRIOJ N LX3NCAETE WIMX ON THE 9O7TH BIDE OP LANE.COOKRd10 ABOUFIIR PFPTEABFOF TE CDOpBX'E NTERSECTON TO THE BENT Of OR 0210VAJ3 TAD BEU17. THE DRAW W THE BURFAM WATERS MILL NOT BE BN. OAN,E,"TECOPMRUCTION/f THE! PROJECT` OR ANY PARF TNQEOP, OR THAT P BLICH SMI AO! OWSQR MR ATTORNEY FOR OM/RQ WATERS ORAIMOE INIL BE CVW40M RFABONANE PFROYBAB HAVE BEEN MADE FOR COLL TON ANm OIVEICONOFLIOI RI6ACE WATETB NTOPIH/CARSA4 OR DRAM NRwoR THE NR®NDFRWISA BY A=BnW F>4OJO PRM7FCm BO A REDUCE TIE UBDgOO M OAYAOE TO THE ADpN NO Y 4lIOL9 PROFESSIONAL EN®IEBR PiOPPRfY BECNAF OP THE CONSTRUCTION OF THE 81.®M9OIL STATE REGISTRATION NUMBER DATED THIS MYOP .AD-MM ILWW LICENSED PROFESSIONAL ENGINEER Call48 hours before � IAlI I OFBAUBHB ROAOAM LAB: -ODOR ROAD. ELEVATION •N U,SOJL By /VV If MYLIENBE ENSILES ON NIMEMBER it De ft ABBREVIATIONS A ARC LENGTH B -9 BACK TO BACK OF CURB SIC BACK OF CURB BLDG BUILDING BM BENCHMARK B/P BOTTOM OF PPE By /VV BUTTERFLY VALVE N VALVE VAULT C L G CURB AND CUTTER CB CATCH BASH F CENTERLINE CL CLOSED LID CO CLEAN OUT OF DUCTILE IRON PPE OIA DIAMETER OIWM DUCTILE IRON WATER MAN OwC DRAWING E EAST OR ELECTRIC E.I EXPANSION JOINT ELEV ELEVATION E/P EDGE OF PAVEMENT EX. EXISTING F L CL FRAME L CLOSED LID F L G FRAAE L CRATE F L OL FRAME L OPEN LID FES FLARED ENO SECTION F -F FACE TO FACE OF CURB FF FINISHED FLOOR FIG FINISHED GRADE ' FH FIRE HYDRANT F/L FLOW LINE C GAS LINE GV /VB GATE VALVE N VALVE BOX GV /VV MITE VALVE N VALVE VAIOLI HDCP HNDICAP HOPE HIGH DENSITY POLYETHYLENE PPE HDW HEADWALL NOR HORIZONTAL HP HIGH POINT HWL HIGH WATER LEVEL IE INVERT ELEVATION N INLET LF LINE AL FEET LP Low PONT OR LIGHT POLE L LEFT ME MATCH EXISTING MH MANHOLE 4W MONITORING WELL N NORTH NIC NOT N CONTRACT / NOT NCLUDED NWL NORMAL WATER LEVEL OC ON CENTER OL OPEN LID PC PONT OF CURVATURE PCC PORTLAND CEMENT CONCRETE OR PONT OF COMPOUND CURVE PGL PROFILE GRADE LINE P PONT OF INTERSECTION PL PROPERTY LINE PP POWER POLE PRC PONT OF REVERSE CURVATURE PT PONT OF TANGENCY PUE PUBLIC UTILITY EASEMENT PVC PONT OF VERTICAL CURVATURE OR POLYVINYL CHLORIDE PIPE PVT PONT OF VERTICAL NTERSECTDN PVT PONT OF VERTICAL TANGENCY R RADIUS OR RIGHT RCP REINFORCED CONCRETE WE ROW RIGHT OF WAY S SLOPE OR SOUTH SARI SANITARY SF SILTATION FENCE SFM SANITARY FORCE uAN SHIT SHEET SHW SUBMERGED HEADWALL SMH SANITARY MANHOLE STA STATION ST STORM STRUC MIRE OR STORM SE, STMM STORM MANHOLE T TANGENT LENGTH OR TELEPHONE TIC TOP OF CURB T/P TOP OF PRE T/W TOP OF WALL TY TYPE TYR TYPICAL , UP UTILITY POLE VC VERTICAL CURVE VERT VERTICAL W WEST w4 WATER MAN COPYFM;HT 2010. FJG DRAWINGS MAY WT BE REPROOUOIED WITHOUT PERNISSWK TAKEDA CHILDCARE CENTER GE$K�D O.LARODB TAI®AP AFmvCEUTICAL3 NORTH Mk OTC. Hms FUJIKAWAJOHIP ON OOI EL AROIITECT3. OTC. HALVORSON & PARTNERS ALVOE DIGINEEfSIG V3 Cowma 9, LTD. DANIEL WEOBM,116'ARIIO:It9. LTD. BMW �ASSOCIATEA, = >v GENERAL NOTES LEGEND, ABBREVIATIONS & BENCHMARKS dwm I -b-1.0 O V M W O V O w SOCCER S 89-58-31- E 738.37' 738.42'] V I WI -C-j I T aaiaswm Esm- % TAKEDA CHILDCARE CENTER 20280 S.F. 11 -7 - ---- - ------ ---------- ------------------------ m SURFACE PARKING (283 SPACES) o a�. 1 �. CXNTFUGHT2MO. FJO DRAWOM MAY MM BE REPRODUCED WnHOLrr PERhOSSM kp — TAKEDA ME =Ml"WM= CENTER DEOW83.0 Bi.24M awl 0 TMQMA PH#J*MXXArrr-ALS AWW"ll. W- / FUJW"A J0H?MM PJtCHrrEM W- -PARKING SUMMARY KALVOR" & PAFn?dM ALVM aama� V3 CowmaFA Lm. M2 DAMML WERSOCH A PARMIM LM aMW & ASS=AM& W- LAYOUT & PAVING PLAN 20 0 20 .0 r•20• SC�e FEET - b-2. 0 TWALPANIMO 0 WVA= I -C S 2 (j -X� PAVWQ LEGEM TAKEDA ME =Ml"WM= CENTER DEOW83.0 Bi.24M TMQMA PH#J*MXXArrr-ALS AWW"ll. W- / TAKEDA CHILDCARE CENTER DEOW83.0 Bi.24M TMQMA PH#J*MXXArrr-ALS AWW"ll. W- / FUJW"A J0H?MM PJtCHrrEM W- KALVOR" & PAFn?dM ALVM aama� V3 CowmaFA Lm. DAMML WERSOCH A PARMIM LM aMW & ASS=AM& W- LAYOUT & PAVING PLAN 20 0 20 .0 r•20• SC�e FEET - b-2. 0 COPYRIGHT 21mc. FJG DRAVVDM MAY NOT BE M-RODUCED WrTHOUT PEAL PE I . 610.1 691 691.o 618 z TAKIMA CHILDCARE CENTER 213.280 Fk:i_ 691.0 - SOOCER Jn �ib 4 611.0 x % i�p .. . ........... ... 9. p. i ............... ............... I so 6" J 6- . : 1ti , uR --- - ------ .... . .............................. - --- - -- -- - --- - ...... - . .....................- . ....- . ...- . . - ...- . ....- . ....- ... - - - ..- . .... ................... . .. x . - ----- ..................... ... . ....... 7. mrr ,V8 3. 7 9. Y X am�� `:z "Im- Owil -------- ---------- x a Z, lid 6 x c4; -y: ..... ....... . . .. .......... . ..... .. S. . ...... .... 15 .. . ..... . ..... L - — _- . .. . ....... ... 22— 17, ­ 'N' ---jr & F 3 4 2 x . ......... TAKEDA . .... ...... . . . .. ....... re 1;f,�. TA , " . ; - 1 :1! , - CHILDCARE KED -,:�z A PAR CENTER a f x . ...... .. x PK4F*AACEUnCALS NORTH AMl M 7 ;7- "Y H24ES x Jr. 3 �6- 4 J& bo fz, 6.1. r.,! FUJIKAWA JOHNSON GG13M v -4 x ARCKrrECM INC, F Y. HALVORSON & PARMSM 6�i 7. BI 4 PC o"r, VFligl V�, T! ALVINE ENWNEERINO -o, C37. V3 COMPAMMA LTD. -x' I �` y , _ sa�, `wrt`, , . r �• E'� R, \„kiT u / j` \ -x x' l•):, x i --- ._-- _ --� —�— _._ i-=- `-�• n7C � "- % -Z, ri ro 6 7 F DANCEL WENBACH a PARTNERS. Lm. 1 19 68 7: "E PARKING 687.2 SURFAC (244 SPACES) SAKO & ASSOMATES. M 7.2 + GRADING AND x x /K 6 3 7 . 0 7 EROSION CONTROL PLAN \ ... F - x "E 'o, 20,1 40 ��i 20 %o N 6 8 % ea % - FEET 3.0 4Q 0 OWN bo O qu IT. u1.0 U.: UG. s X T- R E'� 7. 9 04��a� R �,3.a 1. 1 691.0 COPYRIGHT 21mc. FJG DRAVVDM MAY NOT BE M-RODUCED WrTHOUT PEAL PE I . 610.1 691 691.o 618 z TAKIMA CHILDCARE CENTER 213.280 Fk:i_ 691.0 - SOOCER Jn �ib 4 611.0 x % i�p .. . ........... ... 9. p. i ............... ............... I so 6" J 6- . : 1ti , uR --- - ------ .... . .............................. - --- - -- -- - --- - ...... - . .....................- . ....- . ...- . . - ...- . ....- . ....- ... - - - ..- . .... ................... . .. x . - ----- ..................... ... . ....... 7. mrr ,V8 3. 7 9. Y X am�� `:z "Im- Owil -------- ---------- x a Z, lid 6 x c4; -y: ..... ....... . . .. .......... . ..... .. S. . ...... .... 15 .. . ..... . ..... L - — _- . .. . ....... ... 22— 17, ­ 'N' ---jr & F 3 4 2 x . ......... TAKEDA . .... ...... . . . .. ....... re 1;f,�. TA , " . ; - 1 :1! , - CHILDCARE KED -,:�z A PAR CENTER a f x . ...... .. x PK4F*AACEUnCALS NORTH AMl M 7 ;7- "Y H24ES x Jr. 3 �6- 4 J& bo fz, 6.1. r.,! FUJIKAWA JOHNSON GG13M v -4 x ARCKrrECM INC, F Y. HALVORSON & PARMSM 6�i 7. BI 4 PC o"r, VFligl V�, T! ALVINE ENWNEERINO -o, C37. V3 COMPAMMA LTD. -x' I �` y , _ sa�, `wrt`, , . r �• E'� R, \„kiT u / j` \ -x x' l•):, x i --- ._-- _ --� —�— _._ i-=- `-�• n7C � "- % -Z, ri ro 6 7 F DANCEL WENBACH a PARTNERS. Lm. 1 19 68 7: "E PARKING 687.2 SURFAC (244 SPACES) SAKO & ASSOMATES. M 7.2 + GRADING AND x x /K 6 3 7 . 0 7 EROSION CONTROL PLAN \ ... F - x "E 'o, 20,1 40 ��i 20 %o N 6 8 % ea % - FEET 3.0 4Q 0 OWN bo O qu • . N TA)EDA - CHILDCARE CENTER ANTICIPATED CONSTRUCTION ACTIVITIES AND SEQUENCE: INSTALL SOIL EROSION AND SEDIMENT CONTROL SEISC MEASURES EriM w «d srmoLE. an rD OO F 2M% Fm MAY NUT BE e) STABIUZED CONSTRUCTION EMTWCE bl SELECTIVE VEGETATION REMOVAL FOR SILT FENCE INSTALLATION �r sSOeMSrum..SL.osmreoLOOmaL nrsrl .---I u..o�e I osa. nirzo ..ono W..srK.x .MTp f SiOVAL 6 ox SiOE. REPROOUT.IED WITHOUT PF�SSION. b SILT FENCE INSTALLATION d) CONSTRUCTION FENCE AROUND AREAS NOT TO BE DISTURBED sEDDUxrsno. �z�.Ie7a, ca«smL NErTZ� ' 2 ITrT _ REMOVE AND RELOCATE ALL PLANT MATERIAL TO ATEMPORARY LOCATION ON SITE (SEE LANDSCAPE PLANS FOR TREE PRESETTVATIONIREMOVAL I FORMATION} cmm: rnan� rm m: �..�u: vn awuians am r.m xs 'rte ' CLEAR AND GRUB SITE AS NECESSARY. I CONSTRUCT SEDIMENT TRAPPING DEVICES AS INDICATED. . co.Tm rr,nvs aw . Lamcrrrn .n ro Txr. `rm STRIP TOPSOIL AND STOCKPILE WITH PROPER EROSICNCOMROLONSITF nmxc. smerarxrD .aizmn;:..acoLSL.a+m:.ccs rto r,.L .lei Irl e..l..0 _ �-. TEMPORARILY STABILIZE TOPSOIL STOC40LES (SEEDAND SLT FENCE AROUND TOW OF SI.OPq. _ c rm TEwoa,..wrnv„n-r ls.ss.o.mu.:. c,LCn..n.,,orns cmw. .ar.nrnmv „nr.om:.x„rcw.rusnuaw_ ,ocgs .,o Epcss ;i. :iw�oc•la. .nrt. r.mrc C„ PERFORM MODIFICATIONS TO E)05TI1G OUTLET CONTROL STRUCTURE AS a slnTSSy m.n..m.r..mw PLAN VIEW SECTION A -A sTOUm.c INDICATED IN THE PLANS. GRADE SITE AND PLACE AND COMPACT EXCAVATED MATERIAL IN ALL AREAS Ln...e..lv..rrx asn.r. I TEMPORARILY STABILIZE EXCAVATED AREAS (AREAS OR EMBANKMENTS W TH SLOPES GREATER OREGUAL TOJH TO IV SHALLBE STABILIZED WITH STAKED r. . m..zu. Sxua...o earn m w. nrl.xr inn.,.n ..w se» u,ra ecru- v.Lr.uL x..v lavu.a nzlr.iu.nzL s, r av1 .., (' 'Y ` A AV' \ omr eAU.o yR,� nYn' VA . RACE SOD. MAT OR BLANKET. IN COMBINATICN WITH SEEDING. r ... Tl:.r uE w wu a a,cruDn arum Lxnnnrnn .:wr. se / .s,r - . I ALL CONSTUCTED OR MODIFIED STORMWATER CONVEYANCE CFNMAES S HALL ITHIBH a aDUSx .m srmOn�Hr- na.�.a.rs uwz n-v awe f � i NOTES: : NSTALLSTORM OI INSTALL STORM SEWER TARY SEWER WATER MAIN AND ASSOCIATED INLET ANTI a we • AND OURET PROTECTION. TION. 1) TEI PCRARLY STABILIZE ALL AREAS THAT HAVE REACHED FINAL GRADE m1°"��. x vmm .rSS.w m r.,. la.x.TS .asr v "a �u r, ox.sr« a....a s.SiE sxaL eE Lac.Tm eEr.¢. nc iors0. L sTOCwa ro orr-srz oaorER 2) INSTALL INTERNAL SITE ROADWAYS. ACCESS DRIVES. PARKING LOTS. PARKING r.Drrm a.�t. sx.:u uroL.m.. nu x.o.itn •� SIDE ELEVATION _ `r. z. aErEnExct s x..OE rD r:c ar Era acr.. rox x.rfw.LZ w STRUCTURES AND BUILDINGS. • o ` "ORS .a Kr s. zraoot�o w oars. JI INSTALL FINAL NNDSCARNG/VJD PERMANENfTLY STABILZE ALL AREAS. L ono-ow.rvenr.urt r rn�mlK:1.P n.s o.a.i Sxr K Ian 0 T.rD D. SEEDED .Iiw ; o y REMOVE N.L TEMPORARY SFISC SOIL EROSION AND SEDIMENT CONTROL u. A• ^ Ai.: o .,o wLL . n.Eiola.t.si.E 4E.K0 a.r. s..cE s Or cD.afro. i E MEASURES AFTER THE SITE IS STABILIZED WITH VEGETATION �yl u cD.c.tIT ...:So.'s Dr Dal Sx.LL H .T UrSi ritR .w -IS'. E-EE v} -. K..F to Tsx txlrwi SOIL EROSION AND SEDIMENT CONTROL MAINTENANCE MUST OCCUR EVERY TWO ”" "' `�D,.a ro,cwiauLOV.x.cnm:,rw.,u., z I:cOU°'.acrE -a`rlu wlw nv0.a,°CC.r�,E"Er,Om���.:a a.ss SECTION 8-B Gpsn:crr is t` s. sfolc a *x.wcD�er Io IS wu eE —D ro w0«nr RSODSED 6 w . (cnlrs. E16 AND PETER EVERY ;S NCHI OR GREATER RAINFALL EVENT. CONTRACTOR TO 1' .emus•. rra>. .sSSnsrnswnOL,,r<nv,nursualm >n� ,.:a 111 co..nr .rsrsvEP sus MaT «x¢5 Sx.>, e[:.wi.reD.0..eE wri iwsol STOCan[ NFRRM TO ALL REQUIREMENTS AS INDICATED IN THE'STORMWATER POLLUTION Sx.11.cD.sirKrzo «ws aE. Eu«.rcD xrD v..LL a TA—ED a.r .,cx rre:c E. VENRON PLAN FOR CONSTRUCTION AS PREPARED BY VJ COMPANIES •. _ s.wl nu. w..sT u rs srnw_ +r nnr. srzx.rwr ..v.. a mxn yuwovi re- 5 .cca.lm re ::..r.cilrES S.ECelc.no.s. Br KvLLrt. • PRO%IMATE CONSTRUCTION SCHEDULE : _v..r. L m.CwTEnm n..ru,, ,.ET..wi.LV .n s ..E InEO TK. wuL .ccomlm r0 TK ..mr.cTlrE. s M ..'.LLT. sxclr lc.rlm. JULY 2010- AUGUST2010 .ra_.n. Sec.n.ES .ur u.A:TUn ..s mu:e.�.r Txt ri.avu n o w ' rcuas��tei�awH:e. a >.e se. 1.. rasT w .am TOOT .li, .1.1.. rTYINSTALLATI ON: AUGUST 2070 - OCTOBER 2010 A'ANG INSTALL OCTOBER 2010 -APPoL 2011 ATION: RIAL GRADING: OCTOBER 2010 -APRIL 2011 TAEUSH PERMANENT VEGETATICK APRIL 2011 -JULY 2011 SEDIMENTATION AND EROSION CONTROL NOTES CONSTRUCTION ACTIVITIES AND SEQUENCE STABILIZED CONSTRUCTION ENTRANCE PLAN TEMPORARY TOPSOIL STOCKPILE DETAIL 1. Sd P tE and ( .mate or TAL -b..h . 6-irh 2. Mb h 6S. gr7M. r fehrle b -d, pod .161 = O.e) Yldl n.rltr.l dwp trwch up.bp. ebn6 the TEa d t. pad D minaT.rm d 3 (Dew) Tmt.w. pr P.at Ord brd.wd po.b ncv.TE o.EL z• Seolrt oc rKVCD awE w Lsl -E,KD ixs vcE�r r . r zr..Es .dArd to U. b ft- d U. Or.dp > 'ATM. A. 1mt.I.re ichSd. dppls. ENP li.+. U.71. > C d p.• fo.t td P-t. ..EONIZ PM eb YdAk Is Wdr— R�K d I-m 6./I he9Nlz abe.. gtuns 30 In .® . l FP.Owrs (bP) r �y �K co a- 6 in. I I 8 Ei .. E S Tp Crll¢ 21�1N�V EW � rzTOreh R..r..ri.re T.d.r.bea MAIN 1 BaWO and canppd 11. aTxohd pe6 rnehrtdA O.bm.oe ASIM04M 1 I a�a� -MdY.I �N Fohrk �rdon I 1 - Xsedlb. dbdoe 460 (rrto N. b.ndl \V rt x[x.as a TEX E rSeac r.r S—S � : —L ftirds.y AETTMD4401 0.0-1 xeiES: urwfL rir.r I ec l mQ IIEW ASTMD4m Lm- App.d 1 ME s Bn r .CK 0" L.YY I.Yr ARTY DL$ Dx rRIKD .eK.s.V xrE SITE E"s r.m IL IZED. .' (.b/.e �N mOlLtu. //�_' Vibbrsp.dq.Tl.�rpvb SATIN xeiEi, SECTI . .e.r4rd L�� T. IxSKCt lox SxLLL Y rTr(alExT ..p .r TER R.I. EK.T RE..rR Dn REK.CExExi Sxul R x.DF W1TEc a /j1Nb6 B'IF KAW SILT FENCE DETAIL �V� Br STORMWATER MANAGEMENT COMMISSION IL .P .orL. .S sEDED. 3. IEKE SI14L K REW.ED .Kx SITE x.i KEx ST- LIZED. e TAKEDA CHILDCARE CENTER SILT FENCE DETAIL INLET FILTER BASKET INLET SEDIMENT TRAP DEERF®.D ILLINOIS TANEDA PHARMACEUTICALS NORM AMERICA INC. HOES FUJICAWA JOHNSON GOBEL ARCHI TECM 01C. HALVORSON A PARTNERS ALVIE ENGiN EEFL740 V7 COIMPANES. LTD. Dk4tF1 WE4 BACH & PARTNERS, LTD. ewco 8 AssOMTES. INC. EROSION CONTROL NOTES AND DETAILS s1sv "V V --- - -------- aw : Rw _ rt� _ - - o � o ---- ----- - ------ ---- — - °l a a; R„ TAKMA CHILDCARE CENTER 20.280 S.F. ............ .. . ....... . .. ............ .................................... .......... ......... .. ...................... LAM- . .................... .............. ....................... \ ..... ............. .. I --- -------------------------------- - --------- ........... ............... --------- ------------------ --------------- - T .................... V7) � kayo —w- . .. . ......... Rik .... . .... . ........... . .. - .......... m . -2� ......... .... . . ............... .. ........ . . . . ...... ......... — .. ....... . �6 ........ ... ... . ........ .... . ....... ... . .......... . . . ...... .. . ............. ... . . ........... . . . ......... . ... . .... ......... .. % . . . .......... KEY MAP LMLrrY CROSSING (ag) 0 9) ... . ..... TUI NE 4 —�F L=- 17— z C FFmM.W ............ . ........... . ...... .... .. ...... . ... ........ . . . .... . ..... ... --- KEY MAP LMLrrY CROSSING (ag) 0 9) - Zl;� " l--7 - 7 - 'l z =z COPYFUGHT 2010. FJG DRAW94GS MAY MW BE PEFDASSX)PL TAKEDA CHILDCARE CENTER DEBWOM BJJII TAKIMA m-mozeuncpLa NORM AWRIC& W, NOJFS FUJOUMA JOHNSON GOBS I t=a —pM DIIPOEI WEINBACH & PARTMEM LM. =a =MTES — UTILITY PLAN AND SANITARY PROFILES 20 0 20 .0 ­20 SCIE FEET ,--I C-4.0 I— 114 Q O DAYCARE FACKM L=- 17— FICUTY FFmM.W FF-GM.00 sm O 0 03 co eat ® j ems sAwAR pRoFiLiE SM gY PRO RIA IIMMY PROFILE I SA als - Zl;� " l--7 - 7 - 'l z =z COPYFUGHT 2010. FJG DRAW94GS MAY MW BE PEFDASSX)PL TAKEDA CHILDCARE CENTER DEBWOM BJJII TAKIMA m-mozeuncpLa NORM AWRIC& W, NOJFS FUJOUMA JOHNSON GOBS I t=a —pM DIIPOEI WEINBACH & PARTMEM LM. =a =MTES — UTILITY PLAN AND SANITARY PROFILES 20 0 20 .0 ­20 SCIE FEET ,--I C-4.0 I— 114 Q O . I I • i' eeli JOI+i f.l5rl+i El... 7/77n On11WS SO6K[ CORSE elrwllnous e11aR cawY KC CWiE YY Cii C01.µ20 510OI.NE �ilEmF�oeo ImtrnJ ai�dmem aiao�i oo.e:o�soiad 4e0d D.IAAORM QF•Mrm ALL011 Alrmlo6 QaQ nlAel•MCns L eRA- !I/EQi• ter_ f �1 ' BUTT JOINT TRANSITION DETAIL I I PARKING STRIPING I .PAIN ED ACCESSIBLE STALL SYMBOL I ACCESSIBLE PARKING STALL DETAIL I CURB OUTLET DETAIL RESERVED PARKING $ 250 FINE aCCESSIYE P •1 rx t35p 1114 5101151 C+ 1x•.1s' wi[SIDr R1 -1101. 1x K OEVRESYO c �E1ERE C. w. d 'c- eE YE CYM Pala Atall. s Luxor wxr.cE WiiER ELJO I i --E IrE ELErat- IT-.. 11TC. REVERY 1111 C. ET a.w 0.00 IL. K I -0.0x11 .0.0311 ELO• LIK 1-0.0 /ll TIC N' 1 �a�sen +GEES: 1. C— E.Cf14n1: vROrIOE J n0.5 .— eaPS. t0 LdG. REIKOICE— CEn IERfO OVER .LL IRExtx [ROSSIxGS. x. ExE.xsld Jolxr. rt.cE a Eros 6 uL Ran. S' d Eacx slof a oR.ln.¢ slRDCiwfs .xo ar . nr�R.us sx ELR=L Cwe a wrrER. nmrrrc b s- i'E' DOrtL eaRS +l ix 1' 01.. OSaY Cav ixRUlf RVa+SId JO +s. 1 i. xl<I eliO111915 ILL[R +R rERlu 1. J. C I +r: vRDrIOE x' OfEV CdiRKtld JOlxri ar fS'rintER�ut r� x'<' L. E /RR d 3'K' CEni�RS y1µ1 Y �A 1.1 _En C— Is 101,511! 1O v.C. J,lll1. S. vRMIOE i x0. 6.i' -i" LOnO iIE a t0 COV4ti ExIs11+0 u�p K. CORE uo OO 14 0 mOD/CI LAIOIOMlr01 C000. lYID P1Ciil /OI �6 AIM iIm RYYfw. MoLJM /lDeev�1m16FA JItpI C0A V iAI D• dR.iliilgl IMHOF,! oz. 75 11 '1, EXPANSION JOINT DETAIL ' ACCESSIBLE PARKING SIGN I B&12 CUNT AND GUTTER I PIPE BOLLARD DETAIL I CONCRETE SIDEWALK WITH REINFORCEMENT I J mo ACDON JONT DETAIL I �1J j1� i ilE eaR yVVdi CO /RCECO SuiUJOE .— .TE SICCAJOf KCAEW r[ 4Y COYKE • BJY COPSE AI Yi0/ OTAe� Allen d EIMR mIIwM:1A I-F mm1DINAL CENTER JONr TRANSVERSE CONTRACTION JON! AJrae ruldJe Vaiq nL.lzO ruEEy ORevQ mFOlwiXliMrwliOB•.•i EadoenwclLia. L YE lMCSCME d.VmCS Ed fAyr aO —T. NO•IUi10+, BRURIDNOUS CONCRETE PAVEMENT I CONCRETE PAVERSEPTT I CONCRETE PAD WlRONFORCEMENT GRAVEL TRENCH DETAIL COPYRSGNr 2D% FIG DRAWNW MAY NDr BE RBRODUCED WR1pUr PE FOOSSICK TAKEDA CHILDCARE CENTER DE89:03M RLNOIS TAIGMA AIAW/ACEUTIC/1LB NORTH AME NG MMES FUJIXAWA JOHNSON GOBEL xav® NALVORSM A PARRER4 ENGMEEMG DANEL WmMACH & PAOFM LTD. SA (D.O A AS =ATE. CONSTRUCTION DETAILS C -5.0 • • 4*4 116*3 .47- V O C , 1 O O �� NOT 1 R.41 J mo ACDON JONT DETAIL I �1J j1� i ilE eaR yVVdi CO /RCECO SuiUJOE .— .TE SICCAJOf KCAEW r[ 4Y COYKE • BJY COPSE AI Yi0/ OTAe� Allen d EIMR mIIwM:1A I-F mm1DINAL CENTER JONr TRANSVERSE CONTRACTION JON! AJrae ruldJe Vaiq nL.lzO ruEEy ORevQ mFOlwiXliMrwliOB•.•i EadoenwclLia. L YE lMCSCME d.VmCS Ed fAyr aO —T. NO•IUi10+, BRURIDNOUS CONCRETE PAVEMENT I CONCRETE PAVERSEPTT I CONCRETE PAD WlRONFORCEMENT GRAVEL TRENCH DETAIL COPYRSGNr 2D% FIG DRAWNW MAY NDr BE RBRODUCED WR1pUr PE FOOSSICK TAKEDA CHILDCARE CENTER DE89:03M RLNOIS TAIGMA AIAW/ACEUTIC/1LB NORTH AME NG MMES FUJIXAWA JOHNSON GOBEL xav® NALVORSM A PARRER4 ENGMEEMG DANEL WmMACH & PAOFM LTD. SA (D.O A AS =ATE. CONSTRUCTION DETAILS C -5.0 • • 4*4 116*3 .47- V O C , 1 O O �� < 1 I 1 CCPYRIGHT2DS0. DRAWINGS MAY NOT BE F REPROOLMED wiIHWr WNMAWAVANWA P.vEKxT w r w ipvTpl _ _ w m 0.A OD O •R PEFOQSSIO . I�I(7III , ry TYPE 4 RuRS i TYPE B RL10'S oot a e 06u _ _ g OR To T Y[ xOR n,OrKRPLY i3yt iVF�' iaw D,+t it �� '. J •D• 7�• CaatalO COTE YCTUx CAG�viED�; ILNa • •a •K < RASPS AT ALLEYS OR ENTRANCES Iv „� `i.e• . I RY - a,�- /�: ��ri/ E[6iwG ..wOLE OEJVL ), :`'. GENERAL NOTEST'txc�'- ns< . TYPE A TYPE B SECTION A -A a •�fO9"'nO'• .°•A.a. e.•. w RECOMMENDED LOCATION OF RAMPS DETAILS OF RAMPS °'° •" ',y�'b'0a °• 12A• Gt.¢ tDE uE)ERCV� �„�,v m - W e. aa•.a.� � rr_ ,. sEx ­­TS •RE KCESSU,r. rxEr'lt Y KRrORKD . I ry bra[ � I KK nTT11 UOTCCa av / _.>,. r .�° r� w 'T L ' , �% j �. e , IY L unrrr s.t•• °v °��,R ,k .. - ' b �''° r•r - 5.•w,an .rn ac _ 1 n d I, O P F o r n s C (l IMDMf M s W. 6F51516 OIL: di? Y I In - P1 LD - DIM "Aalk P[0 IM 89.33 -70B YO l WPRa . 1 WWx AD Ix IIiI , 0 x �PRE C•Sr xCDUR1 EIIE R ORps IVO-xS E. =20"E­ i0 WE 1. 11.1 IKKS. }. •P0.♦ • EDIT IruOa ­ER OF xD•- •�•RDExrrc rREKOrKDD BIT olxW> x•Silt x•iERlu IRIl -R-K. DIE 2 5, rO E • • Ixr PKVExi IKLDr. NOTES: t TKKx B•CVLL niw w C�inG ••vED 4M/Q Swll C695I O< rLO +btE ILL A A •..• , m. RAW PROFILE -i r~ .e <x•P rd ,• w3, O1fIr1I'I. W>L11Ei JILLY3A 171ME11Op 6 R( IB]T}R [ NAIIM[ all ffm IC awl L46 l kRl N BOB RDTADAS S ff% LIS17IR lU: P:IfrP 1, alEx bJDSr,ERi nEIGt E.CEEOS a xunRE RE cwSrRUCiIDI IS KaIKO. WETac p0T5 sECEE•rIM rDl CPITR¢iLD ow srRTNGTP x•r[m•L asn vc . - DE i4tt OF <IOE CURB SOf6. BC IT A0 1 OT O IN N [ OTU ARC IBL8i2 3. TWx S I ••RxxAI •WIS x.a K ­LED 5••»•: : r e . •, •, LEGEND .• a ... MRS M 9 K=R ��1 W 6NI6 N60:1 D[ OIQ/l O U31>9:BT IF:S. VC /UPW W OI •I" tmzm TOM DC K1 WAS [Ilr.{t nr. CO.oACT[D wilvE x•rEUa. ]. at IRErD• E. -ATas swu 1 DVU KaualEnrz ,sue e•w[t —I BE E.11—. r.o IECT I- FITT CURB RAMPS FOR SIDEWALKS BIKE RACK DETAIL MANHOLE ADJUID ST Ni DETAIL PIPE TRENCH DETAIL ji ^' µ� DET41L B © Ro+ " ^' -^" -"^" ` STANDARD 424001-05 Yi ` - K[xw a•IatJ, nin STMx' o COVER xoaC—IE TbC•RE m xu.,oinc rC RaIOV KD b D i0 - r IDr vECFi•iAYI OvCR TOP r.K •.- x...aLE Kx R -,)U E , PREY•Si COxCRETC wcs wlwcD Ir•., s•KA •RCb t0 a 0� �DD vElYr•IUx OvER iM b TrK awv. ' • �:r�ec ``�.F��, raR9E0 BUTYL q�R iTPICM S •hrn1EINM( STEPS RUE, qL KR3 R1P5 .5, _ _I_ n[IS IU 41 I [� P I fi - TRUNCATED DOME DETAIL JI IE—V `• v� SQUARE PATTERTRIANGULAR PATTERN DETECTABLE MaRN[NGS DETAIL t PA£0. ERTSW DDrMY ;OR•M tOD TER SLDV:. • KR aaEi •ry YC IOra •i N.VI EDpnrf�R•l R tOrESr YCigx a «ur ••KD •RE1 J Ka -ET M nros Dn.w SOCK •RO,IO PPE. / \ .- S.M U2aax Bua¢t 1A11 A A / ' / w COxCPEi[ B.tS[ Cbi niEGna n,. wRCSI ebREL Ycrox _ . w.T•W WY•Ox NOTES ° NOTES: I a•• S —T co.raml To aarx c -. )e. I. xr..DEZ aIT caKORx TO bix r ^)a. 3.. +UlE YCTpS i0 BE iDGt w0 fJt00vED. 'Z "'• -.... CURB RAMPS - 3. x•r•q( YI,— To K rOxDE avU CROOVTU. J. BCKKI WSi BE wgVKD a at Siglx YKR .—ES. e:lloRr`"cP :ui.P°°EE KKStttOrat[irSlY a:=«" B°° "° ]. W+-AEC•>i DKKUS SwEt B[ CORED "° RSUBER BDDTEO. .. xOR aL KaE rR•rds aaoE •ra DursoE TAKEDA �.._... '° ^ FOR SIDEWALKS ��' s SLaA:TUK. 4 PR rD B[ EDRED. RL®ER BOOTED a sTRUETwE. S >. NL PP[ PEKTR.rU,I> r0 BE EDKD. RL9BER BODTED RAN 5D /�� y,Ky� .hw.r a +, n rtr+ia:.-a KL M RCVaEO n-W .p• �REKrR�D.; .wD wiER KvaEO nb.-M CHILDCARE °�O "' ° °•' ""'� STANDARD 424001-05 _.... _E2._ ..._ ' ACCESSIBLE CURB RAMPS FOR SIDEWALKS FINGER DRAIN DETAIL TYPE A S, B STORK MANHOLE DETAIL TYPE A 8 8 CATCH BASIN DETAIL CENTER OEEi®.D [JJNOIS x6BAf_ B rbm0®v- TAl®A PHAIAU10EUTICALS - telou_JI Rrwnan nvr. �ftll�°Ly,v . .. - NORTH AI�tICA NC. zroua_ x rol olS[I .•mar . at6cc_ x Irc�ian ran_iv_ M amlDa m.twrsoc r tawaDaPa am 50 B3wp _ Seet3o3 I IT'(0 n En® - - ­E MO CC•PECigx DETrLS vBO. daN Y[ DEia.z d Ivy SKEi raeo, —.0 E.aT•c rloR b min0 L . } -.o �-- oaECTa.. �-' uECiux s- w �•�"�.�••••° HIES ,• r. a .° FUJKAWA JOHNSON GOBEL AROUIECIS, NO •� as w Bea ry uelE . —i —_ . E. HALVORSON A PART}EFW -. VSIAlD 1 CREAX 3 Kr • • IT c Em as[E, .: nnC- an RsTciaav c c f [ • a rDS.«0E6 CD . iA a. IDvROsPrOEC SrE aD aP > B9an.r . D �.0 E1 n .•u EuY.rn. COxc. - w�ea�A° h w O°OW^ A� TES� TD. . L° aI� ®.° ' DlDNILNBUR __ xDYr M[KL OKrPIO rCa IEPD[9Y DYwO.E a)a.00, �' DANEL wmeAO9 a PAaDETLS. Lm. Kar[Karn ,asi.c o•sa aK..a: es- Dti..c. [ usm ��� . . .._........ E'.. ..._.,..._:......'. +.:�..__.._. sTDE e..Y •.. SAW iASSOQATES•NC. IIA A /IA A / \I/ _ 8" x 16 =M. ®® ,ee 511 1r•O[ Cdc•[IED SECTION A -A PRDOC�ioR Dx00iE 9i, m.® a G 0g, Ras .,_�raa wTE; cvsi.c wTEEr slmcrwE sr a -r ro rK acxsoxs CONSTRUCTION DETAILS ly�s';�{•y ^5t5+Y EtEV.Iq<S .6C•rE0 w IrR DET-- YSni•:1 V & W DRAT/ SASIN DETAIL MODIFICATIONS TO EXISTING OUTLET STRUCTURE ST. 15 -1 CS IpeuOl }ISD•YGn a'e!- q10�.)::. vPS S3 M W �W v 3_ J qfl O O I \1 VALVE BOX • K[R.0 a fa.K . YI..G LD iB 'SI.r�TLr KEa.n a -n!x ralC e w .rq Rao.pEo YInG lR44 Lq }OSq i�YI NO COKEIED q}pge —ET YI Lq. RCUUOtE YO FJr r C.Si NTO COVE. uO a�CO.G PUOMED atiU !.SCI Ip COKEIFO �{ pCgpLE .,0ar St•.LCSS STEEL BIp Cra.[T YI ,¢0 V.tw d=6 I.OpSrED P —C 4•- —E VERTCI wr`�eP�i -.,ti d coK'ssc:q L° YI..G uz w caK coK w n.i rw. x*r Ga.OE .fNf'bVfl iRF,a .aan � rIE wiB v K BOe 51.8IICR iYE OE i.I • KGIOC. w .RPUOVCO EOU.a. BRIS SBIE BE Vi YOU -i(F � .m nrra �� Tu �ewu r.r rpas� 3 .E YvatWr raK. put 11E r.rdrT ;;'14 1=71 ..o 0 Ud u 10 ..at. HYDRANT INSTALLATION DETAIL - p S1er0 IINOCnFE - —STEEL MFaUI EYPUCMf BUp R�rpLE BEaCrq.O. L111J__. _ Kcfa.,rT. BErw[ oret]rc rgFl tr X010. •�� � /� � ` .DUSrw.T QOiC3TlE .9eC OKR .cwEUrz B.IXiti b� NOTE: L .LL BE.OS w }} v}' — I—ER —1 Y SOCKO .rt AT LE.Sr q- M. rOLPED M — 1-1E BLKUS —ST Up6ttIpED KRTCI F.RTU E. IL COKRL iC IO Y —U- R ]. O tK .BOVC 1—T BLOCU.U? IL KC..ICI SOxri. DEMS OKa p YO I.2 .—TS SUIL ruK —EGIL - REST —T, K f.aCCR.q Dtv6gU. B0. S SUIL R'CwfiEP'. Mv4ED 9 -p THRUST BLOCK INSTALLATION DETAILS L SEV2R PPE - a- LEo'Elll —Cl SETS ST.MESS STEEL SECTION .. paT SlD.YI E.TFUSgU iRVr(Ciu�aiq�m r ,p, NOTES: i. wK -aau cpcu.R OPF.aq n...oLE ..0 ar o..nFtca IO rrt M ISOUaED BOOT S4E. i .w -a SFI iLEwLF a118BCR BOOT (uwf.E. R N 7 ip.. M UCr 'EE lm S.w1 K bE0 �KC`�dm.BOE i. C-1 YIS Sn.LI BE .v4i LIE° OU IL —T.aT YKU P L-11 1'fE rzRDn.i [dxECTgU. SITE. U...plES. - S.WY M SLOPE Kir .ENT —1 w IK Eg31w0 ]. COUCAFR BU.CU !w SYDOIM «pa faDY K>• Slar.a! Sf`RR }.-01Erz.- I YIS.Y S . TKCLO E.TE xµ YI w b w.w.nrEmIE aE BL x / !n` ;n�Y�Y /I.\ w EO,.. F' •. t]f EO— Ox N CE—ETF w OE9C4 w n nIPgLF —1 SEI ME RCGIRO. . ..l Srp O,S.o. .NCU w. ,CCWUIx.tE O✓bC iK COUSTROCMU Pa tSi 3. Cr..ET YIS SUIL K .6TILE0 N .CCpprCE Brie iK NOT uI•f.CTWEaz .SrRfCTpUS, } uu.pt %T fp. Q.p[s wa - ` •. RCVrsEO nu -o. RDT to stxF _ aLN4E0 ri -o.-o. EXTERNAL CHIMNEY SEAL SANITARY MANHOLE -TYPE A SANITARY SEWER CONNECTION TO EXISTING MANHOLE E] j D•IW, }350.Y1.. ubx01U• �l;]t PN a 1.000 GALLON GREASE TRAP (SUN 3) GE, ,- w P.•wOSEO — �ii�W, �vTn�`�i u� �r1, D. � atRa 1. K — =rs o o Di.gr sa w' Wwrsgt - IM rd m UO o—� rKi[0 NOTES: `qa [ w O= atpC,c nal�sT—T. r@ir�i OvOm�T ]a�oonfrtii CiROEapc iratOma K n �ruvS.0 b1 rw rs( vq[. u w � �Ifcu:w.aa zrR K� u etOZZ � �S'�Q ri OR C�w Lcu Dr zr.nely ti.(. a.qs ro a ad ..r mew tans. R R r slr rwpsac aru r. —'rt Is �. Msm mater rDm`n sELd rK ssKW� s�etD�.peKa ..rta .�n��sw IS :. Y SE-1 wMOassv,LKS .Ka r ..r w3cTSw aw n n a.EllD a ...EK. . a. 3 —E. TK s.c a.0 ss pssv 4w�K YKR. Tvz O.vaSrC OKR ..rtnR a� IR.CKC.wc IRO.4z —T— TO Sra '— aEV6E0 ry wATERMAIN CROSSING DETAIL CaPYfLGNT 201% NO RLIWMGS MAY NOT E f�FmDUL� WfINOIlT PER1093bN- TAKEDA CHILDCARE CENTER DESWURD Lu mla TN ®A PHAMW 6 MALS NORTN M�C/L MG HMES FWU%WAJ0 MSON OOEL ARCHRFCM. MG NAWORSON 8 PARTNER.4 - ALVME ENOD� YJ COWANE . LTM DARn WESBACH & PARTM3M LTM SNCO •ASSOCIATES, p CONSTRUCTION DETAILS Vii_\\\ E11 11�� !d • �i \ \\ ;w; tll 11� •d ........... . a 1.000 GALLON GREASE TRAP (SUN 3) GE, ,- w P.•wOSEO — �ii�W, �vTn�`�i u� �r1, D. � atRa 1. K — =rs o o Di.gr sa w' Wwrsgt - IM rd m UO o—� rKi[0 NOTES: `qa [ w O= atpC,c nal�sT—T. r@ir�i OvOm�T ]a�oonfrtii CiROEapc iratOma K n �ruvS.0 b1 rw rs( vq[. u w � �Ifcu:w.aa zrR K� u etOZZ � �S'�Q ri OR C�w Lcu Dr zr.nely ti.(. a.qs ro a ad ..r mew tans. R R r slr rwpsac aru r. —'rt Is �. Msm mater rDm`n sELd rK ssKW� s�etD�.peKa ..rta .�n��sw IS :. Y SE-1 wMOassv,LKS .Ka r ..r w3cTSw aw n n a.EllD a ...EK. . a. 3 —E. TK s.c a.0 ss pssv 4w�K YKR. Tvz O.vaSrC OKR ..rtnR a� IR.CKC.wc IRO.4z —T— TO Sra '— aEV6E0 ry wATERMAIN CROSSING DETAIL CaPYfLGNT 201% NO RLIWMGS MAY NOT E f�FmDUL� WfINOIlT PER1093bN- TAKEDA CHILDCARE CENTER DESWURD Lu mla TN ®A PHAMW 6 MALS NORTN M�C/L MG HMES FWU%WAJ0 MSON OOEL ARCHRFCM. MG NAWORSON 8 PARTNER.4 - ALVME ENOD� YJ COWANE . LTM DARn WESBACH & PARTM3M LTM SNCO •ASSOCIATES, p CONSTRUCTION DETAILS PLAT INFORMATION SHEET NUMBER OF PLAT PAGES SECTION TOWNSHIP LEGAL DESCRIP710N CHECK (4) TYPE OF PLAT: ❑ ANNEXATION /DISCONNECTION ❑ CONDOMINIUM ❑ DEDICATION ❑ EASEMENT ❑ VACATION Image# 047030160057 Type: ORD Recorded: 12/13/2010 at 04:37:31 PM Receipt #: 2010 - 00067562 Pape i of 57 Fees: $56.00 IL Rental Housing Fund: $0.00 Lake CountV IL Recorder Mary Ellen Vanderventer Recorder File6681464 ,5 RANGE i2 ,j�K OTHER ❑ SUBDIVISION (enter subdivision name on line below) IF THE PLAT RECORDED WAS LARGER THAN 11" X 17 ", THE ATTACHED COPY HAS BEEN REDUCED FROM A SCANNED IMAGE. ORIGINAL SCALE PAPER COPIES OR DIGITAL IMAGE FILES ARE ALSO AVAILABLE FOR PURCHASE — PLEASE CALL (847) 377 -2678 FOR MORE INFORMATION U: \Forms \PIatlnfo \F`Ia 2007n 12.00 PMersheet for Scanning.doc Revised: February STATE OF ILLINOIS ) COUNTIES OF LAKE AND COOK' ) SS VILLAGE OF DEERFIELD } } i 1111111 111111 III Ill(i IIIII illlllllil IIIII IIIII11111 IIIII Illll IIIII Illll ]III Ilil Imape# 047030160059 Type: ORD Recorded: 12/13/2010 at 04:37:31 PM Receipt #: 2010- 00067582 Pape 1 of 59 Fees: $56.00 IL Rental Housing Fund: $0.00 Lake County IL Recorder Mary Ellen Vanderventer Recorder File6681464 The undersigned hereby certifies that she is the duly appointed Deputy Village Clerk of the Village of Deerfield, Lake and Cook Counties, Illinois, and that the attached is a true and accurate copy of Ordinance 0 -10 -18 "An Ordinance Approving a Preliminary and Final Development Plan For a Childcare Facility For Takeda Employees as an Amendment to the Takeda Park Special Use Industrial Planned Unit Development in the I -1 Office, Research and Restricted Industrial District ", as it appears in the records and files of the office of the Village Clerk. Dated this October 21 2010 r o. SEAL r.a �co�•c�:r.� • ...fi. NNIF L. DAVIS Deputy Village Clerk Submitted by: Village of Deerfield 850 Waukegan Road Deerfield, IL 60015 F� 1 �� 1 VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -10 -18 AN ORDINANCE APPROVING A PRELIMINARY AND FINAL DEVELOPMENT PLAN FOR A CHILDCARE FACILITY FOR TAKEDA EMPLOYEES AS AN AMENDMENT TO THE TAKEDA PARK SPECIAL USE INDUSTRIAL PLANNED UNIT DEVELOPMENT IN THE I -1 OFFICE, RESEARCH AND RESTRICTED INDUSTRIAL DISTRICT PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 6th day of July , 2010. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 6th day of July , 2010. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -10 -18 AN ORDINANCE APPROVING A PRELIMINARY AND FINAL DEVELOPMENT PLAN FOR A CHILDCARE FACILITY FOR TAKEDA EMPLOYEES AS AN AMENDMENT TO THE TAKEDA PARK SPECIAL USE INDUSTRIAL PLANNED UNIT DEVELOPMENT IN THE I -1 OFFICE, RESEARCH AND RESTRICTED INDUSTRIAL DISTRICT WHEREAS, Takeda Pharmaceuticals North America, Inc. ( "Owner "), being the owner of a certain 70.4 acre tract of property located at the northeast quadrant of Saunders Road and Lake -Cook Road and legally described on Exhibit A attached hereto and made a part hereof (the "Subject Property"), has petitioned the Plan Commission of the Village of Deerfield pursuant to the provisions of Article 6.01 -C, Paragraph 5, Articles 12.09 -C and 12.09 -F, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and pursuant to the provisions of a certain Annexation Agreement by and between the Village of Deerfield and the Owner dated January 18, 2005 (the "Annexation Agreement'), for approval of a Preliminary and Final Development Plan for a childcare center for Takeda employees as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District; and, WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on May 6, 2010 to consider Owner's proposed Preliminary and Final Development Plan for the development of an approximately 20,280 square foot, one -story childcare facility with capacity to accommodate approximately 200 children as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District, said hearing being held pursuant to public notice and conforming in all respects; in both manner and form, with the requirements of the statutes of the State of Illinois. and the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the proposed Preliminary and Final Development Plan for construction of said childcare facility, together with the evidence and supporting materials offered at said public hearing, submitted its written report to the Board of Trustees of the Village of Deerfield recommending approval of the Preliminary and Final Development Plan for the development of an approximately 20,280 square foot, one -story childcare facility for Takeda employees with capacity to accommodate approximately 200 children, including a modification to the requirements of the Deerfield Zoning Ordinance to allow children's play equipment/structures to be located within the required 50 -foot rear year of the Subject Property, all as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District; and, WHEREAS, the President and Board of Trustees concur in the recommendation of the Plan Commission and are of the opinion that said Preliminary and Final Development Plan for the Takeda childcare facility should be approved as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District, authorizing and permitting the construction, development and use of said childcare facility in accordance with said Preliminary Final Development Plan and in accordance with the evidence and supporting materials submitted by the Owner which are incorporated herein and made a part hereof by this reference, including modifications to the requirements of the Deerfield Zoning Ordinance as specified herein; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the above and foregoing recitals, being material to this Ordinance, are hereby incorporated by this reference and made a part of this Ordinance as if fully set forth herein. SECTION 2: That the President and Board of Trustees do hereby find that the Preliminary and Final Development Plan for an approximately 20,280 square foot, one -story childcare facility for Takeda employees with capacity to accommodate approximately 200 children, including a modification to the requirements of the Deerfield Zoning Ordinance to allow children's play equipment/structures to be located within the required 50 -foot rear year of the Subject Property (collectively, the "Childcare Facility "), fully complies with the requirements and standards set forth in Article 6.01 -C, Paragraph 5, Articles 12.09 -C and 12.09 -F, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 3: That the President and Board of Trustees do hereby authorize and approve the Preliminary and Final Development Plan for the Childcare Facility as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District authorizing and permitting the construction, development and use of an approximately 20,280 square foot, one -story childcare facility for Takeda employees with capacity to accommodate approximately 200 children, including a modification to the requirements of the Deerfield Zoning Ordinance to allow children's play equipment/structures to be located within the required 50 -foot rear year of the Subject Property, subject to the conditions, regulations and restrictions set forth in Section 4 of this Ordinance. SECTION 4: That the approval and authorization of said Preliminary and Final Development Plan authorizing the construction, development and use of the Childcare Facility as an amendment to the Takeda Park Industrial Planned Unit Development is hereby granted subject to the following conditions, regulations and restrictions to the extent that they apply to such Childcare Facility: A. That the construction, development and use of the Subject Property shall be in accordance with the documents, materials and exhibits comprising the Final Development Plan for the Childcare Facility attached hereto and made a part hereof as Exhibit B. B. Owner's initial and continued compliance with the provisions of Ordinances 0- 05 -18, 0- 06-41, 0 -07 -31 and 0- 09 -05, and with the Final Development Plan for the Takeda Park Industrial Planned Unit Development heretofore approved for the Subject Property, as amended. C. That the Owner of the Subject Property shall fully and completely comply with all of the terms and conditions set forth in that certain Annexation Agreement by and between the Village of Deerfield and Takeda Pharmaceuticals North America, Inc. dated January 18, 2005. D. Owner's initial and continued compliance with this Ordinance and with all applicable provisions of the Development Code and Zoning Ordinance of the Village of Deerfield. E. Full and complete compliance with all of the terms and conditions set forth in the Development Agreement by and between Takeda Pharmaceuticals North America, Inc. and the Village of Deerfield, a copy of which is attached hereto as Exhibit C. F. All representations submitted and made by Owner to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield. SECTION 5: That the corporate authorities of the Village of Deerfield do hereby approve the Development Agreement for the Childcare Facility, a copy of which is attached hereto Exhibit C, and the Village President and the Village Clerk be and they are hereby authorized and directed to execute said Development Agreement for and on behalf of the Village of Deerfield. SECTION 6: That the Final Development Plan for the Childcare Facility, hereby authorized as an amended Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District, shall be binding upon and inure to the benefit of the Owner and Owner's successors, grantees, transferees and assigns. SECTION 7: That the Village Clerk is hereby authorized and directed to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at owner's expense. SECTION 8: That this Ordinance, and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b) legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. [This Space Left Blank Intentionally] SECTION 9: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 6th day of July , 2010. AYES: Benton, Farkas, Jester,Oppenheim, Seiden, Struthers (6) NAYS: None (0) ABSENT: None (0) ABSTAIN: None (0) APPROVED this 6th day of July , 2010. Village Preside t ATTEST: dd4. "'� illage Clerk EXHIBIT A LOT 1 IN TAKEDA PHARMACEUTICALS, BEING A SUBDIVISION OF PART OF THE SOUTH HALF OF FRACTIONAL SECTION 31, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 13, 2007 AS DOCUMENT NUMBER 6226756, IN LAKE COUNTY, ILLINOIS. EXHIBIT B 1. Statement of Intent and Summary of Proposed Takeda PUD Standards and Master Plan Traffic Evaluation and Circulation Assessment by V3 Companies, Ltd., dated March 29, 2010 3. Childcare Center Final Development Plan by V3 Companies, Ltd., dated March 29, 2010 a. Drawing C -2.OA Childcare Center Final Development Plan 4. Colored Elevations by FJG, dated March 29, 2010 a. Drawing A-45.0 - Building Elevations b. Drawing A -45.1 - Rendered Building Elevations 5. Plans by FJG Architects, Inc., dated March 29, 2010 a. Drawing A -3.0 - Site plan b. Drawing A -11.0 -Floor plan c. Drawing A -25.0 - Roof plan 6. Exterior Structure and Signage Elevations by FJG Architects, Inc., dated March 29, 2010 a. Drawing A -10.0 - Signage and Fence b. Drawing A -10.1 -Exterior Structure Elevations c. Drawing A -10.2 -Retaining Wall Elevations 7. Landscape Drawings by DWP, dated March 29, 2010 a. Drawing L -1.0 - Overall Landscape Plan b. Drawing L -1.1 -Rendered Landscape Plan c. Drawing L -2.0 - West Landscape Detail Plan d. Drawing L -3.0 - East Landscape Detail Plan e. Drawing L-4.0 - Notes and Details f. Drawing L -4.1 - Plant Palette g. Drawing L -4.2 - Plant Palette h. Drawing L -5.0 - Irrigation Plan 8. On -site Lighting Drawings by Alvine, dated March 29, 2010 a. Drawing E -1.0 -Site Plan Electrical b. Drawing E -1.2 -Site Plan Lighting c. Site Lighting Cut Sheets 9. Civil Drawings by V3 Companies, Ltd., dated March 29, 2010 a. Drawing C -1.0 - General Notes, Legend, Abbreviations and Benchmarks b. Drawing C -2.0 - Layout & Paving Plan c. Drawing C -3.0 - Grading and Erosion Control Plan d. Drawing C -3.1 - Erosion Control Notes and Details e. Drawing C-4.0 - Utility Plan and Sanitary Profile f Drawing C -5.0 - Construction Details g. Drawing C -5.1 - Construction Details h. Drawing C -5.2 - Construction Details P ' Takeda Park Childcare Center Statement of Intent (April 22, 2010) Takeda Pharmaceuticals North America, Inc. is requesting Preliminary and Final Development Plan approval for a new childcare building at its Deerfield campus to be known as the Takeda Childcare Center. The Childcare Center is being constructed as contemplated by the Takeda Master Plan. The Master Plan is described in the Annexation Agreement dated January 18, 2005. The Annexation Agreement permits Takeda to seek simultaneous Preliminary and Final Plan approval for any buildings that substantially conform to the Master Plan. Below is a brief description of the new building and how it conforms to the approved Master Plan. Building Improvements The Takeda Childcare Center will be located north of Takeda Parkway and just north of the remote delivery facility as contemplated by the Master Plan. The Childcare Center will have the capacity to accommodate approximately 200 children. The Childcare Center will be a one (1) story building with an approximate building height of twenty (20) feet and will contain approximately 20,280 square feet of gross building area. The new Takeda Childcare Center will be a contemporary design with durable materials that will compliment the modern architectural fabric of the Phase I and Phase II buildings. The building materials for the new Takeda Childcare Center will include a high performance glass set in an aluminum glazing system consisting of vision and fritted glass, a painted metal frame, pre -cast concrete continuous stool, a stone derivative opaque modular panel and a painted metal and glass entrance and people canopy. A finish sample board will be provided at the Village meetings. The Takeda Childcare Center consists of sixteen (16) classrooms, support and administrative areas including but not limited to a kitchen, storage, offices (Director, Assistant Director and Program Coordinator), parent resource room, staff break room, a large motor skills room, a learning resource room, a laundry room, toilet rooms, a nursing room and an activity room. The required fenced -in exterior play areas will surround the Childcare Center allowing classrooms to directly access the play areas. Parent drop -off parking will be located directly south of the new building in the new parking lot being constructed with the Childcare Center. Employee parking for the Takeda Childcare Center will be in the surface parking lot north of Building 3 across Takeda Parkway from the Childcare Center. 5267470 03104171 0 , O /0- 6 1 s6 Two new signs will be added to the Takeda campus in connection with the Childcare Center. The signs are being constructed in accordance with the Village Zoning Ordinance requirements. A monument sign with a 3' -6" x 7'-8" face which sits on a 6" high concrete base, will be located on the median between the existing service drive and the new driveway for the Childcare Center. The sign features ledge stone to match the building exterior and is clad with a stainless steel plaque that reads "Takeda Childcare Center' the sign has one 27 square foot face. The monument sign will be landscaped with groupings of rose shrubs that are about 2'— 3' in height and with a mass of ornamental grass behind the wall which grows to be between 4'- 6' tall. The monument sign plantings will connect to a larger planting bed that extends across the island to the east and which contains more mixed perennials and flowering shrubs. A building sign will be located on the south building fagade between column lines M and N and will feature 8" high black lettering which reads "Building 10 ", the total building area attributed to the building sign is 5 square feet. Each letter will be individually wall- mounted with concealed fasteners. The lettering type will match Takeda standards. Finally, directional information that reads "E— Takeda Childcare Center' will be added to the existing sign located off Saunders Road. Site Improvements Takeda's Phase I and II development included all major infrastructure that will be required for eventual full buildout of the Takeda Park Master Plan. This included all right of way, signal and turn lane improvements to Lake -Cook and Saunders Roads. In addition, as part of the Phase I site work Takeda also completed Takeda Parkway, the internal connecting loop road, which was also constructed to accommodate full Master Plan buildout. As a result, there will be no traffic or roadway improvements required for the Childcare Center development. To facilitate the flow of traffic at the Childcare Center all traffic will circulate one way around a loop created by using different entrance and exit points from the road, and traffic will be directed by one -way signage which will be installed in connection with the improvements. Takeda performed site grading of the northwest corner of the property, north of Takeda Parkway, to accommodate the Takeda Athletic Field Improvements and the new Childcare Center development as part of the Phase II Mass Grading Improvements pursuant to an early start permit granted in accordance with the Annexation Agreement. Stormwater detention for the Childcare Center will be provided in the existing dry detention basins along the west side of the Takeda property, along Saunders Road. Minor modifications will be required to these basins to provide the required detention volume. As part of the Phase II Mass Grading Improvements in this area, storm sewers have already been constructed to collect runoff from the Childcare Center area and convey it to the detention ponds. Water and sanitary sewer service stubs were already provided to this area as part of Phase I construction, so only short service line connections will be required for the new Childcare Center. The building is surrounded by a series of landscaped garden spaces, which directly relate to the functions within the building. The east, west and north sides of the building contain classrooms which open directly into three large, park -like play areas, landscaped with shade and ornamental trees, shrubs, perennial flowers and lawn grass. Play structures, many of which are made of natural materials, are woven into the fabric of the gardens. A wide variety of ground surfaces, material colors and textures, and floral fragrances are interspersed throughout. Unlike traditional playgrounds, these gardens will offer a vast number of different experiences, many relating to the natural environment. The south gardens are not accessible from inside, 5267470 03104171 2 EK.6 but are more visual. Adjacent to the central entry is a hardscape gathering space for adults as well as children. The drop -off / parking area to the south of the building is separated from the outer road by a landscaped island providing screening from the road and the truck docks across the road. The island landscape will consist primarily of shrubs, perennial flowers and ornamental grasses allowing for visibility by security cameras. Hedgerows are located along the west side of the play gardens to protect from the strong prevailing winds from the west. Leadership in Energy and Environmental Design Takeda views its North American Headquarters Campus as an opportunity to create a highly visible embodiment of its core values, which include health, wellness and a commitment to the environment. To accomplish this Takeda will continue to participate in the U.S. Green Building Council's Leadership in Energy and Environmental Design (LEED) program. The LEED rating system is the nationally recognized benchmark for accomplishment in the practice of green building design and construction. Phase I received LEED "Gold" certification, and Phase II has targeted "Gold" as well. While similar certification for the Childcare Center will be more challenging, due to the fact that LEED standards increased in 2009 and the fact that the center is a smaller building located on a more confined site, Takeda has continued its mandate to pursue LEED certification as a vital and necessary aspect of campus development. A number of building design and operational features have arisen out of LEED program participation. HVAC, lighting and other building systems will meet energy efficiency standards. Water use will be reduced by using efficient fixtures. Low VOC (Volatile Organic Compound) emitting materials (adhesives, sealants, paints, carpets, composite products, etc.) are specified for construction, and indoor air quality will be managed and monitored. The Childcare Center will follow the same managed recycling program used for Phase I. Notably, the building's curtainwall design was heavily influenced by the path of the sun and the intent to minimize solar heat gain in the building, while still providing plentiful sunlight to the building's occupants. Solid, opaque materials along the southern exposure of the building block extreme heat gain where the sun's rays are most direct, while the three other faces of the building are comprised primarily of glass. Storage and mechanical areas for the building have been placed behind the opaque segments of the southern curtainwall, while all of the classrooms in the facility are bordered by a glass exterior to ensure exposure to sunlight. Additionally, skylights will provide natural lighting in the long east -west corridors of the building. Compliance with Master Plan and PUD Standards The Childcare Center is an approved special use under the Annexation Agreement. The proposed Childcare Center Plans substantially conform with the approved Master Plan by providing onsite childcare for the Takeda employees. The Master Plan for the Childcare Center was only conceptual, so no renderings or specific site plans were approved at that time. As Takeda developed the plans for the Childcare Center it became apparent that a reorientation of the building was necessary so that it faced south with the play area to the north rather than facing west with the play area to the east as depicted on the Master Plan. This change was driven primarily by the elongated, rectangular nature of the site north of Takeda Parkway. This orientation provides more outdoor play are for the children and allowed Takeda to build a larger building to better serve the needs of its 5267470 03104171 3 O /l& ♦� ( � ox .6 �.3 9 employees. Additionally, rather than using a large part of the site for parking, Takeda determined that to best utilize the space, the employee parking for the Childcare Center should be located across Takeda Parkway in the surface lot north of Building 3, and that only a limited number of drop off parking spaces would be included next to the building. The Annexation Agreement requires one parking space per ten (10) students plus one (1) space per employee on the maximum shift. The Childcare Center will serve approximately 200 students resulting in a requirement of twenty (20) parking spaces. The project design exceeds this threshold by providing twenty -seven (27) drop -off spaces directly south of the Childcare Center. Takeda estimates that the number of employees on the maximum shift will be forty-five (45) resulting in the need for forty-five (45) parking spaces. Two (2) employee spaces will also be provided on the south side of the building, and the remainder of the employees will park on the existing surface parking lot north of Building 3 across Takeda Parkway from the Childcare Center. The Phase II plans provide for 123 parking spaces in excess of the PUD requirement. The PUD requires 2,191 parking spaces based on the Phase I and Phase II buildings, while the Phase I and Phase II improvements provide for 2,314 parking spaces. Approximately sixty -one (61) of the extra spaces will be used for the Childcare Center employee parking. This allotment is in excess of the forty-five (45) employee parking spaces required under the Annexation Agreement. The proposed Childcare Center will meet all of the PUD Standards applicable to the site under the Annexation Agreement. A chart demonstrating such compliance is attached to this Statement of Intent and is also included on our Childcare Center Development drawing. Also attached to this Statement of Intent are proposed findings which are required by the Village of Deerfield Zoning Ordinance to be made for all Planned Unit Developments. We believe no new zoning relief will be required, except for permission to allow three play structures to be placed in the required rear yard setback. These play structures have dual purposes. During operation hours the play structures are miniature "tunnels" approximately eleven (11) feet high that will be located on the curvilinear bike path. The structures also have "windows" for the children to perform puppet shows. After hours, both ends of the "tunnels" and the "windows" will be closed and the structures will serve as play equipment storage. The play structures will be located entirely inside the Childcare Center play area fencing and will have minimum visual impact on the neighboring properties. Takeda requests relief from Section 2.03 -D(6) of the Deerfield Zoning Ordinance which does not allow accessory structures in the rear year of industrial districts to allow for the play structures to be located in the Takeda rear yard. We look forward to working with Village of Deerfield staff and officials toward finalizing our plans and beginning construction in the summer of 2010. 5267470 03104171 6x.$ 1.4 g r Findings in Support of a Planned Unit Development Pursuant to Section 12.09 -D(2) (c) of the Deerfield Zoning Ordinance, a Planned Unit Development shall not be recommended for approval unless the Plan Commission is satisfied that it can make the six findings specifically delineated in the Ordinance. Below we address each of the six findings: 1. Effect on Community. That the proposed Planned Unit Development will not be significantly or materially detrimental to or endanger the public health, safety or general welfare of the community. This shall include consideration of the impact of the development upon physical development, tax base, and economic well -being of the Village. The Childcare Center will be located on the interior of Takeda's corporate campus to primarily serve Takeda employees (presently it appears it will be 100% prescribed by Takeda employees). All external roadway improvements for the full build out of the Takeda Campus, including the Childcare Center, were completed in Phase I. The Childcare Center will provide new jobs which will create benefits to the local economy, and positive impacts to the Village revenue base in the form of permit fees and real estate taxes. 2. Effect on Neighborhood. That the proposed Plan Unit Development will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purposes already permitted nor will it diminish or impair property values within the neighborhood. The proposed Childcare Center as part of the Takeda Campus is entirely compatible with adjoining properties. Corporate office developments adjoin this site on the west, north and east. Commercial, office and institutional uses comprise a large part of the uses across Lake -Cook Road to the south. To the extent residential uses remain on Lake -Cook Road, they will not be affected by the Childcare Center, which is located on the northernmost part of the Takeda Campus approximately 1400 feet north of Lake -Cook Road, and will be minimally, if at all, visible from Lake -Cook Road. g. Effect on Development of Surrounding Property. That the proposed Planned Unit Development will not impede the normal and orderly development and improvement of the surrounding property. The Childcare Center was part of the Master Plan and will benefit the Takeda campus employees by providing convenient child care and will benefit the community by providing jobs. 4. Adequate of Utilities and Facilities. That the applicant has demonstrated that adequate sewer and water, access roads, drainage and other necessary facilities are present or will be provided. All necessary utilities and facilities are already present at the site. Water and sanitary service was brought to the site during the Phase I construction. Drainage will 5267470 03104171 04 D-10—(S ex.8 ).5 o6 I be handled on -site by existing storm water detention and retention areas on the west side of the site. The response to the next item addresses the access to the site. 5. Adequacy of Ingress and Egress. That the applicant has demonstrated that adequate means of ingress and egress designed to handle the traffic contemplated are present or will be provided. The development is located at a Tollway interchange and on major arterial roads which are designed to handle the type of traffic flows associated with this kind of development. Takeda's Phase I development included all on and off -site road infrastructure that will be required for eventual full buildout of the Takeda Park Master Plan. This included right of way, signal and turn lane improvements to Lake -Cook and Saunders Roads. In addition, as part of the Phase I site work Takeda also completed Takeda Parkway, the internal connecting loop road, which was also constructed to accommodate full Master Plan buildout. As a result, there will be no traffic or roadway improvements required for the Childcare Center other than a new access point off of the existing internal drive currently serving the Remote Delivery Facility. The Childcare Center is being built to serve the Takeda employees so it will not generate additional traffic except for the Childcare Center employees and possibility a very few Takeda employees who work offsite but may make use of the Childcare Center. Furthermore, the proposed Childcare Center accommodates all recommendations for on -site traffic controls and circulation and other matters as set forth in the Traffic Analysis Memorandum prepared by V3 Companies, Ltd. and submitted with our application. 6. Conformity to Regulations. That the proposed Planned Unit Development meets all the regulations of this Ordinance except as such regulations may in each instance be modified by the Board of Trustees. The proposed Childcare Center will meet all of the PUD standards applicable to the site under the Annexation Agreement by and between the Village of Deerfield and Takeda Pharmaceuticals North America, Inc., dated January 18, 2005. 5267470 03104171 6 O p 04 r x.8 1.(o t q Ri o n O J f v'L � t .R SUMMARY OF PROPOSED TAKEDA PUD STANDARDS AND MASTER PLAN The F.A.R., Useable Open Space, Impervious Surface and Lot Coverage measurements include 3.33 acres donated to the Tollway Authority as permitted per Lake County Ordinance and by the Parkway North Center Annexation Agreement. Per annexation agreement the land area for these calculations is 3,211,453 square feet. Phase I Gross Leasable Area is 315,064 s.f. and Gross Building Area is 387,100 s.f. Phase II Gross Leasable Area is 211,853 s.f. and Gross Building Area is 258,509 s.f. Childcare Center Gross Leasable Area is 19,500 s.f. and Gross Building Area is 20,280 s.f. The Phase I, II & Childcare Center combined Gross Leasable Area is 546,417 s.f. and Gross Building Area is 665,889 s.f. 5267470 03104171 7 TAKEDA TAKEDA TAKEDA PUD STANDARDS CHILDCARE CENTER ALONE PHASE I. II & CHILDCARE CENTER TOTAL FINAL PLAN ACTUAL FINAL PLAN ACTUAL BULK .4 FAR based on GLA with Tollway N/A .170 FAR based on GLA with Tollway SETBACKS Front/Corner -Side: 1544/1510 Tollway 229/221 Tollway 1389/1289 Lake Cook 360/225 Lake Cook 100/100 Building /Parking 674/628 Saunders 674/628 Saunders 52/136 Baxter 52/74 Baxter Rear: Building /Parking Building /Parking 50/50 Building /Parking MIN. 10% N/A 67.4% USEABLE OPEN SPACE MAX. LOT 40% N/A 10.2% COVERAGE MAX. IMPERV. 50% N/A 30.0% SURFACE BUILDING 90 foot max, with setback 20' -0" 90' -0" HEIGHT PARKING Office: 3.3/1000 GLA plus 0.7/1000 GBA Required: 65 (20 student + 45 employee) OFFICE: Required: 2,191 (1,739 + 452 landbanked) landbanked Provided: 90 (27 student + 63 employee) OFFICE: Provided: 2,250 Childcare: 1 per 10 students plus 1 per employee on the max. shift Note: 61 of the employee spaces are CHILDCARE: Required = 65 and Provided = 90. provided in the Phase 2 surface lot. The F.A.R., Useable Open Space, Impervious Surface and Lot Coverage measurements include 3.33 acres donated to the Tollway Authority as permitted per Lake County Ordinance and by the Parkway North Center Annexation Agreement. Per annexation agreement the land area for these calculations is 3,211,453 square feet. Phase I Gross Leasable Area is 315,064 s.f. and Gross Building Area is 387,100 s.f. Phase II Gross Leasable Area is 211,853 s.f. and Gross Building Area is 258,509 s.f. Childcare Center Gross Leasable Area is 19,500 s.f. and Gross Building Area is 20,280 s.f. The Phase I, II & Childcare Center combined Gross Leasable Area is 546,417 s.f. and Gross Building Area is 665,889 s.f. 5267470 03104171 7 vigin Tom Yj M'.r=Q. tee...^✓ DATE TO MEMORANDUM March 29, 2010 Gene Habrel, Takeda Pharmaceuticals North America, Inc. Village of Deerfield, IL FROM: John R. Brown, P. E. CC: David Bach, Hines Ivan Kane, Mayer Brown Rachel Kuipers Bates, Mayer Brown Greg Gobel, Fujikawa Johnson Gobel RE: Takeda Pharmaceuticals North American Headquarters — Childcare Facility Traffic Evaluation and Circulation Assessment The purpose of this memo is to provide a traffic evaluation and circulation assessment for the proposed Takeda Childcare Center within the Takeda Pharmaceuticals Headquarters site located at the northeast comer of the Saunders Road and Lake -Cook Road intersection in Deerfield, Illinois. A summary of existing conditions, traffic evaluation, and traffic circulation assessment follows: Existing Conditions A Traffic Planning Study was prepared by Gewalt Hamilton Associates, Inc. on October 1, 2004 for the total build -out of the site. The study identified that Phase I would consist of 380,000 square feet of office space, with the ultimate build -out consisting of an additional 1,030,000 square feet of office space and the possibility for a 200 -room hotel. Phase 1 is currently constructed consisting of approximately 387,000 sq. ft., which includes Building I, Building II and the Remote Delivery Facility. Phase 2 is under construction and will consist of approximately 258,500 square feet of office space. Proposed Conditions — New Childcare Center Based on the original approved study, all roadway and signal improvements have already been completed for the full build -out of the Takeda campus. The proposed Childcare Center is slightly larger 20,280 square feet), but still consistent with the full build -out Master Plan of the Takeda Campus. Therefore no further offsite roadway or signal improvements will be necessary at this point or in any future expansion that conforms to the full build -out Master Plan. Furthermore, based on site observations and subsequent discussions with Takeda, it is our opinion that the offsite improvements and internal site circulation as designed and constructed are adequate and functioning appropriately. V3 COMPANIES OF ILLINOIS LTD. • 7325 JANES AVENUE, WOODRIDGE, IL 60517 • PH: 630.724.9200 • FX: 630.724.9802 • V3CO.COM CHICAGO DENVER PHOENIX Page 2of2 Gene Habrel Takeda Pharmaceuticals North American Headquarters — Childcare Center Traffic Evaluation and Circulation Assessment Traffic Evaluation and Circulation Assessment The Takeda Childcare Center will be located in the northwest portion of the campus, north of Takeda Parkway and just north of the Remote Delivery Facility (RDF) as contemplated by the Master Plan. Access to the Center will be off Takeda Parkway via the existing drive to the RDF. At the intersection with the RDF drive, Takeda Parkway has 2 lanes in each direction, and therefore can accommodate the flow of traffic and the right and left turns for the Childcare Center. The Childcare Center will have the capacity to accommodate approximately 200 children and will have an estimated 45 employees on the maximum shift. The required parking per the Annexation Agreement is 1 parking space per 10 students plus 1 space per employee on the maximum shift. This would result in a total of approximately 65 required parking spaces. A total of 90 parking spaces will be provided, with 27 drop -off spaces and 2 employee spaces provided in the new parking lot on the south side of the Childcare Center, and 63 employee spaces provided on the south side of Takeda Parkway in the Phase 2 surface parking lot. Both the student and employee parking spaces being provided exceed the number required by the annexation agreement, and area based on input from daycare operators. The additional employee spaces are being provided to account for some overlap of shifts. In order to create an efficient, safe and simple flow of traffic at the Childcare Center, all vehicles will circulate through the site in a counterclockwise direction, with vehicles entering at the eastern driveway and exiting at the western driveway. The necessary directional signage and pavement striping will be provided to clearly indicate the flow of traffic. This circulation design has the added benefit of eliminating turning conflicts for the vehicles as they enter and exit the facility. All drop -off spaces are on the north side of the one way drive, facing the building, with direct access to a covered walkway leading to the main entrance. Children and parents will not need to cross the drive aisle, eliminating potential conflicts with vehicles and creating a safer and more efficient environment. As noted above, the majority of the employee parking will be provided in the Phase 2 surface parking lot on the south side of Takeda Parkway. A concrete sidewalk will be provided from the employee parking lot to the Childcare Center, with a pedestrian crossing of Takeda Parkway that coincides with the crossing for the proposed Athletic Fields development. Summary The offsite roadway and signal improvements meet or exceed the full build -out improvements indicated in the original traffic study, so there are no additional improvements warranted at this time. The interior site traffic and circulation is expected to operate in an efficient and acceptable manner with the proposed improvements as indicated above. End of Memorandum E:\2003\ 03225\ 03225 .DAY\Correspondence \M03225.DAY Gene Habrel 032910 Traffic Analysis.doc 0 n& o -lo -R YUAGE owmn Norm ) BT: •nC54 PLAN COMNISSIONERS CERIFTICATE •T z it i W. ., I 4i ;. - -, _I IN 3� vt 1� 7.: �la: it j it kf 511 �A H ve. Si ALL A M i is — 0• Cl — C— — — -- -- . 1. OWNERS CEITIDIFICATE wTm .r -T vAC PAL: —x F —T n: •rrzsn — —1 — — .1— TAM 04K=AW� IT.A. o wm�, � P 1 .1— '. in 1.99uJ299913VOM LGrIWTAKEIW WPARTCFT/E @0MHALFwFRAc OiIILm=mx%TtTrf mkmRnLRvma EMT wTw rs ES LmswwL A=v�sloyonEa.Lr -arm L KLP*JaQM EK WWWXlWU 0THERWfiWn0jM IL OW ARCHUOMRAL AIR L4,K=WE KPM FOR OU lAl•Wr. WT AM f PuT04U4AREM214QAFWE1AREAA T. ALL 2IIETIMiiiCAAD F45LLATURY $MACE M Ml[rm nARIW4e—VM WMSG D TMD�:LPHN lAtGMPOffMORACWMPAP(TM E M&60C"EeLMp e DUALBA BPGOMATXML TN® FMWI XKLALEPU FQRMOREWWOdA=K IL ALL FM LANE 8=LAQ+ BB M FMLF APPROVAL fff PARKING SUMMARY rtrrl DROP Off PARKING Lm REGUL4R - 258PACE2 ASE - 28PACES EMPLOYEE PARKING REGULM - GO SPACES - 28PACES V. fi.-I 7 7i Li i "e>— H ill ------------ H it lu 11 i 1 i 1! i.n ii ii 11 lij.! i i i. is T7 LJ 1 %Arm- , % % WWL•PIDID 1\ P 7�! W U TWEB��CEIOMPAF�Uff. TADEOA "I—. 01HHHH! HHHHHHHHM I it I Hili HHO i Hill L tr 4! HT I — F C- T� euAD •L I PAVING LEGEND I ------- --- . . . . . . . . . . --j j 7, 1 j Wff, TTMI i L) 17 r,17,7, 41 7 4, z I? M; /h To IKLLOE .1— ;III r ii COPYRIGFIT2014 FJG OUVVD= MAY Mar BE F43-ROOLCED WITHOW PEIMUSSM Image# 047030160057 Type: ORO Recorded: 12/13/2010 at 04:37 Receipt#: 2010-00067582 Page I of 57 Fees: $56.00 IL Rental Housing Fund: $O.00 Lake County IL Recorder Mary Ellen vanderventer Recor File6681464 TAKEDA CHILDCARE CENTER DEBW13M 11121013 TAICEOA P44FWJCEL1TIr1,LS NORTH AAEiK'JL w1;. HINES FUJW~ JOHNSON GORE L w. PACHrrEM Or- K4LVORSON A PAITT'NIM ALVINE EMG[KEEFtING LTIX SAM A #390=7M WC- -A! CHILDCARE CENTER FINAL DEVELOPMENT PLAN C2. OA so 0 w Mo .......... ...... :31 PM der IDS WOR•APE ORAMOgB PLR itsaaNArlLrp ------- --- . . . . . . . . . . --j j 7, 1 j Wff, TTMI i L) 17 r,17,7, 41 7 4, z I? M; /h To IKLLOE .1— ;III r ii COPYRIGFIT2014 FJG OUVVD= MAY Mar BE F43-ROOLCED WITHOW PEIMUSSM Image# 047030160057 Type: ORO Recorded: 12/13/2010 at 04:37 Receipt#: 2010-00067582 Page I of 57 Fees: $56.00 IL Rental Housing Fund: $O.00 Lake County IL Recorder Mary Ellen vanderventer Recor File6681464 TAKEDA CHILDCARE CENTER DEBW13M 11121013 TAICEOA P44FWJCEL1TIr1,LS NORTH AAEiK'JL w1;. HINES FUJW~ JOHNSON GORE L w. PACHrrEM Or- K4LVORSON A PAITT'NIM ALVINE EMG[KEEFtING LTIX SAM A #390=7M WC- -A! CHILDCARE CENTER FINAL DEVELOPMENT PLAN C2. OA so 0 w Mo .......... ...... :31 PM der LOSE fi4Z}! aY AllK nurE Atrn a.loo.rG rcu}n f+aust racreTe eA�e 7 T SOUTH ELEVATIONS elapse: urnrr o TvA.euaart xnrArts pN.�r Uf10't W } EAST ELEVATION E 6T�apf(a OFAA � d rera fAVA AIJ}7 YR}I iRAbNCBR R1T �f cart rvm YO 14MBiYl1F eJ11T9}I G4ED; !EF A -tlD fQ DCT46D LOSE fi4Z}! aY AllK nurE Atrn a.loo.rG rcu}n f+aust racreTe eA�e lm.E f1ATa[ d Atut none Aun aAOOfc r�..t, must ease 7 T SOUTH ELEVATIONS e¢idG C.�Grf W Tw.eur�rr eicnrJna W Wur [Arum o} EAST ELEVATION E piuoff nF.of imf m IVI}pL1C81T 100uf GYeWt DL 111 PD }1,NIfDW1Z em+dT'irD' eEZ A -IDO fCR pETAY —' tlTAl fKJ� ALUt eaart STPE .HFE4 lm.E f1ATa[ d Atut none Aun aAOOfc r�..t, must ease NORTH ELEVATION COPYRIGHT 2010. FJG DRAWMGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. 3119/101yy 3115/10 TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS _ TAKEDA PHARMACEUTICALS. - NORTN AMERICA, INC. ..a.e. =EmYx.�.® FUJIKAWA JOHNSON GOBEL ARCMTTECTS, INC. It=, PARTNERS ALV=E( INEERING V3 COMPAMES. LTD. DAXI L WEIPBl+LT7 a PARTNERS. LTD. SAKO d AsSOCIATT:S. MC. BUILDING ELEVATIONS 3w.1'-T ;-45.0 SOUTH ELEVATIONS EAST ELEVATION E @WEST ELEVATION 1 3 GGILF YS}' . }4 I KY5YY. efJtE , .f4 QQ5 QGQ QE QFQs QN QJQ QL QMQ I P asras.ce �.ro ru.nol.i� enatetr NORTH ELEVATION COPYRIGHT 2010. FJG DRAWMGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. 3119/101yy 3115/10 TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS _ TAKEDA PHARMACEUTICALS. - NORTN AMERICA, INC. ..a.e. =EmYx.�.® FUJIKAWA JOHNSON GOBEL ARCMTTECTS, INC. It=, PARTNERS ALV=E( INEERING V3 COMPAMES. LTD. DAXI L WEIPBl+LT7 a PARTNERS. LTD. SAKO d AsSOCIATT:S. MC. BUILDING ELEVATIONS 3w.1'-T ;-45.0 SOUTH ELEVATIONS 3 GGILF YS}' . }4 QQ5 QGQ QE QFQs QN QJQ QL QMQ NORTH ELEVATION COPYRIGHT 2010. FJG DRAWMGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. 3119/101yy 3115/10 TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS _ TAKEDA PHARMACEUTICALS. - NORTN AMERICA, INC. ..a.e. =EmYx.�.® FUJIKAWA JOHNSON GOBEL ARCMTTECTS, INC. It=, PARTNERS ALV=E( INEERING V3 COMPAMES. LTD. DAXI L WEIPBl+LT7 a PARTNERS. LTD. SAKO d AsSOCIATT:S. MC. BUILDING ELEVATIONS 3w.1'-T ;-45.0 COPYRIGHT 2DI0• F, _ S- : -3? _ 4 c -�_` ,+_^;' a, .v,. .�_ FJG DRAWINGS MAY NOT BE �, t Y` t; o 'q+ �,Z F o �-t- - x _ - .u,:..- . j�e.s -. 8 z m . Aw ?, 5: a g: -e'-s v3 ., u� '`l' � . _ y .v.'+ 4 .?f fit _ '. '3-� REPRODUCED WRHOUT sr^= �� � �: ,a�+r,•� -=' � '�:� °;r�.:�„'= s �` t �.— nar s_aa ��r. ^.:�_. �, �.-� - •3;� , Fa `'"`^� = �:.s�'- '-''3` s PERMISSION. S ��„ .e; . � � ;t;z ��-- <r-t•, 'Y -;�-S x -- .�` L �- i , -�:�, � ,, �,•�- '�° - .. ��` -�,�, ,,.rna -: °:a ._ - � — .''.,. - 3 �� :.' -� "*K` :r•�'.�,.a ,d'7� �fi. .�%g� - ,c"a2,•.. .�,y r,4-� . , " x.°+'x .a: °�- -sr . •a�', .£ -. .., �:,. c-„- :,. <.- ,;x .G�+.'3 x. „_.' k:- 4.5a, ;.�, r ,,.. ., -.s.ror AJ'1 •;...'1�,- :�. .,._ �7' r. ✓, ;c. c ,.s�•�' '�L, ',=r e. ..ti . $� •'�,. ,a"�„ s r 4 . « �': - ..� ` •: #' a .t�^`�.'' ... ..� :� a;.� -., .. ...,''..- ,.4 "! �. � ;. �;, r _ �` � ': � T'? - ,-cam, -"' � �t - ft• ,�'r� .'�:„♦{. xy ..t.. "1 a ♦ 5 1 >., s i �- .�w�-' 1 ,� -t.� y r' S i .. -� a `f _ ,-nr y I L �_ � �T;� -'\ ® ®' ' X3,1 „ � w flim ®®i v_i®® ®e I i®� z � �na mo f� eaHana�mH� cs. i�caeaeemHeazee+ummsee�er: =..ems; ¢ss ®'eaeaeE�sH nneH ®i �z:_z �xi his s• G�cv m EflnIt06IDS � !ei<+Gm ®C!_'.16i IQD ;lIHH3HZBR@0II:08SESSHIHS�:P01 ILSZ9�68�R0nB WEST ELEVATION �..� �, rte, �1 EA5T ELEVATION HAY . r-v r . e...> rt .,"a . , -., :_� z _a, f � -. s . , , _.. . . . . , rw,. ._ -. s_ . . ?, .�_ x:_ '. . .' . . . 7'Si. . Y'. t k •, ...s .,, _ - t-_ �. . . . . . ;. ', . �,. . : 1 �a._. ' a.s -s. , T � �: R 2, `_§ _�,.._ . �54 x.- . . , 7. r -.: .�.J. _ . 3_..a. . . . .r , .< 2 . : ,' : . -. � ,5 T h>. ` �. ..., .,. . : .,. ' . ,- .� _. . _ . ,_ . "... >�4 '. �? .''I. . f x+ --._ := a . ., '.• s.: . .,. .z . . . r a.S_r,,. ... F, . y ."A r yr. . �.. : 7 -.t �. '. j� ;. .y �F .. ..- .,. t . ..... � .. t..� .. .,. >�t,,,.. " . ,.. , . , ?f . � _ . i _ . , . .as. .•, : -v.. . . . . - .. a. ._ --.s `, h � ' -. .'. - 'F.: .hx"r .•5. .. _�..:�.�._ . : .,.. . . _.. -...�. .r,_ `.�. . . _ . , �'. e - : a ? v C � ` _ . ,C . - n . .r. . u--.. , . . F .{ . � .. . . �3 ' , - e , r- .r . '_. . , .-,r r ..v . � . -_ . . .: . , ., ', . � f..�a + n „ '-...�..,. a. .. v.� . - i . . -_ .t v u t. , . . f. :.”, x .. � _ .k k . :... . . , t . .. a_'L ,_ r',. . : w r. - ..te: ,.r . . .. . . � a.n.... . , - : . : , ..T. , : . ;.tiv ,v . . . 4. 3L•.si. §4��`. ts _ },.'. 2. - �.'_ R✓ 'Y - ,+ , _, , � k - - 017101 M ^..:_� c. .,r . -.. A,a ' w ., . , .. ". '. G vn S;°Sas :,.- x 1 �.t� � rt... ..r� .. F . fir•�r4 r •_ >c.� ..>- .,t s. . .� a . •>x. x... , . .:n.?aw .r • dr tee4 i• e. .rU f i '' ' . «f L mr _ -, . . . g a � x .. , . . � k� ' e- G - , ., x, a'i - r .:^�, ..� -, ...,. c.. .•l- ... .,. R.. :...., ' -:r, t.. r. -�=3. - r. -.a. %.�' - �i' 3 `i`.tP`. _� ,.a. ,..., ..t- ... >. . :. .. :. .0 ..... ,t i,.e+ -`P.' ..- «. _, . .s. ._ .. .,. _ ., . . '"L, , =>E,i' S finr •v¥ ' t h` , i'.. t, .... ;f ..,. ', . .. [ t .., ..i ., 2 .. t. 3.. ,^` r >+ �.. .?h... rt..�: W.•> _v .... rhea r `�.: . "L �3i"Y' i�, •.,,. ,. ::..., v r .. } nr,. ,. y Y,. l`..., .. S k.,._.. .,.,- .. v ..9 .+. 3... .. Y .. „?'Lx ..:- .. .... .. -.t, .y 1 Q'6 .t {' r1m ., :,a�... E•s ia€sv� i [' = s ^_3 , r .t. ts° z 1r ® -Ir I, ,I la i ®I� ®® WIN; 'fd3 �7a -2�., �.,v 1 H @��2Hffir9611�n85Hi @HSH4 ®Hi tffi122. ?._..�c.a_ 1 cS(3Hb�S�HlaS1Li;$QIDID> ®ISt�OZ I : _ :.. :_ _�:SImIISeaH2 ®ffigeJl1 IIPHe� ®HH8�6gH.i�ii'SS�1Rm6�'Q�17G3SH 'LSADa✓aHD��➢ 1H8S0�NIHiBFSQIl l_.»..�.._.......[i�iC ®H���HDHD ®8H7IDffiSffiID81�H0AH agmrama���a TAKEDA %ZSOUTN ELEVATIONS CHILDCARE rota vs• . r-o• CENTER DEERFIELD ILLINOIS K. POP t ,�, ry .. _ ark, . _ _ `b z +,cam,, -"cx ''' ,;t, i"v, ^, .Y..?T,•�.... �.t '�:'_ w: .. .`ti yy�,.' , .' inr• TAKEDA PHARNACEUTICAS ." rry; _ m N • ._"sue - :.,f''3.r =7 ry, _,�S .��#2 NORTH AMERICA. DiC- m �..•..... .. a. k - _c4.'�2.• h .._ 3 =R' a, ,ro. ..nt"'• « . . +�i.k Ft . b . _ ... , _. ,.aa4_y.....,. -': =f'.,, `-:�Y .w ,. :r' a? �. _..s. - �. -�.:.- :r,.•r >:-_. ., -_. F r!z" ,� - �:. •'� . . i'. .s: '•'� ,ry � �.`,r.•'�. i�;�r .. uf.._ ..�..� .- -„ _ .s� .,.., ... >.r' Y,�• ._� :az... --+,!, .T _ , N �.,::, e .. - ,,.. ... r > ...... .. 3 ,.. , t<. "raa• .Y'S." .. ... 4,., 4 s _.,. .-. _ cc...:G.... .3..i t..• .k.. +r,., ' � s(: .£ 'P_ . &. -t.. _ .a ._ ....... n -.. ,. _._•. _. -✓. .ems _ ,,. �._ t. -�.. .7.,.: �..r: s;+�� s.. ,r. .� '3 ..'x..'.' >. {. s •>r, o-- ..,M'. :-. 1, .o..._.. Y` ♦...s.. ?,., . ., _ fia ra u..'� .. -L ._.. a, -.. _. T ..-.. ,F'y'.i.. - Y: "S Y.: - 3 . _. -.; 5 ., : Y? ,.•r .x:•7' •..,... ... .. _.,.. .. ._. .i .. . �.. W ti,.. s'ki ...,... { ,J , -:r,, 7 • r%S.. f .:t - -,. ..�. I41f�S .•:.. .. ?' ee � .' .': ., ' a.i,. , . -, m ,.. .. +.,:r f:t J ' K 4 -:� .aaean..ac .® FUJKAWA JOHNSON GOSEL ARCHRECTS, T7C. HALVOR.SON a PARTNERS ALVtNE ENGINEERING ��� �.• - :; '�. �' t .! i w COMPANIES. LTD. DANIEL WEWBACH a PARTNERS. LTD. sAKO a AssocuTES, TNC. t s.asw_av ast BUILDING ELEVATIONS 4 NORTH ELEVATION �. ATf�ete rm» w I ro COPYRIGHT 2010• FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. 112m, Lars ur 1nw aF �nE rm Praoe,:'arr Lie rserAw� )uLL: 6E£ a -eu Fors , oeTAa �Awu raooLfae v,._.. AtJn PCtfTtT>�;eff \ n.ar �.. A -len rat fzTAty )F� L -n t• wow AWI r!axr eaAx: aFt )T4 � • -bO iaR pETAeJI ' --- _ il`i' !I',,, :,I, :iii:! 3i =��! ii? ►.' i;i i'�{;,; !. ! :, ;I,I;i �.�.� , - �;: ' \ rAO W lRAreLOt81T RAtnuT 6ATEMr _ _ _ — TfEwr. - uoco fanmfJee oAfinel - rweoFif rI♦ !1 TEx! ,e '{ 11—L ' / 'IT ' ` 1 11 T) i ):, - tr r11. ITi H- , 11 i ( � � i � i I i i I • YeD; )EE bJ tae ¢evATnw \ \ Y ] QROTff PARK)ti lTAll! �� I o,mr# rA611- arS-WT - `a10]P -af PAfX)Y � �� \ TO p� ,!)I YpN)4)JTAI DCNt(i: Em1MS LGM POLE ` \ I / O � )tEer ♦ -bs tae fJETAID Ta'�"M - wG,lt T!RI ores 61W � — — — — — — — — — — — — — — — — — — — — — — — — — — — expr. tJU•r Pa)T � . TO [IE IEJA'.tTED i —AT arslT 1 ' , f ptl)INi RT>F )lIEIeCQt V \ \ 329/70, Y19110 :ei � luf�ieb C)ef)� j 37&10 b:<b RMer TAKEDA RE—M pEL1VHtT FAGLRT IImF) CHILDCARE �\ CENTER DEERFIELD wNas TAKEDA PHARMACEunCALS NORTHAMERILApJC.. !ONES FUJIKAWA JOHNSON GOBEL ARCHfTECTS. WC. HALVORSONB PARTNERS ATNE ENQNEERBVG \/J COMPANIES. LTD. DANIEL WEINSACH d PARTNERS, LTD. t0 a ASSOCIATES. tC- SFTE PLAN 1 = zva A -3.0 SITE E f FLAN r¢cr.me COPYRIGHT 61 DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMSSION. TAKEDA CHILDCARE CENTER DEERFIELD ILUNOIS TAKEDA PHARMACEUTICALS NOLTNAME=INQ MINES S FWIKAWA JOHNSON GOBEL ARCHITECTS. INC. Ht=N 11 —P= A =N_E E = =G v3 couvaNLES. Lm. DANIEL WEMACH & PARTNERS. LTD. =6 _=2tTES,.!LC. FLOOR PLAN - KEY PLAN lir A -11.0 iT COPYRIGHT 2010. FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSIOK TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PIWRMACEJTICALS NORTH AMERICA. INC. HINES FUJIKAWA JOHNSON GOBEL HALVORS011 d PARTNERS ALVINE ENGINE=G VJ COMPANIES. LTD. DANIEL WE NNBACl/ 6=ARTN . LTD. SAKO aASS tT.E+S. f ROOF PLAN ^ -25.0 v 0 V a M s i 60 rt�(�� 1 OW W H resets LL gl next eie..atmN emE et�.arxat Takedca CHILDCARE CENTER — -- _ - sT. en rsaae m Tuasatcro 6Twe �H ®t TO fLTOI e80a(^ - rurtm ease 9 ELEVATION TTrrx.•— ra:f %D ELEVATION % ELEAIO er+ure ecu.r, »• . r.o ua x• scats a• . r r rsoeem LL erET a�rr etevATCw eoe esr<vArnN ELEVATION T•rr +•, .• wry rrTe Trwe u.rsuerrE emu %� EL E VAT ION TTrr v ur:u fJ1E a reef w wr ems muse u.rmour:E emu L EL E NATION rowarK t •-. ••"_ :• meaee zeT T eq x I a yr Trr• r®em otura ... eq —T II ELEVATION r,rrxawrrteaTer�remu %1 ELEVATION TTrcALVUr�IwTearecewweemenrxTeou NOT U5ED ecu.0 rs• . re erre.e, r . re 1 � !etas '.r `ELEVATION rrriu�vurw aaTCare:�wmru emorser smu �1 ELEVATION aww wane ersar� ee.La. en• . ro .• RGM eianea NraEle: et.aee ronvriu LETIetS Rlt]I -urT BUILDING 101 r uuu t.aoea wme: e1Aac wNWK IFTf ®rrc.Ia.Or tPTtErtal. TTrE TD ILIw fAI�DA eT.rnArtfle ALL FbTPQe l0 @ �•�• -� • an COPMG14T 2010• FJG DRAWINGS MAY NOT BE REPRODUCED WRHOUT PERMISSION. 329/10 Fid vm s Sueniaion TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA. INC. MINES FUJIKAWA JOHNSON GOBEL ARCHITECTS. INC. HALVORSONI PARTNERS ALVME EN. NEE!NG V3 COMPANIES• LTD. DANIEL WINE a& P ERS. LTD SAKO 9 I SSOMS..INC. SIGNAGE AND ' FENCE ELEVATIONS II „ ` E LE VAT ION rrrlu�.• rrrl rrT[ a rear w eoTU smo mule ua�elatee emu " _ �LE VAT ION tsm.o.a: waee evlrE er•,.r.re e•....r.rs A AS NOTED -10.0 O TB r 7 ►Arum wt nowt ra arE or rmw .ewe i L---------- - - - - -J =a ST4,Dr6 !P Ati stoic LE run ww ETON: LOrHi COPYRIGHT 2010• F.IG DRAWINGS MAY NOT BE REPRODUCED VATHOUT PERMISSIOR TAKEDA CHILDCARE CENTER DEERRELD ILLINOIS TAKEnA PHARMACEUTICALS "=LAME=INC. NINES FLUKAWA JOHNSON GOBEI. ARCHITECTS, HAL=l PA= A=En= V3 COMPANIES. WEINBACH & PARTNERS. LTD. tKO & EXTERIOR DETAILS LE A -10.1 Ili\ 0 1% f #N aftv le- q rte® mlilwall millkii 11 i L---------- - - - - -J =a ST4,Dr6 !P Ati stoic LE run ww ETON: LOrHi COPYRIGHT 2010• F.IG DRAWINGS MAY NOT BE REPRODUCED VATHOUT PERMISSIOR TAKEDA CHILDCARE CENTER DEERRELD ILLINOIS TAKEnA PHARMACEUTICALS "=LAME=INC. NINES FLUKAWA JOHNSON GOBEI. ARCHITECTS, HAL=l PA= A=En= V3 COMPANIES. WEINBACH & PARTNERS. LTD. tKO & EXTERIOR DETAILS LE A -10.1 Ili\ 0 1% f #N aftv le- q %� SECT ION: reT..aa 66u.L - pea ]r I ec.LE. w• . r-e COPYRIGHT 2010. ��ECT ION: reraNrG m.0 - ra¢ b �1 SECT ION: PETaN6G 6uLL - PIfEl u FJG DRAWINGS MAY NOT BE ELEVATION:r+fT..D,6.1.6t eCa6E. r . D'4 PNF1. 45 aM .5160 TO SM .Y.60 REPRODUCED WITH PANEL n aM 15l60 To 0.M vsmm PNEi. tl 0.M ]9666 To 0.M >erm PERMISSION. PaN=t 5 aM bm66 Ta aM u]c+o Pa1at I SM 9@9 TO aM 100 WS aLL OrTJ69GW aRE fi1tl6N N FEET. ] ! 5 1 • 9 Q M 6111 TNYLL bD4 V1 I a50D0 K WE 6ei - 60 66 CO A0 l66N tm .LmL�O %� SECT ION: reT..aa 66u.L - pea ]r I ec.LE. w• . r-e �� $EGTION:99RaNN8 e.LL - PNE1 n arue� w• . r -v ��ECT ION: reraNrG m.0 - ra¢ b �1 SECT ION: PETaN6G 6uLL - PIfEl u %� SE GT I ON: r�TA.aa mau - ran m ELEVATION:r+fT..D,6.1.6t eCa6E. r . D'4 PNF1. 45 aM .5160 TO SM .Y.60 ParFl. n 0.M <]e00 To 0.M u569 PANEL n aM 15l60 To 0.M vsmm PNEi. tl 0.M ]9666 To 0.M >erm PareL S 0.M a»66 To aM nl69 PaN=t 5 aM bm66 Ta aM u]c+o Pa1at I SM 9@9 TO aM 100 929)10 F br &b,d , 68f rarEl ]l 6M K169 TO aM Kllb rANEt ]! 6M .5149 TO BM .5560 PaNZI A aM x.66 To aM a95a 6 69L PaN2L 0 aM ]6769 TO 0.M ]1509 696 PANEL ! aM um TO aM ucm 691.. 691A 696 _. 689.. 6n. 696. 689. TAKEDA 692.4 669. 6 6Y6 �,. 690.9 6e6 690. 68A 691. 696 696 696. 696 685 6964 696. 689. CENTER 666. an. 690.. 6e9s cxi 669. 669 6B6 689.. DEERFIELD ILLINOIS c9a 60.6. 689. 696. c9n. 6ea 689. 66 sA �IIIyJ111�: 686. ce7w 607 TAKLDA PHARMACEUTICALS 86 6B)., �, 689.. 60.11 666 686. em9 6669 em 1 6B6. e6 �). 68), NORTH AMERIC0. WC. 669. 6aa 686 686 687. -45- 60.9.. 666. 66).. _ D 3 _ _ em V �� e....e.•.......es..0 . se ^+ m9.. 60.6 686. 687. 687.E 66).. 68! bn. 687n 686. 686, 661 ces. -- L �___ HINES ..e.NS..� . ®. bee u7 60.6 687. 686. 68]. 686. W). FUJOCAWA JOHNSON GOBEL 687 686. 4 8 Gel. ARCHITECTS. WC. �SEGTION :rEi1M9YS64LL- rreL)t 1 `rte �rxe� v.• . r-0. �15EC: TION:auNN6wu -rwa�a 6cuE, w• . re �GTI�l:r6rumrmut -paetn \ "`� ! etas w• . r-o ^`1 _ SEGTIV :fdTa80Y9LL.pbFyD 0 EGTION:aaN.r9. -r6m9 6cus w• . r-0. ��EGTION:raTaroGwu -p.a� rxE. w• . r a SEGTION:rauuGm.u. rum! 1 � ! \ "� 1 6u�E. w• . r-o I' � �_ � SECT ION: raE>�6ary 6uu . Pere r. v.• . r -m• " $EGT ION: raxTASOrG ruu . rxa a eulz. w• . ro %1 SECTION: �.90� wu . rva n acuE. w• . r-n �� I� SE GTION: ra:T,wm� 6w.� . r.>m s �1 SECT I ON: r+t,..oG 64LL - PMEL , �� $EGT ION:7rETaroa, 64LL - PaNEi , %1 SECT I ON: raETaNN; n.,L - raNEL I etas. v.• . r-v �J HALVORSON d PARTNERS a- lceLE. w• . r -m• xaL6, vv . r -o x.1 =- vv . r.9• 6catE. vv . r-o P�MEIJ. M OM .SSem TO aM K100 PaEI. n 5M .5`.00 TO 0.M .5100 P /rEL b aM 56566 To aM x.69 PNEI. M 6M - To aM e56sn P4EL 10 aM ]slpe To 0.M ]rT60 r� r 0.M r5xcm To aM ]w6o ram ) aM IOm To aM 0.60 692 691- L912 691,) aM 43560 To !M .5166 696 6M 5.]69 TO 0.M ssl6m 60A 6M ]N00 To aM m66 669.) 6W. ALVINE ENGINEERWG 691. 696 6n 6 696) 690.7 696E 69l 6. 6 6 6 690. 669 6 6ef 686) 691 6 6 696 669 6B8 DANIEL WEWBACH d PARTNERS. LTD. em 6eT. am .....ed...e�.....,e.� aol F 6n am V cee7 em 6n. - -JL em c0.) em cab 680. 686) an 60.6 1 6e9 V 6.6 6. V 6e6 V 60.) 687. ?L l4 _- 6a6 699 OdATES. SAKO d ASS WC. e� - .c.e..s� °p•0�001°` cn 6862 686 6B]. 666 667 "a 68).) 6 7 66J.) 668 N). 666. ] 687. 688 66 687 68) 66). 68a RETAINING WALL Al 2° VIEW:R2T..m�amu.L 6cxs Nxe. EGTION:r2eraNN6QUL- PnEl]. 21 $EGTION:rs1aN>G9.LL -PUa]m euLe. w• . r-o• SECTION:PETaNK.QaLL.P <Etl. l 1 ' / ecxz, w• . r-m• SEGTION:r�Ta6onruu•raNEty wiE. w• . r-o % LEGTION:rsTaN.n6u,i- PaNZLe rxz, %D$ECTION:ra= ruoaruu -rues _ _ ecn6. w• . r-o 686 661 w• . r.m• 317 %� SECT ION: reT..aa 66u.L - pea ]r I ec.LE. w• . r-e �� $EGTION:99RaNN8 e.LL - PNE1 n arue� w• . r -v ��ECT ION: reraNrG m.0 - ra¢ b �1 SECT ION: PETaN6G 6uLL - PIfEl u %� SE GT I ON: r�TA.aa mau - ran m $EGT I �� ON: reET.00G 6LLL . PANEL . %1 SECTION: reTaNla butt .rust ] ems., . v.• . r-o• arxe. w• . re 6GaLe. !1v . re ecaLE� w• . r -m• eeaLE. w• . r-m• 929)10 F br &b,d , rarEl ]l 6M K169 TO aM Kllb rANEt ]! 6M .5149 TO BM .5560 PaNZI A aM x.66 To aM a95a 6 PaNEt 6 6M le66m To 0.M !.]t19 PaN2L 0 aM ]6769 TO 0.M ]1509 PANEL 7 6M ]6a69 To 6M 2*6 a PANEL ! aM um TO aM ucm 689. TAKEDA 692.4 6n. 6 6Y6 �,. 6e6 CHILDCARE 691. 696 696. 6n. 696, 6. 666, CENTER an. 690.. 6e9s cxi 669 6B6 68) DEERFIELD ILLINOIS c9a 689. c9n. 689. A689.. II'' 68A. 686. ce7w TAKLDA PHARMACEUTICALS 86 6.15- �, 669.. 60.11 666 em9 em e6 �). NORTH AMERIC0. WC. 669. 6aa 686 Y 66s. 60.9.. 666. 66).. _ D 3 _ _ em V �� e....e.•.......es..0 . se ^+ m9.. 60.6 686. 687. 687.E 66).. 6efl bn. 687n 686. 686, 661 ces. -- L �___ HINES ..e.NS..� . ®. bee u7 60.6 687. 686. FUJOCAWA JOHNSON GOBEL 6B5 ARCHITECTS. WC. �SEGTION :rEi1M9YS64LL- rreL)t 1 `rte �rxe� v.• . r-0. �15EC: TION:auNN6wu -rwa�a 6cuE, w• . re �GTI�l:r6rumrmut -paetn \ "`� ! etas w• . r-o ^`1 _ SEGTIV :fdTa80Y9LL.pbFyD 0 EGTION:aaN.r9. -r6m9 6cus w• . r-0. ��EGTION:raTaroGwu -p.a� rxE. w• . r a SEGTION:rauuGm.u. rum! 1 � ! \ "� 1 6u�E. w• . r-o -e etas. v.• . r-v �J HALVORSON d PARTNERS a- Pa ]. rANEL T6 ParEt b Pa Q PMQ a n.Z aM 43560 To !M .5166 6M -- TO 0.M a2e6m 6M 5.]69 TO 0.M ssl6m aM ]T56m T6 BM ]+J9tm 6M ]N00 To aM m66 ParEL . 6M -- 10 0.M 6060 ALVINE ENGINEERWG 6n 6 690.7 696E 6. 6 6 690. 6 6ef 669 606 VJ COMPANIES. LTD. rar.e�a.eY. .-. 656 669. 696 6 DANIEL WEWBACH d PARTNERS. LTD. 6eT. - iL (L_ _ .....ed...e�.....,e.� F 6n V cee7 6n. 687 an 60.6 60.7.7 V 6.6 6. V 6e6 BD, 687. ?L l4 _- 681 OdATES. SAKO d ASS WC. e� - .c.e..s� °p•0�001°` cn 66 667 667 6 7 TL N). 666. ] 687. 66 RETAINING WALL Al 2° VIEW:R2T..m�amu.L 6cxs Nxe. EGTION:r2eraNN6QUL- PnEl]. 21 $EGTION:rs1aN>G9.LL -PUa]m euLe. w• . r-o• SECTION:PETaNK.QaLL.P <Etl. l 1 ' / ecxz, w• . r-m• SEGTION:r�Ta6onruu•raNEty wiE. w• . r-o % LEGTION:rsTaN.n6u,i- PaNZLe rxz, %D$ECTION:ra= ruoaruu -rues _ _ ecn6. w• . r-o w• . r.m• 6c.u.e. 1/I• . 1'-0' A -10-21 TAKEDA PARKWAY SITE PLAN COPYRIGHT 2014 W FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSION. !.M RA 1DCAIM 07 STE MG WOUM LUK SE O� VU -M TAKEDA CHILDCARE CENTER DEERFFiD ILLRIO6 TAKEDA PHARMACELITCAIS NORTH All= PJC. HNES FUJI- JOHNSON GOBEL ARCWTECTS INC. HALVORSON -PARTNERS ALV W E ENGIME8" V] CO S. LTD_ DANIEL �BACH & P=A6RTNEI:M LTD. SAKO 8 ASSOCIATES, PC. KEY PLAN =per —L -1.0 O • 1� f� PA f M PLAYGROUND DETAIL scut: I• _ 17-0• LANDSCAPE KEY �_ • � LARGE SPADE TREE •'i.'A '3 I < I FIED671 SHADE TREE EVERGREEN TREE LARGE SWLB '. I YtEDAIT 51U38 SHALL SWaB - %1 SITE PLAN _ SCAIE I/1r s-o - COPYRIGHT JDIO. FJG DRAWINGS VAY NOT BE REPRODUCED Wn HOUT PERMISSIDPI. em- FM UQT= OF 9M AND PROPOM UK SEE a DWl6RS TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARa4CEUTMALS NORTH =Rt NC. HNFS FUJIKAWA JOHNSON GOBEL ARCHfiECTS, NC. HALVORSON 6 PARTNERS ALVINE ENGINEERING V3 COMPANIES. LTD. DANIEL W EINBACH 6 PARTNERS, LTD. SAKO 6 ASSOCaTES, NC. RENDERED LANDSCAPE PLAN COPYRIGHT 2710. FJG DRAWINGS MAY NOT BE REPRODUCED WITHOUT PERMISSSKK mx- rcR UxAnm K su Imo 1.00DT I" I SCE Oft CNA • ' I - J i® JFlB 61.e.MRF I HOEiLOam NOTE: aotm .; X. PLATGR7IM> AFEAS AI'RE CONCEPTUAL ONLY. FINAL LAYOUT AND PLANT ' SELECTIONS TO BE DETERIINED. scac rrr....r: au.L e1u FEWE I ' i !I I i i \i I ! 1 vrESOlou '1 I i T PIEScm= �. \t Z I � m aUSSwou - • `: itm e \� I I a Pt If y4 r • — - - - - -- - - -, \ 'y oEml'a1m (wsme �•nI i C SO4= IAm.nw.n '\ b.CO®LIW v t dQiOCTf8E1i.,OR TAKEDA I i ,BALI EKLOli! MO I— CHILDCARE T> CENTER DEERFELD ILLINOIS i i i i i j TAKEDA PHARMACEUTICALS o�T>G mnc nmm..ra>o NORTH AMERIC/� INC w,.m HNES FUAKAWA JOHNSON GOBEL I •.tm.,I6pLI.Q YOUTH Y.000t96MC,t1G. ACKl eea HALV LV ORS ON 6 PARTNERS ecmm LA91 I .. ALVINE ENGINEERING ' VIE EnM.r . _ v7 COMPANES. LTD. . ...�..o....vs t DAM EL [NNBACH a PA�R�TNERS, LTD. SAKO a ASSOCIATES INC. ti EAST LANDSCAPE DETAIL PLAN EAST LANDSCAPE PLAN 5val: i - Md ® , - =per L -3.0 LCCArz ALL 1If.EIYRIW WTLRIES FF6CR TO DYfiiY TREE Prt ®M ro eE Exlpp♦D O' IAOIIp nE EMFIE R7VI Bg11fi 91au1 n M DETAI mcm rz6T TREE rrt FQI DRINKS rweR ro I6TTALlG iRg FAZE w ALL pE.1D, QL'1B1 wlC.ARED eRARDES. Ao 9+AFE PRIE a DlEQED m M LAOSCYE ARCWIEDT. TOR V✓�'b SP ro T CALLER oR Ir TErAD. FBSD.E ArIAPmaiar sN -Rn Q M O.pYl1 eRAEpA14 FGR TrEEA OVEIR �• GaIAEi PR Ir 1ErAN, R31D.E APPRRMUTELr bs -Tw 6 M OVBILLL RiI1Ga! LOCATE Fml RJIE N W0I9YL 10 gT TREE 4EYJQ b0l1uT p]0I FiJfE a fllBl YlM FNbI llidLE LItFA N M PLIME'ai 14% tuORJYALi, Ya.E � M IEEE R1l'e 6iRlYisp TR. c i 6ERLNG D03FL LwIRALTOR ro VLIE AD RQATE TEOE rAZ1 naPlo root RYE Al TLE ETO 6 M WERIMT PEFacD. 9AE[LED IUTO�IDS eAFiC r DIA HERORatED rvc NSPECTpR root r DEP1W TYER row ryeEM"AEAiLTER FAREAIO •V TO o'6 ItM G. To AJINAWVE GRCO.ER ROOF FLARE. UP ro ff I E wo ' AD DPAb W TEE IEFECTLDI FIFE IQO G' 1105 RRdNKE LOS PRRE E>t& 56Yf15 ppE OAT, 0TT1 pLy.�.a •--... i LIRE p7 x11IX Y ADS FEWCRATED GRANAGE PPE Y FL-0 RtAg4D N • . PWE W W fpC SEE GBFFAL rETEORATED OIT FOR A LENOTR Q S' ­E LADIES Fqa LIRE KORLiFM E AOlACBO TO ROOI BALL V P ROOF 5A U_ FRIPPFD N rvS ATED SELTp6 TO WAE piy,p GRAVEL TFE1p1 A2PEFD N FILTER FA5W_ FWE CaRECO6 S' _ TAPED SW. APDM DOSE Q PEIFGRAT W SECTIPn TO BE S0 D _ -_ pCOf tYAL 041 No SOOL AD N0 GRAVEL TRENM so LDOT BALL IX DET TED OR TAFrED Sol r -1Jy' W r1454/D ritaSB. PTu TD FIES %1 DECI TREE WI DUOUS TH SUB — SURFACE DRAINAGE PLANTING DETAIL FNn TD sal[ LOCATE ALL uDFK W0 r1ILREb rRYR 10 OrLAR lle m aOTN ro pE pOE1OtD C AIp10 M TREEK IWf BALL LL SAD. N M DEi4 AB A TIER 1•TI FqR DRANASE 1'16PL TO EAD A TREL 1'ISI! of ALL DEAD. DALL 1 OR YAK® OR ED AID IFItT1D .Yff DPdL LINWS LGLArz IWf RAR N ROOT p41 AO 5Ei llfB 1lallt S0 DYT ILVT FLAIR n N.IbI II e . x G_ WrzR N M RAIRIO IQ 4pClpRIT, ORe 10.EAC M THE Run StRA161Wpi TFRE ! SEmW OCaAIl GdO1RN: Pt TO W-11E YO IRTTf0.i IRIS FRtYGq M IRaf R.VR Ai M pO Q M pAIRI1ITT reRlw. A �• Li4 PEACPAfm rc N[rFZTpR PIE, YRARED N RTFR iapaL YO GAPED NN A SIIX RA6rC (OVER LM TO tg r Ae'fIE FE1N11 (RICE. DaveRAE A M WOf RATE FLANNG rUL1EE aEtERAL NDrEa irn IYxE IigiLlpl LOS AiRIE WE BA9QT5 OCr, IRfI 00-06GRADAFSE TARE N7 MLIX RAT 9M-L ERIFFFD N erAM. TYIED� 11R11IO OA'E QR10i SET RJR.. OL DETCi-TED M TYPED bpd_ � EVERGREEN TREE PLANTING DETAIL � Nm ro sT:ILE LoDATE A.l llpae+aaso urzFTRS rRnR ro DlGtar NRES m wW ro ez pnopED 1• YECtro M BITIIR IWI BALL a STOW M M DEiLL DliOil TdT 51we AT FOR DRAIIAG£ rRCR TO WTALLW S1w8 !'ALAI Pr ALL DIM, Oib'R®L PL SGAIa ®pWBES. YO SlW"E 11118 u OORUtO m M LArOSGXE ATOAT. LOGArz ICOf RAR 2f N IWI MLL MO SNRO N151R b i1Mi POD, FLAIR! n RW}I MITI rIA11 QeAOl W11WL M M AwIlIfE6 rtJ( DRDIDR[ALT, 0lE NEp'fn M }Rp ISIFn STRRArAITIX awn s SELTLW crass rllw Lr4A ram S1wpS ro pDeo To Au EPSE! Q RMRNi pFD'1 SFE ROe FOR I•ED uTaIIl Go11RACrQR ro u1-TR Ar0 RDAO15 1mE FFOn Apw IWI RAI! AT M TIL Q M1AOKL 6NFELOFD IIILO{IW 9ARC RIIX Y OErW fAPpt funs ro r Q favERICE R M TODf 0..IIE. 1'I.A r EEE GDERAL N M _ M E N'OR Ltm ®E pL. OAT, 041 T9o0EV66PA +.DArSLE TYE NO Nrtrx m _ POR GAITAAER GROW 9RRffi,RF]ID.E TO _ALLA . THE IOOSp1 IDOTS ____ __ _ FDOT pALLOFAFTED NOAIP. A rW DEr1H ro X M DEr1N DET'E1WR IX Q M RAT eAL.L ram LIFTER RAF eAl NEQ HAD. A OG ADfl3ERT PIYFCR 11106! aRni YAM DE OSiRAtt BED.. SET ROOT BAIL d UEXCAVATED M %,SHRUB PLANTING DETAIL TAPEDbOt J IIDI l0 SrJYE LOCATE ALL rIOERATND WTLMS rFaOR TO wGSA E=AVATE ET06E rEREROAL ISPMrVCp REED, AO BA07U o FLapK — AS 9TLFED. REED WE b TO BE r ACOW FNpu GRADE AD FELL DRANED. rLF.w Lril5 NCR PEFENaAL_m TO Earn ro ALL EDFES Q M MIS, SEE FL DFM BED LATOSI SEE PLAT LDT FM RAM W GAPS � RANTS S ALL W W GREATER iTNI M SPEff1ED SRACAG KR 4161 PAWCLAR RAM. WOAD TD w a SrECRED N M rLAART ��Tf� ,,Qq']jLL Lm. PEF6l6AL5 e1At � RACED ANu CA �ABB WALL RACED IIITi� gAjFT MR Oxwoi ROi M EWE 6 ®. -091 LATAG W RANTS ALLAYS WALT m FGLLL M BED EME ALUiOG =4RDS M ®f(ER Q Tw am LEE TRIO Lm (STAGGERED; WA CNS S F055 S aAN�V LEAF rYO1. r oSPTU AFaw PE'J2awALi DD TOIIi1.61 IIDL w D—K $ GTN' IOIH R'R ILK NbRLLTpI (D PERENNIAL AND GROUNDCOVER PLANTING DETAIL m ELAN RANT LIST - n T -TDAUL .. reT T ®Rm lbn 1pT Lf1TFD TQ tRa L4i R1 RBES ALrNT1 rIEBA MID' COPYRIGHT 7010. T M. pAST1N1 FJG DRAWINGS MAY NOT BE ADRITLNAL NTEs M! REPRODUCED VMHOUT G+aO -La e++AL r SPD. PERMISSION. x WAGED r of W 1 ITOR eROLEA6PlEA FOR LWATM R SITE AO RFOFRTT LK emron a SEE DAR ORA L I 11111 JA11111 ILRTI.E NSCE55 SMREA T WD. p®fdT le I { M rE _ S..m 7 ISAL 000 RANT LIST - n T -TDAUL .. reT T ®Rm lbn 1pT Lf1TFD TQ tRa L4i R1 RBES ALrNT1 rIEBA MID' GiEB1 NWD GuwANf T M. pAST1N1 a ADRITLNAL NTEs M! FsRn ARDUru voice G+aO -La e++AL r SPD. 9ASKAIT x WAGED r of W IbPRAEA BETUl0.0 TRr ITOR eROLEA6PlEA Jr M. emron a r_Tloa L I 11111 JA11111 ILRTI.E NSCE55 SMREA T WD. p®fdT le I M rE _ S..m MK6 ISAL 000 O SPACED w aG AN AR 4W rELANCCATA tiAO.OGTatERRT T M. o1prA1T O _ACID w OL ® 6pOLpA WVOII pRiLRti!>IOI TM. b1pfA1I O SWARD r OL NA MORAIYEA AfBLiBpG'YIIAEELIL.E' ArALABFllE 1N JRIKEA T M. eAbccNr O 'PAODJ r 0L IN RILOWDOIQAiWTL' IRPETLAMSALiJIA TM. plprAll ID SPADED W OL RR FDSA RAORAD' = R . e0 la S,_ N OL SP 5TFRGA PATMA AY Pam 55W LLAL M. 1"EL ` 1 Ta fPACED Y' OG w LAKE eAHG D.B®rA FEATIER REED GRASS L GAL. dprAlr o r< ®r OL CA GOT PCASTER AOTriqu PBOY =C EASTER r M. 665rort a O tbAWI a S y' SrO. tSR6raR ST CLNBLQ®L M TL MEDU raze x rEDU AAITIN FLNT DE)OE RIVfM ODES T9W T STD. eleroa e l ... alE RSOE ro .euxn DENIANI araApDO vaRan r M. pARIA01f s vJ unman z Apo1 Im vcRAr, . r M. nmrort s h UBIRLIi 0SLt r AC COPILT lRMEE11Ribu91 T k' M. DA51COrt b FBFxAAL ORYFEMK 41RA6ES AD GRIOGAETB CODE BOTA1CJL LAME CLR10N NtlE EVE RAT Tm L ADRITLNAL NTEs .AO ASTLHE GaElexb r—A' ORME OIE'E .ASiA.pE 1 GLL :Ca0 O WAGED r of A AOILEA InLDIIIIr SJ'rFFilF' SI'rEWA'E TaRSADa ISAL GOO 0 r_Tloa W ASTIM 5@K PIAtlLAO IiIaR ORIAWAO' aldpE I GAL CORE O SPACED w OL M ANIIR' icvoa Vt MK6 ISAL 000 O SPACED w aG AS Aux" 5010BOPRAAI TQE'LRTE FOE TE MKS I GAL CCM O _ACID w OL AT tl�Fla llff'R?aA 001ETiLT TEED I GAL CaO O SWARD r OL m CILINIfA06ib LR60RTIC]1A' I(QEAN RA4 REED GRASS I GAL. bAeA•LNT O 'PAODJ r 0L U 00fEGPSn'JE11FD TILL' ETRRS ILLI CLTEOP95 I GAL - deraff O SPADED W OL OC CALOLa s x.1I roF1erzR R .w. NEED SPASS _!GAL DOaT O S,_ N OL Q CEWCFICaA RAO]C4A d SNY;ryII 14AL LOR D fPACED Y' OG w C_4MLRCETe A—FO IA D.B®rA FEATIER REED GRASS L GAL. dprAlr o r< ®r OL a Dp+rru FQpuO vAR raalaTRr rlralE RAITER1EEfFR r rot tort a SPA ®Q oL P EORULLI IVa'tEQA CLNBLQ®L ISA. GATT O r1 ®lI OL PG 1E31RICA SPA a.-. l ... alE RSOE I GIL GAIT O SPA ®P OL M F 9A I GIL O SP AOED AS bLVN fss 1 0 SPA®_ 0G O K RAOSTA S EdLlln' tHI1AES l U wn5 WE. 144 - COO- - O CPAZD if OL 1G u06TA roLOEN 4ARA' (QIAI tRAiu l GIA 14AL G ! O WARD r OG W fBEFOCALL S PARDON W PATDOI rE DATI LT I SA. CO0 O SPARED r OG Fo IR'20566pc.," NTF6DP I COD ?A ®WOG 1R WOSTA —AL STMOAW IpiAL 57— u05TA I GAL LQIi O WALED Sp OG Fb IBSpCM. sTELLA DE oPa SLEW DE OED DATLLT 14Y LINT O SPACED r OG w T I CO0 O SPA>3) r OG w LTSrLaAA LL£iRAY1O[b fGY}SBMC I�TRIE - I GAL GARS O SPA ®r OL 0 LIATFIO S ATA YoRLO xCOgD GATIEATI6A I G4 COST a S,_ r OG MA NATRGJRIA ODODM ONIPILE L 71 I GAL. pAprLNT O WILED b' OL m ILLIbA CAFfiLFa YIIEEGaTY Pu riRR C%S I DIMAO O WADED OL A S r!i I O r I'E rENTYA rP Cam1Walt I — O SPM� r OG i NT r —TED.. N T o A o r WANCATA o u 0 I rEJRaffTV+MOEPA]pES SHEILA DS RLV QUSS 14AL O o' -0G ry raml+N16ATAn wrsiRAlaear �'Ji1rplGAres ILK. p1prLM o SPA ®soG 1KAI S'RMMA C®n0 1 WL COTT. O A®r OG O OA 'AmrNJOG AmrEl J01 SEIXTI I SPACED WOG 0 0 5o sow OiGN0.6 44pEJ1 SASE - IGIL O SPARD r OG TN Turns AI^P. 4AIOD1 TNTR 14AL GAR O 6PACEp b OL M rIi'A IEpI OMdE 11F OYNTI f11E rgE9lys GAO O E MD P OL b VIA.lRAMA NA.I.BOLEM 6ARTm VA,ERAN KIT 1 GAIT SPARED r OL A- MP_4L NOTES L au OTErnICW ARE ro eE VERSED N M RELD m M [OATRACRR 2 A Y AT TIME Q rLAarz LaIED N M R.vO LOT, AFR bBlCi ro IV AL,1mIR AT Q ALL AL LAIIIX ! 9JDStlNtptl AIE NFASYINT, M - caWRanaR SuML 589r FROSTS MR AFTANAL 1 RAO OlANOiES 51A. 1'1 w M CRAOOS YON M RAM L.T. ANE FCR GQMNBl2 PIT. M NJtYR R RITITS Sl1PN 1RICEDG ALL OIMmlS PIpvOlD. R b M UTIIRIDTOA I!u"ONSp6lR t0 YpST All PYNDiRS 6Np5 IX M DIRA10tl5 MD NOtlT M IMOYJT•E AIp1iQR Q ANi ppORrAEDEe naDR TO NSTILLATg1l M COORCfPA a IRYOISIYL FQe WT.dL16 ALL rL.Rarm eloul a M D1ulslbs a. ILL WDDfFPw urLITE6 AFE ro eE l ArATFD rAQe ro DIGlEY ! uTIIrE6 aR oruER obcTplcrlPe AFE DEraETED To GaELe1 NTU QIADr10 m PLAIT lLAfaFM. MOIFT M IAIOeGAfE YpAtELT 60 MAT Ip161IENt6 CAn ff nACl 5. CArtRKTCR SIW.L TAI@ ALL PFECNOO1a TO PFUTECT EMTW RAMS LAO! YD PAKD A TO FelW ANT DIAKE tO MSE AREAS SULL EE FEPATRED OR FEPL/® m M 00MACTOt AT TIEN E)M45 . DOASED LAW YEAS ATE TO FE FEfi+AO® AND RESTORED 07R SW. A. TOPUL • 1 LE FERTILE FRIAELE SY L041 W LORE TGTA CPF#FD Q ]A -Sp SIT, 30-AN SMD AID Sc -]p SLAT. M pN LEVEL 8A J. ME I£TEEN SO AND V AD M ToP-0L SHAT IIAK AN Ra'rWC rYTTBi CQOFNf 6 tgTLEp IA AO K TOP.SOL NULL LE FREE Q SEEDS, STO E. LARE Urft. RATS SODCS. LEAKS MD DEEPA MO S AkL ST 5E DELMEFED .0 c N A FROZEN GRNDOT CPOWpI FR VIDE SOL TEST FQR APPRNAL m LAWWAr Aip4}ECI PFbCR TO IRE _ S1TE .. L M COIRiRADTLR 9U1.L 1uVE A rfaV1 Q FlSE F�IFn EllBdBaCE Lrtu I°IS]EUS Q TNa TTPE AED 51>£ A QACMU M IOR PLANTW6 %ALL TE AS FQL01S TREES AD 5Hb8S Tas COARSE E E SYO bA , AE FEEb PETt1RAAl.6. %A Tcrim M WARE bop M PLE FIES - ALL rLAalp rDMS 51141 Tx TORPLIT rDRD anspe Q M 1'1..111TW m. 1 A.AITM 9ULL QIT Q NSTAJID Ef11W M FaLQlq DAIEG Dfllxxlb TREES YO 9w6} ArIR 1111KACN CCCBR¢Jl I EVERRA'EEIA TREES AO SIRGS Arles l IFIdDCM WvEM R 1 PEFFRAL & NAT I TKprI1 OCTOBER b In E AFKFtLOT FOR TREES eFp 9885 D1A11 tE FEELT SAELOfD. FRBVt i1ADYO0D bATa:ILLLN. REE Q TITG6. LE1K3 OR OMR DEpRb pARC IElw 511aL1 ROT CAOaN ANT Apm Ap aAALL NOT tg AtrA'rJALLT GALLED. d PRE FEEA 6NALL eE »• eDRn1ADN PEE eYac FIEL Q RYL AlAHAA7E Ydt IR PA91 m LANDY.APE Yi31IER P1M M b ®m IFEm YE FALL was AD REE R BITE bPOr6 r0 M L.AN lob rEDI IssN TILE - 6 SOD SWALL W OJSGiED As tC ERMED FGPN WD SEED M SULL. BE CdEtXED Q A a M a RBATI I¢XR=r e « S07 d`ED SHALL bE WTW TO LOCALWT O WM KASERT OR FED CR K AO AELL. RJOIED. EDD GAIN O1 SOL T1CiR N CR AWC NATTER S AS PRAT LILL NOT LE ACCErI WD 9 WA W I RESTED, OMrKFW. AND WALLED Ri101 A rfPl0D 6 %1OIA N. FNAL KLEPTAACE OLL H d pT LANDSCAPE AFOArzCT ONCE bm WAS FRLT Ptl W N M GR]M AD WAS MEN NON DK F LAe rWT bE FILL NABU AND FEE Q SAFE SPOT! b. ILL EROS ®DES TO w RET.I. 6NAPFD • A E_ FOGl6.Y P.1K 10RED N LIE6IX ORKS a S11L411 ON M DPAR 14 - Yw rRpvtoe FT61rI.b DRAnAOE F DD NDr oablRCT M wi1NAL m p eemep PRA— ROJ 1ATTE —nrnrt IJIDY.A'E AIGrzDT P oRAIRAOE CONCrJRp R ATLT A rim- p6YEN7 FQR6/UFS1 AO eWDIDLEIf CHDb 10 ALL MtEI ®b YO itQ IARYd OO TOT ArRT rRE- ET9r80 10 ®b Q ODDpCdDR OR AWYLs 10. TEST iIST rm Ao RANT Eeoa ram r'IOru oRANAaI ILL RTr 1iiN P Q WE ! M Y1ER LEVEL p16r5 a' N A 1gEC M Q4NI0E n SRICnO. 1OTIT M lAOYJFE AIO4RCl Q DWIACE COA:pRa ET@AlFii. R ALL RANT TtATER AL &ALL EE RESIT DW, M=ME M ILLF XXTSB[T 000M ILTEA WL WT p W_4LTRT R V0400A Q Wfa% I oLlm, AD i W SPECES b' ROD NAlHa4 *W L Q SeEGI TO M•bGTIPi m M LANOYJI'E AAPRe , AT 11EJR RIM Q SP0 I MO 1!l l D6NEJFG, FQR CWGRSR v rR1ELT OrEQpOiOa E ALL R MTEFM WAL aE aMRWEED FLR A P W a OE -TEAR RSTI M DATE O RNA. IL>BTA _ IN& A=3 -rA4M S ALL W fi s AT M C4PFLh7N a ALL ML LW OBIS M COORACTOR ALL NINTAN A.I. LAOSCAE ulid FEAAL ALMRACE P.MMM rWXM CEEPM WIERO EG AD r0.O1Ka M M DOORA.TQR SULL S1 A WTTBI RDEST FOR NSFECTM Q RARD I 985TARUL 0O'RETIIX M fiaEST SHILL EE SAMTED AT LEAST TEX DAYS Q M A ATED FEVER OCI1 W°FLTp1 M LAAG• A6NECT BULL PFE A F A l UST Q a TSTAAI' LR OIAGLEpTAELE 4Bfl A M M nM —E r SATEIAOTOMT CZrrtV W M LA4=A E ApbIELT DLL IEtATOD ACCW -TANZ a PMQI Lm 01005 IRE 10 W FJ AIFD TO A PE— QWT OF T4A1 ]l FGES. YD N.00ItID 0RU iLP•AL eRTat ALL PawcK LOT ELADS TO A b rpm 4EIGK TOTE IOPQ LVa TAKEDA CHILDCARE CENTER DEERFIELD ILUNOLS TAKEDA PHARMACEUTICALS NORTH AM¢WC.A„ NC. HNES FUJIKAWA JOHNSON GOBEL ARCHITECTS NG HALVORSON & PARTNERS ALVNE ENGINEERING 10 r v V3 COMPANIES. LTD. V -- _ DANIEL VJENBACH & PARTNE3:tS, LTD. sAKO- aassocuTESwc. O Z NOTES & DETAILS CIYi � O ... I' 274r �L-4.0 4M" f-mr, rl rw- T TL Z 01 -74 TAKEDA E CHILDCAR CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA. INQ HINES FUJIKAWA JOHNSON GOBEL ARCHITECTS, INC. 'P7 HALVORSON PARTNERS 5�Lv. . I _ -.% Y. ­4 ALVINE ENGINEERING 7t A Z- olb" •''_° -: W V3 COMPANIES. LTD. A, I A _,A._` . J, Y4 �iw -'--w tt'i'l SAW" �> i r- ;; ri F� ��� •r f k rT >K� - F / ='t- -���•���r�`� tee'!. -..� p n.r� � t. ! ! ♦J r �c 'X f b t'� 1 rte= �� �434;`t� 1 � x4k�. r`.`a . J' �., -1.� _ • �.t'.r �rt'�zi�:� r �S � t 1 7 •fir ...F � r Zk 5 r �7�• -r -.;. r{� ..rte.. .E•{ie�" x�v..,- '�+�y� - �'• • i �,: � at y S 3: 4 f.. 1 d - I k t , e + :+ ...r:: • :.: ✓o. _ rer .�s- ,J:':. - - • '' .; � r ... - - a- `� - - �'e �i{'Si ' _ !'t �" t- - } - a.f ,.1 -.6 3.' -� «y :'f 4+� - i'. - � -. ♦ j:' ��'�. - _ � • %.. ,1 - f' f- J:� _� , � �pRJPj� :i` j a �d 'i- 1 ,.L_- ±•�.:6�- _,a:,13` -.. �`r� .p+. :P '3 r., '�•.r, .r. .r�1 < � `� E{ '= +��¢ J. _D ;:^' +e ti ,g't "<v ,"'S�` ..�—. �_ '�;4 1 . -TY�t ..� •.r_... � -- \ ii -s'�ir - .'ast- - �.e?r - r!,- si".e..•„ _... �;h,. .;r ;.. ,.. -. s •.. -+ `- . .. p o �N^' :. .r ,:Vfl .y. ��:r, ! r'i � `� .zc°' � - i{ t.. �' -_. .''P•.. y+i.�sx' "yam, _ ; -- --•.. . 629 -. :— - �... . ., �.F.. :' •�. 'r' 1� .t.` _ t ,�` .'r -x' -. Rs..s.,',•C. .. j .d•;- >•a'1ow..a , 0. -�.. .a#:: -a+e►: _ A @y?x♦� .i tr�fi ik:` FfZ r ;d t q i ♦� "� ' � � - fr� Y 1 f'. j .tl� Y -�`.:, -• :,\. 'i.t � y� '•?1r ,ail _. .. - .. :fir "- .<:�'/` . .. ,'.4 �`�. ..r . '. 'r°. <. a !. }.� =•r • — :. �14 �':_. ..° :' -_ 't & t.. t. - ,.-r 7" '+r, . _ - >: •=r. _ s9 .. e sir' '., ?• - + ?°y''' t, , r.• j.::. rt. r ,:. ' i ;` ✓. .+?-_.pr. - ... �` -st. � .� - •k '•ys. .t1 -Sf''' - ,r�" •�- ..:3 dcr r! ,±{! ! .¢..-•., ''"'' r^- X — -t- t1 i't• 1C'� .w• 4- /tom �:-� t ���'.. /� '.i.j �t r t�i. . { -ry••, c. (=• . /a8+ " 7-� a >v� . ,'-- r�r. -; ?'e. ... ;- �' <� ' �e°; - -., _� .. -::` r - }� -!�.r. �'% -7. 4 �i• Fr : +3 ;.r� r'ri -r- g• .i. (- L�_ .•d���.,,�� .f M : ;. si. Q - ^, � r�. �er.,r.' +'� i�S' -.A '7 1..� � -. K,t�,F t - s'.17{ � 4 - x :: y „r j,_:S• N , . ,� * _ -i•fi mod• .�['. r "� "4; :l'%. -„: z'>;. -.- ,.3';� �,, r`.:t - 1'^tY= ;'';�•' �# .sr.:�:�i• . ,xi • ci-;, - �:rl•: - - _ �}sl:! . � N -, - �:f�B -'�� `l_J :.� -i• _ b. = 1 ��. -: - 61 T 1,'.i• ,. � -, 'ari _Y - SGt'::; P. - ';•i -.: - 4 � _ _ - ♦ _} F � 1 - ^��. r- { �t 1 ;.t.l- ,r - -t.. r ,? ,.d .7• T rg .- „ -k .q - - ,,,x-_ ;- Y ....+•� . a. 4tr .r r r.'4 r -,i¢.'U ss lti - :Y f -' - ,sgy ;: { .nn.- •- t"«o. -.. s °�':'i4 -�r _ ,,, .�� s_�!. 4 �� :>kr� s °� _�_ !` .`4,'��t, r � ,,� :,• tl ,/, '-� � �i � _ :52�t'.x :. ;� :'fir - 4 t`[� 'd -' +` _ t =” _ s _ _ .Yt -!n - :' _ {) f -•-? r = zsr f' i. * -a • _ _;t...- i:ra t%' 'y{'�,' - - _ 4r .aw _ _ - �];.!;� •• \fi .r, Y,/ „ �.E e._� -,l .,r Y Al - c -.;,� . � __,�l - C.�.n '€ -�,'.° - ^.-76 Y. - '•-:�: �• ir- `�. is 1� S \ .: �?' ats�. ;.s :1 ? -r. -sz - it >.L •J� Z'' °: +[r� Y - •'��. �f .,� 1,' tz. ��: i. :i�,. t - :) .�, -,..t 4` M i° L+ �,:. 'vr'd.. _ . F&.� - � . Y ; r ! j' :i - �. ',.: y _ a J - 1 { t i= - .. /•,/a' ._, �.:d.' -i .....� _ ,�- ...r ,.. _ ;: '-s .. �'�` .. 7 •%- / r I/1, ._ � ''. '°a... - X' � - ,i 4 �� tit( ' �f = � ,tea, �'�'{{ eta �• TI !. '- 5rrf r (' T s .s WS ft�•`• fir. �{ a t, .:� .'�y°`'�^y?�+ .r ✓ f ` Ra w� ii •7 f 'bWi°I 4r9�'r 'i,�a '. K•tS lar }+r.-r atl%5 f -t S i' .7••. �r �tY_ -v�r+ �7. s 7 *�F � M_054 1;. :R r Ti �T ski i49P��•. s- �a ':sG.RL.�...�.�u. •i�k'..�,.Fy't €i .'b. _ ..,�•_.._ :mac � ice. T s .s WS ft�•`• fir. �{ a t, .:� .'�y°`'�^y?�+ .r ✓ f ` Ra w� ii •7 f 'bWi°I 4r9�'r 'i,�a '. K•tS lar }+r.-r atl%5 f -t S i' .7••. �r �tY_ -v�r+ �7. s 7 *�F � M_054 1;. :R r Ti �T ski i49P��•. ':sG.RL.�...�.�u. •i�k'..�,.Fy't €i .'b. _ ..,�•_.._ :mac � ice. T s .s WS ft�•`• fir. �{ a t, .:� .'�y°`'�^y?�+ .r ✓ f ` Ra w� ii •7 f 'bWi°I 4r9�'r 'i,�a '. K•tS lar }+r.-r atl%5 f -t S i' .7••. �r �tY_ -v�r+ �7. s 7 *�F � M_054 1;. :R r Ti �T ski NOTE: PLAYGROUND AREAS ARE CONCEPTUAL ONLY. FINAL LAYOUT AND PLANT 5ELECTIGN5 TO BE DETERVED. IRRIGATION PLAN Y'IL - I - N-w IRaGATwN NOTES E A PLASM ANTQIATIL: T ALTNAIED EaasAl1O11TSre11 aueu. fE PFOVOm RY M.L LAIOY.YE AiE61 1.1v1 YEm uTNn t1E Puruuw ARE ro ee oN SEPArure ToE� FRT LAYI AFEA! anLOE 611E FLATCiG10. 1 fM.iJE ROTARY A`O TqT POPY• MIATIEA06 Y APPFYPRAre NOR TIE PARTOLAR YE ATO NYFE 6 LAOL YIN iAA, M'eAp TO N<.O rAOG TIERe 61AIL SE No oval Ariar ox FYADA oR INOEYWq, L PiW�E OVER COAFtTION OADOIOPPTE1E111FR aO E�GATION CaNIwzLER nsR*< tIE eaDFr t S@t>OtA'.—PIT,IICOOEO,TOPF WOTYOYFWAT TK [fEOEREA 1lAOS S. PRO.OE fLEEMG Y YF£-E 1'6TYlIT1Ol YIN TIE r6ERAL CoOFAOlOR ro n.PSere TanTEE orlrE to NSTALLm PAt44E IT. t. ALL ¢3itUVCH Miff YuAi BE LET TOW. Ft I ,NELSON aR AFFRT4D EYML 1 I 1w IsarrTlav a.Nm m SNYL Oan LIIDo ORAIYYd S—G TIE WSCAI OF TIE STAETI MCJTPG LAYOUT, WTTR COPCLTcK IfIDI, VALYM PP CCF IrR M OM1ER RELATED EOIPfFM YO M AYOLYTED ELECIRCAL OLAG PALS FM APFROV L FR TO E STR M P� CAIA—E WS"ALL OW LNE EQIV O FOR APPRTVAL s FnHOE aN auraYTC RAN SRIOF. S PIWOE A YIIOC CarLER N OR � TO EAOI VALVE BOKb AT NIEPNALS ALONG 11E P—Y Ae9EVT a W ALL IElll FLYOS,M Y MICATED O M KAIO A NESH OF I OJIOC C2VtERS PER � PSATUMM AREA IR THE HSSO Q]ITRAGIPP YIE.L OE RMF4CN 1OLE POR RLI®1+OA WE STSI W AIR 03t1TMYW N I FALL FOLLOIIG NSTILLAIYN YO /lA1NG 01 TIE 61E1PT1 N 11E FYlOIRY WRlla L CoWRA= AS TOYISTSTPTIlL W OIWPmf ®pT IIE BADTXLEOR m TO PIAipSAL u0 FM A F BAP, aG T MFCLL 6 T.EDWE ARFY OF1LaAPCE FORAFBdODOOE TFiV!PQLL9K TIE W1E 6 FNAL AOtEPf I 611E YJiT. 1 R ALL I AI BY11 N OF I? c YIN LOCAL TW'JPALRT STROAFOA fdLB YO OIaNRCEi 0\� LAOR.AE.I TO SE wsrreD • • • � � • � .. — �IRlGAtp11LNLlC COPYRNGNT 2010. FJG DRAWINGS MAY NOT SE REPRODUCED WITHOUT PERMISSKK am" rW UXAIOI Q STE AM FOWEIM LIE $a I I A� �TAKEDA CHILDCARE CENTER DEERFELD. ILLINOIS TAKEDA PNARM C EUTICM S NORTH AMERIGt INC, HNES FUJIKAWA JOHNSON GOBf3 ARCHITECT$ INC. HALVORSON & PARTNERS ALVINE ENGINEERING V3 COMPANES. LTD. DANIEL WEPNBACH = PARTNERS. LTD. SAKO d ASSOCIATE%INC, IRRIGATION PLAN -L -5.0 4 4N N3 qzr- , LI.r1 \� r Q v 1 o� O �l Frail O517E PLAN - LIGNTUJCa m Y . y� SCAR(: Il" . M-r COPYRIGHT 7010, FIG DRAWINGS MAY NOT BE REPRODUCED WR/IOUT PERMISSION. PROGRESS PRINT .0r 10416fD W m`rfiRC�pr om 7lA1D nn.sr;m TAKEDA CHILDCARE CENTER DEERFIEID ILLINOIS -- TAKEDA PHARMACEUTICALS NORTH AMERICA, INC. ItlNES FUANAWA JOHNSON GOBEL ARCHITECTS. INC. HALVOR a PARTNERS • 1 alft- V 1 t q 00 ( Vim" Q ALV: EtIGOiEERING •" rya a v r �•• ��•" o.rmis crap amr v s V3 COMPANAES. LTD. rrtanv b pair M wFN k >.� NOM of YII Dr°R 1�r u Dr ®6 r DANUEL WEMACH 6 PARTNERS. LTD. mast a a PI. b I.YN b aerb !ur® rgia b to sib.eR r vev r rs SAKO 6 ASSOOATES. ni It to I w co . rMR - Nrmt to ""=IM O aaaaa ru r. Ka �.�aa..cr. ®.° AI♦ i n e SITE PLAN - LIGHTING Engineering • 1 alft- V 1 t q 00 ( Vim" Q SITE PLAN - PNOTOMETRIC9 eulta r . s+ WAD 71 !ir-r COPYRIGHT 2010, W FJG DRAW GS MAY NOT BE REPRODUCED WITH PERMISSION. PROGRESS PRINT .rnroc�nrammntm.� 2712010 n1e wnm TAKEDA CHILDCARE CENTER DEERFIELD ILLINOIS TAKEDA PHARMACEUTICALS NORTH AMERICA, INC. HWES FUJIKAWA JOHNSON GOM ARCHITECTS, INC. HALVORSON B PARTNERS VZ M♦ 1" 1 1 1 a v v W 1 Q V � ALVINE ENGWEERWG .e�..z e..... rt r Tae r ...1 r Y Vrp yeM �I b W rtM p�pb '�•'•°e' NI 4T u MMO DANIEL WEWBACH 8 PARTNERS. LTD. dao Ys. a6flfi San" ebr 4Ve.�r �.iq d rL I9 M sY usa.. s.ry ou.® my.I r s� .+r1.en as a s► m r vWAX SAKO 6 ASSOCIATES. INC. r l 10 CAT 0o LM FURALred>oW991 Q arAbla roll u >vm eJO 4[arA>o¢ ..,..- e...�, SITE PLAN - A l i n e PHOTOMETRICS Engineering VZ M♦ 1" 1 1 1 a v v W 1 Q V � subrn�itngAgency y " - -` Description: A51 150M SR4SC 277 SCWA SPA DNA LPI Type: is �, Protect: TPNA Deerfield Bldg 3 - Revised '�;� KSAL(giiti- ng'LLC Naas:: •� �EX I r: 634 307.6955 ®® L/ %H�J/1/A L/CHrIM 'a Catalog Number Notes Type FEATURES & SPECIFICATIONS INTENDED USE — Streets, walkways, parking lots and surrounding areas. CONSTRUCTION — Rugged, die -cast, single -piece aluminum housing with F A L— K I �IM nominal wall thickness of 1/8-. Big -cast door frame has impact - resistant, tempered, glass lens (3/16" thick). Door frame is fully gaskated with one- piece tubular :i5cone. US, Patent No. D447,59D. Canada Patent No. 94324. Architectural Area & Roadway Luminaires FINISH — Standard finish is dark bronze polyester powder finish. Additional AS1 architectural are available; see www.lithonia.com/archcofors. OPTICAL SYSTEM — Anodized segmented reflectors for superior uniformity, and control. Reflectors attach with tool -less fasteners and are rotatable and interchangeable. Four full cutoff distributions available: Type II (roadway), Type 111 (asymmetricL Type N (forward throw) and Type V (symmetric square). ELECTRICAL SYSTEM — Ballast High reactance, high power factor for 5D- 150W. Constant wartage au[Dtransformer for 175W. Metal halide 15OW and METAL HALIDE: 50W -15OW below are standard with pulse -start ignitor technology. Ballasts are cop- 1HIGH PRESSURE SODIUM: 35W -15OW per -wound and 100% factory - tested. All ballasts are mounted on a remov- 10' to 20' Mounting able power tray with tool -less latch and have positive locking disconnect Specifications plugs. EPA: 0.7 Ill Socket: Porcelain, horizontally- mounled medium base socket with topper Length: 22.2 (56.4) alloy, nickel- plated screw shell and center contact. Width: 13.0 133.0) T INSTALLATION — Integral arm for pole or wall mounting. Optional Depth: 6.3 115.91 H mountings available. 'Weight 2S.9 Ibs 111.8 kg) 1, LISTING — UL Listed (standard). CSA Certified (see Options). UL listed for 25'C - Weight as cortfquied in L ambient and wet locations. IP65 Rated. .sample below. NOTE: Specifications subject to change without notice. All di—is ions era inches Icentimalarsl unless otherwise specified. ORDERING INFORMATION For shortest lead times, configure product using standard options (shown in bold). Example: ASl 175M SR3 TEI SPA LPI Ssriac Watepa Voluga Mounting Ballast Options Frishu L+mp° AS1 Metal betide 120 SPA Square pole (blank) Me lie Shipped installed in tisture (blank) Dark LPI Lamp sm. }08, mounting bat last SF Single fuse 120,277,347' bronze in- 711M) 24V RPA Round pole CWI Contra.[ OF Double fuse 208,240.48W' OBL Bleak alb 100M mounting wattage ,e DGC Charcoal LAP Loss 277 isolated EC Emergency eircuie- lam Isom WBA Wall ).octal lip or Me P 347 downya /y/ PER NEMA twist -folk receptacle 175Mr 480) 1 S�_T� pout Imo phmoconuotl DMB Medium ASKMAI Mast um adapter bronze Hlaha TB' DCASI D¢oalive etuved SCWA Soper LWA ORS Ouant restrike rystwnfO DNA Natural soGam 23050HZ' arm. square pole only' pulse step Nouseslde shield (SR2, SR3) 755) alumi- SOS DCASIR Decorative csrrvcd ballast LSA Listed and labeled la mum arm. round pole mlV' NOTE: SCWA ballast must comply with Ceneian DWH White IDS be t.I..I.d to comply standards CR Corrosion tops with Glifornia Tide.20 NOM NOMCertiried naluano ISOS metal halide regulations. Shipped separately.. SCWAalso mays PEI NEMA twist -lock PE 1120,208, required lea meet s. 249VI Distribution :taut mpulalfonz. SR2 Segmented type II ...dw.y Consult local authorities. PE3 NEMA Iwisl -lock PE 134111) SR3 Segmented type III asymmetric PEI NEMA twist-lock PEl4eoV) S94SC Segmented type IV forward PEI NEMA twist -lock PE 1277V) throw, sharp cutoff SRSS Segmented type V square NOTES: 1 Not ev.Rabla wish 46ov. 2 Not areal Ne with SCWA. 2 170V only. 4 Must specify CWI for use in Cameo. Not .vein tilt with Isis. 5 Optional multi -Up b.0e*t n7D, 2Do. 244 277111 (120. 277• 347Y in Conseil. E Consult factory tot ertatble wen.gec 1 Mounted in lens -up orientation, lixture is damp lac vion listed. 1 Shipped eepalately. 9 SF, OF, EC or DRS options c.-.1 be arrived together. 10 Mecimum aPoueanra wanagt lamp included. II May be ordered as on ...Is —y. 12 =iv at architectural colors ii-atibie; see wwAirhoo la. —J., c he oler s. 13 Must be specitied. Outdoor Note A.,itw has • unique diiiiinp Itmplalt that requires en Aera &;Sol pannn to be speerned when vdw;.9 pole* 5.. ... unlit. below. Eumpit: SSA 204C OMISAS DO6 And, Million fail., OM19AS I at 90 degrees DMitAS 7 .1 Ito drone* OM29AS 2 at 90 degrees OM39AS 3 at 9D degrees DM49AS 4 at to degrees OM32AS 3 at 120 degreu bond polo Doty) 1G Vander quard SC Shorting tap NIGHTTIME FRIENDLY ConsisleM .vilh LEED' goals 8 6rten Giulia:` aavi. I.. light POLED. reduele n Accessories: tenon Mounting S6pfider Order as separate catalog number Mutt be used with round pole mounting IRPA). Number of fixtures Tenon O.D. One 7wo 0160' TwMV Thee ®1211' Th,aet990' FourOW 2.3r1' AST20 -190 ASM-290 AST20•29D AST70.320 AST20 -390 AST20490 2.773• AS12s -190 AST25 -290 AST25.29D AS725-37D AST23.390 AS125490 r AST35 -19D AST35.260 AM-29D AST35.32D AST35.M A035.490 ASM Vandal puard Sheet: AS1 -M -S AL -100 F�c. B Se. I e-6 9 sutamlttingAgency: Description: AS1 1SOM SR4SC:277 SCWA SPA DNA LPI r v_ KSA Li hhn LLC Project: 7PNA Deerfield Bldg .3:' '•�-��: g g Notes: e: 630. 307.6955 AS1 Metal Halide, High Pressure Sodium Area Lighting Coefficient of thilization Initial Footcandles Type.._. -. .__— EX q [ NOTES: 1 Photometric data for other distributions Can be accessed from the Cahonla Uphting web site IwwwJithonla.COml. 7 for electrical characteristics eonsua technical data tab. 3 Tested to current IESNA and NEMA standards under stabilized laboratory conditions, Various operating factor$ do Cause dilletences between laboratory and acluel field measurements. Dimensions and specifications are based on the most current data and are subject to change. M <Mcutty&ands Company Sheet k: ASt -M -S 02002 Acuity Brands Lighting. Inc., Rev. 8 /12/08 IIA —Mag Naighi Correction Faclar INIMpty the Ic level by the correction lactnrl IOh . a 15 h 1.78 30h. 0.01 Ex1s11n9 Mounting Kelght• a C.nr in Fagor New Mou— Mang HelyMr Lithonia Lighting Outdoor One Lithonis Way, Conyers, GA 30012 Phone, 770 - 922.9= Far 770.918.1709 wwwIlhonia.com 0 ,40— ICS -I% ,fix. P> ii� °I L y`■■■■ .., ■ ■ ■■ ■■■■■ ti \` \ ■■ . e iINLO■■ :tillMINE . - r ■ ■ ■ ■■ MEMO■■ vad0■■ ■ ■ ■� ■■ MEEOEM ■ ■ ■ ■■ 'iii !!� ■ ■ ■■ - 111�� ■ ■■ w1■■ . ■3�� ■ ■ ■■ J%1,[f■■■ . Jiyall,■■ . ■11■■■■ pal 015 ■■ `r ■r ■■ NUMMEM at= ■■■■■■ ■■■■■■ ■ ■MEMO ■ ■EE ■■ ■■■■■■- ■EM ■O■ NOTES: 1 Photometric data for other distributions Can be accessed from the Cahonla Uphting web site IwwwJithonla.COml. 7 for electrical characteristics eonsua technical data tab. 3 Tested to current IESNA and NEMA standards under stabilized laboratory conditions, Various operating factor$ do Cause dilletences between laboratory and acluel field measurements. Dimensions and specifications are based on the most current data and are subject to change. M <Mcutty&ands Company Sheet k: ASt -M -S 02002 Acuity Brands Lighting. Inc., Rev. 8 /12/08 IIA —Mag Naighi Correction Faclar INIMpty the Ic level by the correction lactnrl IOh . a 15 h 1.78 30h. 0.01 Ex1s11n9 Mounting Kelght• a C.nr in Fagor New Mou— Mang HelyMr Lithonia Lighting Outdoor One Lithonis Way, Conyers, GA 30012 Phone, 770 - 922.9= Far 770.918.1709 wwwIlhonia.com 0 ,40— ICS -I% ,fix. P> ii� °I >� KSA Lighting LLC F: 63D- 307.6955 Description: SSS 25-41C DM19AS DNA Project: TPNA,,0deiTold Bldg 3 - Revised Notes: ®® L/rH ,a/V /A ,r1, aj / 1 V rb7 r FEATURES & SPECIFICATIONS CONSTRUCTION Weldable- grade, hot - rolled, commercial - quality, carbon steel tubing with e minimum yield of 55,000 psi (11- gaugel. 50,000 psi (7- gauge). Uniform wall thickness of .125' or .186'. Shales are one -piece with a longitudinal electric resistance weld. Uniformly square in cross- section with Rat sides, small corner radii and excellent torsion- Available shalt widths are 4, 5' and E. Anchor base is fabricated from hot - rolled carbon stool plate that meets or exceeds a minimum yield strength of 36,000 psi. The anchor base is provided with slotted holes. Base cover is Finished to match pole. A handhole having nominal dimensions of 3' x 5' tot all shafts. Included is a cover with attachment screws. Top cap provided with all drill-mount poles. Fasteners are high - strength galvanized zinc- plated or stainless steel. FINISH — Dark bronze (DDB) polyester powder standard. Other archhec- tural colors available. See www.l-nhonia.com/archcolors. GROUNDING — A nut holder located immediately inside the handhole rim is provided (ground bolt and nut provided by others). ANCHOR BOLTS — Top portion of anchor bolt is galvanized per ASTM A -153. Made of steel rod having a minimum yield strength of 55,000 psi. Type: EX1 Catalog Number Notes Type - Anchor Base Poles SSS SQUARE STRAIGHT STEEL ORDERING INFORMATION Lead times will vary depending on options selected. Consult with your sales representative. Example: SSS 20 SC DM19 DDB SSS Shaft rypa Nominal shaft SSS length to - 39 feet (sea back pagaJ Nominal shaft base size/ wall thickness (See back pogeJ NOTES: I When ordering tenon mounting and drill mounting for the some pole,lolbwthis example: 01,121VT21). Tha tombinalion requires an uua hendhole. 2 The drilling template to be used lot a particular luminelra dependt on the luminaue that is used, Refer to the Technical Data Section of the Outdoor Binder for Drilling Templates. 3 Insert 'I'w'r todesignate lixtore size: e.g. DM19AS12. 4 Specify location and orientation when ordering option. For Ist'x`. Specify the height in reel above base of pole. Eaamprc Sit -5and 1011-10 For 2nd Y: Specify orientation from handhole IA.B.C,Dr Refer to the Handhole 0rienloVern diagram on this page. 5 Horizontal arm is 19' x 2.3/9' D.O. tenon standard. 6 Combination of tenon -top and drill mount requires *tire handhole. 7 Additional colors available: get www.6Nonia.comlorchcolors. Powder finish standard. Outdoor Mounting' Options Finish' Tenon Mounting SOipaed installed DDS Dark fronts PT Open lop v LAB Less anchor balls DWH White T20 2.3/a- O.D.(2-NPS) VV Vibration damper OBL Block T25 2. 719'0.0.(2 -1rr TP lam►er Proof DIM Medium bonne NPS) K. Horizontal arm bracket DNA Natural aluminum T30 1.1R'O.0.13'NPSI (1 fixtnta)'•' GALV Galvanized Wish 135 f0.0.13.1/2'NPSI FVUm Fastoon outlet less Drill Mountings alectrical DM 19 1 at 90' FGUot Fail "on GFI outlet less e lectrical' DMffi 2 at 180' 12CPxx If?' coupling' DM2aPL 2 at )So' with one 34CPsx 3/4' coupling' side plugged OM29 2 at 90' 1 CPax 1' coupling' OM33 3 at 90' I2NPsx err threaded nipple' DM49 0 at 90' ANP. 3/4' threaded nipple' AERIIOMERODMIMoungnd INIm I' Wooded nipple' DM t9AS I at 90' tabor Extra handhola's OM28AS 2 at 160' DM29AS 2 at 90' DM39AS 3 a197 DMOSAS 441W HANDHOLE ORIENTATION AERIS Suspend Orin Mountino" C OMISAST_ I a190' OM26AS7_ 2 at 190' OM29AS1_ 2 of SW OM39AST_ 1 or 90' D - B A__n OM49AST_ I of 90' OMERO Su spend Drill MonnlinDM19MRT_ 1 al g0' DM2BMRT- 2 at fail' A DM29MRT_ gal 90' Handhole DM39MRT_ 3 a1 90' DM49MRT 4 at 90' Sheet &: Pole -SSS PL-320 rox.,g $0-.300 Submltting,Agency: Description: SSS 25 4C DM19AS DNA > Type' -USA Lighting LLC Notes: TPNA Deerfield Bldg 3 - Revised _- , , - , , EX1 p:63D -3D7 -6955 SSS Square Straight Steel Poles TECHNICAL INFORMATION Base Circle Projection Square Boll EPA Ih') with 13 gust Size A 6 Catalog Number Nominal shaft len th lie at) Pole Shaft Size(inxinx(t ) Wall Thickness (inches) Gauge 80 mph Max. weight 90 mph Max. weight 100 mph Max. weight Boll Circle (inches) Bolt Size (in.xin.xin.) Approximate shipweight (pounds) SSS 10 4C 10 4.0 x 10.0 (1125 11 30.6 765 23.8 5% 18.9 1 473 8--9 3/0 x l B x 3 75 SSS 12 4C 12 4.0 x 12.1) 0.125 11 24.4 BID 18.8 470 14.8 370 8--9 1 314 x 18 x 3 90 SSS 14 4C 14 4.0 x 14.0 0.125 1 11 19.9 498 15.1 378 111.7 293 1 8--9 314x 18 x 3 IDD SSS 16 4C 16 Ox 16.0 0.125 11 15.9 398 11.8 295 8.9 223 8--9 3/4 x 18 x 3 115 SSS 184C 18 4.0x18.0 0.125 11 12.6 315 9.2 230 6.7 168 8--9 .314x18x3 125 SSS 20 4C 20 4.0 x 20.0 0.125 11 9.6 240 6.7 167 4.5 150 8--9 3/4 x 18x 3 140 SSS ZD 4G 20 4.0 x 20.0 0.188 7 16.5 415 12.25 310 92 240 8--9 314 x 30 x 3 19B SSS 20 5C 20 1 5.0 x 20.0 0.125 11 17.71 443 127 343 9.4 235 10 - -12 1 x 36 x 4 185 SSS 20 SG 20 5.0 x 2D.0 0.188 7 28.1 703 ZIA 535 16.2 405 10 - -12 1 x 36 x 4 265 SSS 25 4C 25 4.0 x 25.0 0.125 11 4.8 150 2.6 100 1.0 50 8--9 314 x 18 x 3 170 SSS 25 4G 25 4.0 x 25.0 0.188 7 1D.B 270 7.7 188 5.4 135 8--9 314 x 30 x 3 245 SSS 25 5C 25 5.0 x 25.0 D.125 11 9.8 245 63 157 3.7 150 10 - -12 1 1 x 36 x 4 225 SSS 25 513 25 5.0 It 25.0 B.188 7 18.0 350 126 350 9.0 250 10 - -12 1 x 36 x 4 32D SSS 30 4G 30 4.0 x 30.0 0.188 7 5.4 160 4.0 100 2-3 58 B - -9 3/4 x 30 x 3 295 SSS 30 5C 30 5.0 x 30.0 0.125 11 4.7 150 20 50 -- 10 - -12 1 x 36 x 4 265 SSS 30 5G 30 5.0 x 30.0 0.188 7 ID.71 ID.] 267 6.7 167 3.9 100 10 - -12 1 x 36 x 4' 380 SSS 30 6G 30 6.0 x 30.0 0.188 7 15.7 392 10.2 257 6.4 160 11--13 1 x 36 It 4 520 SSS 35 5G 35 5.0 x 35.0 0.188 . 7 5.9 150 25 100 - -- 10 - -12 1 x 36 x 4 440 SSS 35 GG 35 6.0 x 35.0 0.188 7 9.5 237 5.0 150 1.8 50 11 - -13 1 x 36 x 4 540 SSS 39 SG 39 6.0x39.0 0.188 7 5.1 128 1.3 33 11 - -13 1x35x4 605 LO BASE DETAIL 9 Shaft Bolt Bole Base Anchor Warehouse Template Base Circle Projection Square Boll Anchor Boll Number Size A 6 C Deseriplion Description 4'C 8 -112' 2.W-4' 8' ABSSSAC A918 -0 PJ50DD4 4'G B-1/2' 2.314' -4' 8' ABSSS-4G A83D -0 PJ50004 5' 10' -12' 3. 318' -4' 11' ABSSS -5 A836 -0 PJ5D010 6' 11' -13' 3- 3/8' -4' 12.112' ABSSS-6 A836 -0 PJ50011 IMPORTANT INSTALLATION NOTES: • 0e eut erect pole. wahoul herring f ctutes installed. • Factory - supplied templates most be used when selling anchor bola. Lithonia wJl not accept claim lot incorrect anchorage placement due to failure 10 use factory lemplale. • 11 poles are stored outride. all protective wrapping must be removed immediately to prevent rirdsh damage. • Lithonis is not responsible for the foundation design. • Inslaaalion requires gnovi to be pocked under base to ensure tug contact with foundation. IMPORTANT: • These specifications are intended ion general purposes only. Lithonis reserves the right to change material or deeign• withoul prior notice, in a eominuing anon to upgrade its products. /®,urH,,CXZ i L/a "i /mg- An <McuityB/arlds Company Sheet S`: Pole -SSS 01994 Acuity Brands lighting, Inc. Rev. 12/27/07 Lithonia Lighting Outdoor One Lithonia Way, Conyers, GA 3001I Phone: 77D- 922.900D Fax: 770.916.1209 www.hlhpnla.CDm P7X. DESCRIPTION Asymmetric distribution Extruded aluminum housing Die -cast aluminum end -caps Die -cast adjustable mounting knuckles 6 ", 12' or 18" nominal mounting arms Alanod 20DOGS aluminum reflector Extruded, clear acrylic lens (optional) Electrostatically applied polyester powder coat paint finish SPECIFICATION FEATURES Construction Housing is corrosion - resistent Type 6063 -T6 aluminum extrusion with die-cast aluminum end caps. End caps are secured by concealed stainless steel fasteners. Housing, end caps and lens are sealed with single, closed cell siicone gaskets. Stainless steel hardware. 3-3/8' IB6mmJ 7' 1178mm1 AK06. 5' 1127mm) AK72 -12' 13a5mml AK1t :18' 1457mm) Reflector Fixture includes the Opti- LockTM asymmetric reflector system, constructed of specular Alanod 20DOGS aluminum. Reflector provides for tool -less removal for easy access to ballast and wire connections. V)V-% V 1 IN 5-1/2' 114omml See Lamp Chart [Dimension A) 1 See Lamp Chart j (Dimension 81 Aiming Fixture includes the PointGrab2TM lockable aiming system, providing minimum 180° vertical adjustment of the fixture housing in 5a increments. The aiming feature locks securely in place by means of a stainless steel locking mechanism. Lens Fixture is available with optional clear acrylic lens, constructed of impact- resistent, U.V. stabalized virgin acrylic to prevent discoloration. Lens, in conjuction with a single, continuous closed cell silicone gasket, provides a watertight seal. Fixture may be specified without lens for indoor applications only. Electrical Use 90a supply wire (provided by others). Linear Fluorescent - Medium Bi -Pin, Mini Bi -Pin and Mini Flat Bi -Pin. Ballast is integral to the luminaire and includes quick -disconnect to meet NEC and CEC code requirements for disconnecting power to the fixture during service and maintenance. Lamps available from Ametrix at additional cost Mounting Fixture includes Slide- N- MountTM adjustable, lockable mounting arms, constructed from Type 383 die -cast aluminum. Support structure by others. Finish Fixture housing is finished using electrostactically applied polyester powdercoat paint. Consult factory for custom colors. Labels When specified with Outdoor option and acrylic lens, fixture is UL / cUL listed for use in wet locations. When specified with no lens, fixture is UL / cUL listed for use in dry locations. COOF9t Lighting Specifications and Dimensions subiect to change without notice. www.cooperlfghtingmm Consua your reprs.snurthro for additional options and flnlsh- AME ■ RJXTM EX2 ARROWLINEAR Extra Small Integral Individual Linear BASE IPROGRESS R e p o r t M_A_.' -Mth V"0 bmp sous:.. ADYa9aSB4 1210WZ W9 437:14 PM OnAO —(0 -1$ G-K. 8 & -5 e6 AMETRIX ARROWUNEAR INDIVIDUAL FIXTURE - LAMP CHART T5 /TSHOFluorescent (1) 14/24 Mini Bi-pin 2' 27- 3/8'[695mm) 22- 13/16 "[58Dmml LF= Linear Fluorescent - (1)21/ 39 Mini Bi -pin 3' 39 -3/16' 1995mm] 34-58' [880mm) 277-277V 11)28/54 Mini Bi -pin 4' 51' 11295mm) 46 -7/16' 11160mm) K• Black (2)21/39 Mini Eli-pin 6' 77 -7/16' 11967mm) 72- 29/32' 11852mml (2)28/54 Mini Bi-pin 8' 101 -1/16' [2567mm) 96- 17/32' [2452mm) A 12• Artowlinear 17 Urdt' 1= 1 Lamps (3)29/54 Mini Bi -pin 12' 151 -3/16" 13839 mm) 146 -7/16' [3719mm] T5VH0 Fluorescent M95 Mini Flat Bi -pin 4' 51' 11295mml 46 -7/16' [11BDmm) (2) 95 Mini Flat Bi -pin 8' 101 -1/16" [2567mm) 96- 17/32' [2452mm[ M95 Mini Flat B] -pin 12' 151 -3/16" [3839mm) 146 -7/16' [3719mm) TO Fluorescent (1) 17 Medium Bi -pin 2' 27 -3/8" 1695mm) 22- 13/16" 1580mm) M25 Medium Bi-pin 3' 39 -3116' 1995mm] 34-58' 1880mm) 054= 54W (4' T5HO) (1) 32 Medium B) -pin 4' 51' 11295mml 46 -7/16' [1180mm) (2) 25 Medium Bi-pin 6' 77 -7/16' [1967mm] 72- 29132" 11852mm) (2) 32 Medium Bi -pin 8' 101 -1/16" [2567mm) 96- 17/32' [2452mm)• (3) 32 Medium Bi -pin 12' 151 - 3/16" 13839mm] 146 -7116' 13719mm) T8VHO Fluorescent (1) 84 Medium Bi -pin 4' 51" (1295mm) 46 -7/16" [7180mm1 (21 84 Medium Bi-pin 8' 101 -1J16' [2567mm] 96- 17/32' [2452mm] (3) 84 Medium Bi -pin 12' 151 -3/16' 13839mml 146-7116" 13719mm) single lamp cross section only. Slide- N- MountTM adjustable, lockable mounting arms are standard. ORDERING INFORMATION Semple Number. A04S0- A- 1- LF -054.120•W- AK6 -IL35 Product Lens Lamp Type Voltage Finish Mounting A02• Anowlinear 7 Unit A• Acrylic: IN- LF= Linear Fluorescent - 120. 12DVt' B= Bronze AKB= 6' Adjustable Knudde / Integral A03• Anowlinear T Unit None Electronic 277-277V C. Custom Color AK12= 12' Adjustable Knudde / Integral A04• Anowllnear 4' Unit 347.347V K• Black AK1 a- 18" Adjustable Knudde / Integral ADS- Arrowllnear $ Unit Number of Wattage a 48o- 480V'- S° Silver Lamps AOB• ArroHAinear $ Urdl P 014' 14W (2 TS) UNV• Universal W= Widte Options A 12• Artowlinear 17 Urdt' 1= 1 Lamps of 7. 17W (7 TB) B- Battery Pads 2.2 Lamps- 021.21 W (3' TS) D• Dimming Site - In/Outdoor 3= 3 Lamps'. 7 024.24W (2' TSHO) E= Emergency Sp EAra Small - Indoor o26. 25W (3' T8) F= Fusing SO• Extra Small ->< s• 026' 28W (4' T5) IL35. 35' Internal Lower - Standard Black Outdoor 032= 32W (4' TO) IL3gM= 35' Internal Lower - Fixture Match 039= 39W (3' T5HO) NAT= Natatorium Environment'. - 054= 54W (4' T5HO) LMC• Large Mounting Canopies (in lieu of standard) os4= 84W (4' TBHO)e, .o 095= 95W (4' TSVHO)o.I- I Not. —R.bl. for 0u1door.pplie. n.. , 2 Required for outdoor epplic.tionio 3 Require..vyli. I.m option. 4 Not .veli.ble for 12' unite. 6 For 2', 3'.nd C nomi -I I.ngth films.- only. 6 For 6'.nd 6' nominal Iengrh f-.,- only. 7 For 12' rmmi -I length finur.. only. a L.mp —1 induded • .— ileble et .ddhi.n.1 test. 9 Av.il.bl, only in 4' nomin.l 1 —g1h 10 Aveil.bl. for 277V, 347V or 480V only. 11 Nor.- il.ble for VHO l.mp...... 12 A— il.ble for VHO I.mp -ounce. only. C04 Lighting Specifications and Dimensions subject to chanqe without notice. ADVD9D564 www.coopedlghting.com Ametrit • Customer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770.486.4800 • FAX 770.486.4801 12/0820D9 4:37:14 PM 0A.C4 1) — 1`0 —IS e x • 8 `b C. Co DESCRIPTION Asymmetric distribution Extruded aluminum housing Die -cast aluminum end -caps Die -cast adjustable mounting knuckles 6', 12' or 18' nominal mounting arms Alanod 20ODGS aluminum reflector Extruded, clear acrylic lens (optional) Electrostatically applied polyester powder coat paint finish SPECIFICATION FEATURES Construction Housing is corrosion - resistent Type 6063 -T6 aluminum extrusion with die-cast aluminum end caps. End caps are secured by concealed stainless steel fasteners. Housing, end caps and lens are sealed with single, closed cell silcone gaskets. Stainless steel hardware. 3.3/9' 166mm) 7' 1179mm1 AK06. S 1127mm) AK72.12' 1305mm) AK19.19' 1457mmi Reflector Fixture includes the Opti- LockTM asymmetric reflector system, constructed of specular Alanod 20ODGS aluminum. Reflector provides for tool -less removal lot easy access to ballast and wire connections. V1 5.1/2' 1140mm) See Lamp Chart IDmmension A) 1 Sea Lamp Chan j (Dimension e) Aiming Fixture includes the PointGrab2TM lockable aiming system, providing minimum 160° vertical adjustment of the fixture housing in 5' increments. The aiming feature locks securely in place by means of a stainless steel locking mechanism. Lens Fixture is available with optional dear acrylic lens, constructed of impact- resistent, U.V. stabalized virgin acrylic to prevent discoloration. Lens, In conjuction with a single, continuous closed cell silicone gasket, provides a watertight seal. Fixture may be specified without lens for indoor applications only. FJectricel Use 90' supply wire (provided by others). Linear Fluorescent - Medium Bi -Pin, Mini B) -Pin and Mini Flat Bi -Pin. Ballast is integral to the iuminaire and includes quick - disconnect to meet NEC and CEC code requirements for disconnecting power to the fixture during service and maintenance. Lamps available from Ametrix at additional cost Mounting Fixture includes Slide- N- MountTM adjustable, lockable mounting arms, constructed from Type 383 die -cast aluminum. Support structure by others. Finish Fixture housing is finished using electrostactically applied polyester powdercoat paint Consult factory for custom colors. Labels When specified with Outdoor option and acrylic lens, fixture is UL / cLIL listed for use in wet locations. When specified with no lens, fixture is UL / cUL listed for use in dry locations. Lighting Specifications and Dimensions subject to change without notice, www.cooperllghting.com Lonauh your mirma.mal" for additional optlona and finlshq AME ■ RfXTM EX3 ADY090Sa4 I Z1Daf2D09 4:37:14 PM ©A. 0 -(O , (� AMETRIX ARROWLINEAR INDIVIDUAL FIXTURE - LAMP CHART "End -to -end single lamp cross section only. ""Slide- N- Mount7" adjustable, lockable mounting arms are standard. ORDERING INFORMATION Sample Number: A04- SO- A- 1- LF4)54- 120- W- AKa -IL35 Product Lsna Lamp Type Voltage Wniah Mounting A02• Anowlinear 2 Unit p• AcryliU LF Linear Fluorescent - 120: 120V11 g1 Bron2a AK6= 6- Adjustable Knuckle / Integral A03= ArrovAinear 3' Unit ry: Nme Ekdronc 277--277V C- Cullom Cola AK 12:12 Adjustable Knuckle / Integral A04• Arrowlinear 4' Unit ' 347-347V K• Black AK18. 18- Adjustable Knuckle/ Integral A061 Arrowiinear 6 Unit Number of WOK°gO 480= 48DV12 51 Silver A081 Anowtinear 8' Unit Lamp* 0141 14W (2' TS) UNV• Universal W- While Options Al2• ArroW inear 12' Unit, 1.1 Lamps 017117W (2' T8) W Battery Pack 212 Lamps• 021121 W (3' TS) D- Dimming F e - In/Outdoor 3: 3 Lamps'.7 024124W (2' TSHO) E. Emergency Extra Small - Indoor 025' 25W (3' T8) F: Fusing - Extra Small -z 3, 4 028: 28W (4'T5) IL35: 35' Internal Lower - Standard Black Outdoes 032' 32W (4'T8) IL35M: 35' Internal Louver - Fixture Match 039= 39W (3' T5HO) NAT Natatorium Environments, 4 054- 54W (4' TSHO) LMC' Large Mounting Canopies (in lieu of standard) 084.84W (4' TSHO)s- to oss195W (4' T5VHO)s• 1O Not ": 1 Not w ibbl. for Outdoor applicalia- 2 Required for ouldoor application.. 3 R.q ii .nyli. lore option. 4 Not ...Nbl. for 12' unit.. 6 For 2'. 3'..d 4' .mina langfh fie... only. e For 6'..d 8' nominal bngth fixtuns only. 7 For 12' --Dunn length fixtures Dory. 8 Lamp not indud.d - availabl. at additional cost. I Axailad. only is 4' nominal I.ngtA 10 Availsbl. for 277V, 347V or 480V only. it Not. x.0.1,1. for VHO I.rnp.ourc... 12 AvaiI.N. for VHO lamp.ounea only. COOPER Lighting Specifications and Dimensions subject to change without notice. ADYD90554 wwwxcoperlightingzom Ametrlx • Customer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770.486 -481300 • FAX 770.486.4801 12/0812009 4:37:14 PM D4 -(0 "(S eA.6 fie.% ° 9 �73 27 -38' [695mm] 22- 13/16' [SBDmm) T5 /T5H0 Fluorescent (1)14/24 Mini Bi -pin (1)21/39 Mini Bi -pin 39.3/16' [995mm] 34.5/8' [880mm] (1) 28 /54 Mini Bi -pin 51' [7295mm) 46 -7/16' (1180mm) (2)21/39 Mini Bi-pin 6' 77 -7/16' [1967mml 72- 29/32' [1852mm] (2)28/54 Mini Bi -pin 8' 101 -1/16' [2567mm) 96- 17/32' [2452mm) (3)28/54 Mini Bi -pin 12' 151 -3116' [3839mm] 146 -7/16' 13719mm] T5VH0 Fluorescent (1) 95 Mini Flat BI -pin 4' 51' 11295mm) 46-7/16' 11180mm) (2) 95 Mini Flat Bi-pin 8' 101 -1/16' 12567mm) 96- 17/32' [2452mm] 13195 Mini Flat Bi-pin 12' 1 151 -3/16' 13839mm] 146 -7/16' 13719mm) T8 Fluorescent (1) 17 Medium Bi -pin 2' 27 -3/8' (695mm) 22- 13/16' [580mm) (1) 25 Medium Eli-pin 3' 39 -3/1 61 199 5mm) 34 -5/8' [880mm) (1) 32 Medium Bi -pin 4' 51. 11295mm) 46 -7/16' 11180mm] (2) 25 Medium Bi -pin 6' 77 -7/16' [1967mmj 72- 29/32' [1852mm) (2) 32 Medium Bi -pin 8'' 101- 1/16'.12567mm] 96- 17/32' [2452mm] (3) 32 Medium Bi-pin 12' 151 -3/16' [3839mm) 146 -7116' [3719mm) T8VH0 Fluorescent (1) 84 Medium 81-pin 4' 51' (1295mm) 46 -7/16' 11180mm) (2) 84 Medium Bi -pin 8' 101 -1/16' [2567mm) 96- 17/32' [2452mm) (3) 84 Medium Bi -pin 12' 151 -3/16' [3839mm) 146.7/16' 13719mm) "End -to -end single lamp cross section only. ""Slide- N- Mount7" adjustable, lockable mounting arms are standard. ORDERING INFORMATION Sample Number: A04- SO- A- 1- LF4)54- 120- W- AKa -IL35 Product Lsna Lamp Type Voltage Wniah Mounting A02• Anowlinear 2 Unit p• AcryliU LF Linear Fluorescent - 120: 120V11 g1 Bron2a AK6= 6- Adjustable Knuckle / Integral A03= ArrovAinear 3' Unit ry: Nme Ekdronc 277--277V C- Cullom Cola AK 12:12 Adjustable Knuckle / Integral A04• Arrowlinear 4' Unit ' 347-347V K• Black AK18. 18- Adjustable Knuckle/ Integral A061 Arrowiinear 6 Unit Number of WOK°gO 480= 48DV12 51 Silver A081 Anowtinear 8' Unit Lamp* 0141 14W (2' TS) UNV• Universal W- While Options Al2• ArroW inear 12' Unit, 1.1 Lamps 017117W (2' T8) W Battery Pack 212 Lamps• 021121 W (3' TS) D- Dimming F e - In/Outdoor 3: 3 Lamps'.7 024124W (2' TSHO) E. Emergency Extra Small - Indoor 025' 25W (3' T8) F: Fusing - Extra Small -z 3, 4 028: 28W (4'T5) IL35: 35' Internal Lower - Standard Black Outdoes 032' 32W (4'T8) IL35M: 35' Internal Louver - Fixture Match 039= 39W (3' T5HO) NAT Natatorium Environments, 4 054- 54W (4' TSHO) LMC' Large Mounting Canopies (in lieu of standard) 084.84W (4' TSHO)s- to oss195W (4' T5VHO)s• 1O Not ": 1 Not w ibbl. for Outdoor applicalia- 2 Required for ouldoor application.. 3 R.q ii .nyli. lore option. 4 Not ...Nbl. for 12' unit.. 6 For 2'. 3'..d 4' .mina langfh fie... only. e For 6'..d 8' nominal bngth fixtuns only. 7 For 12' --Dunn length fixtures Dory. 8 Lamp not indud.d - availabl. at additional cost. I Axailad. only is 4' nominal I.ngtA 10 Availsbl. for 277V, 347V or 480V only. it Not. x.0.1,1. for VHO I.rnp.ourc... 12 AvaiI.N. for VHO lamp.ounea only. COOPER Lighting Specifications and Dimensions subject to change without notice. ADYD90554 wwwxcoperlightingzom Ametrlx • Customer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770.486 -481300 • FAX 770.486.4801 12/0812009 4:37:14 PM D4 -(0 "(S eA.6 fie.% ° 9 FEATURES OPTICAL SYSTEM • Reflector - Self- flanged, semi - specular or matte - diffuse reflector. Fluted vertical upper section works in con- junction with Patented Bounding Ray' Optical Principle design (U.S. Patent No. 5,800,050) to provide lamp before lamp image and smooth transition from top of reflector to bottom. Minimum flange matches reflector finish. • Baffle /cone - Semi - specular clear upper reflector. Microgroove baffle with white painted flange or specular black cone with flange that matches cone finish. • Hinged lampdoor seals upper trim for optimal fixture efficiency and the reduction of stray light in the plenum. MECHANICAL SYSTEM • 16 -gauge galvanized steel mounting /plaster frame with integral yoke to retain optical system. Maximum 1 -1/2" ceiling thickness. • 16 -gauge galvanized steel mounting bars with continu- ous 4" vertical adjustment are shipped pre - installed. Post installation adjustment possible without the use of tools from above or below the ceiling. • Galvanized steel junction box with hinged access covers and spring latch. Two combination 1/7' -3/4" and three 1/2" knockouts for straight- through conduit runs. Capacity: 8 (4 in, 4 out) No. 12 AWG conductors, rated for 90 °C. ELECTRICAL SYSTEM • Horizontally- mounted, positive - latch, thermoplastic socket. • Class P, thermally protected, high power factor elec- tronic ballast mounted to the junction box. • Simply5T" technology available. s�mP�YI -� LISTING • Fixtures are UL Listed for thru- branch wiring, Non -IC recessed mounting and damp locations. Listed and labeled to comply with Canadian Standards. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. Order accessories as separate catalog number (shipped separately). Type Catalog number ,!5 -A Compact Fluorescent Downlights 0 611 F 0 Open Reflector Horizontal Lamp Triple -Tube w KM r~ Aperture: 6-1/4 (15.9) Ceiling Opening: 7- 1/8118.1) Overlap Trim: 7 -1/2 (19.1) All dimensions are inches (centimeters) AF _ Series Wattage /Lamp Aperture /Trim color Finish Voltage Ballast' AF 1 /18TRT 6AR Clear (blank) Semi- MVOLP 1/26TRT 6PR Pewter specular 120 1132TRT 6UBR Umber LID Matte- 277 1/42TRT 6WTR Wheat diffuse 347 6WR' White painted 6MB1 Black baffle 6WB1 White baffle 6BC1 Black cone NOTES 1 Not available with finishes. 2 Multi -voh electronic ballast capable of operating on any vohage from 120V through 277V, 50 or 60 Hz. 3 For additional ballast types, refer to Technical Bulletins tab. 4 Available in 120V or 277V only. 5 Simply5TM includes 9' S5 MLC Reloc wiring system (shipped separately). Available in 120V or 277V only. Not available in 1BW. See simply5.net for more information. 6 For dimensional changes, refer to Technical Bulletins tab. 7 For compatible Reloc systems, refer to Technical Bulletins tab. B Not available with EL or ELR option. 9 Meets codes that require in- fixture disconnect Example: AF 1/26TRT 6AR MVOLT (blank) Electronic ballast DMHL• Lutron Compact SET" electronic dimming ballast Minimum dimming level 5% ADEZ' Advance Mark 10' electronic dimming ballast Minimum dimming level 5% Sys SIMPLYSTm system ballast Accessories Order as separate catalog number. SCA6 Sloped ceiling adapter. Degree of slope must be specified (10D, 150, 20D, 25D, 30D). Ex SCA6 10D R DOW G got h a m® 14DO Le ster Road Conyers Georgia 3 0012 ® P 800 315 4982 F 770 860 3129 an as o www.gDthamlighting.com Options EL` Emergency battery pack with integral test switch ELR" Emergency battery peck. Remote test switch GINIF Single, slow -blow fuse Inot evadable with MVOLTI Gut Single, fast -blow fuse (not evailablewith MVOLT) TRW white painted flange (standard on MB and WB) TRBL Black painted flange WLP With 350(•K lamp Ishipped separately) LRC' Provides compatibility with Lithonia Reloc System. Reloc System can be installed less this option with connectors provided by others. Access above ceiling required CF" Chicago Plenum CSA CSA Certified BDP` Ballast disconnect plug HW Hardwire for SS system; replaces Reloc ELHV High lumen output emergency battery pack. Integral test switch ELRHV High lumen output emergency battery Deck Remote test switch AF 6 TRT OPEN DCF -110 Rev 2/10 OAd o - /o -I$ ecx•6 Se, a 6" AF Open Reflector Distribution curve Distribution data Output data Coefficient of utilization AF 1 /18TRT GAR, (1) CF18DT /E/IN/835, 1200 lumens per lamp, 1.3 s /mh, test no. LTL9404 .4 . 1 1111 , 1�� . 11 From 0' cp. Lumens Qa 423 522 41 0 15° 579 123 25a 543 187 35a 328 175 45a 263 150 650 12 1 89Se 0 0 0 Zone Lumens %lamp 0a -30a 351.8 29.3 0a -40a 526.7 43.9 0a -60a 693.5 57.8 0a -90a 695.4 58.0 90a -180° 0.0 0.0 0a -180° 695.4 58.0* 'Efficiency 111 209: 50% p c 8D% 7D% 50% pw 50% 30% 50% 3D% 50% 3D% 1 63 62 62 61 60 59 2 58 56 57 55 55 53 3 58 54 57 54 55 52 4 49 45 48 45 47 44 5 45 48 44 43 40 6 38 41 37 40 37 7 3B 34 3B 34 37 34 8 39 34 38 34 38 34 9 333 29 33 29 32 29 10 31 27 31 27 30 27 AF 1/26TRT GAR, (1) CF26DT /E/IN 1835, 1800 lumens per lamp, 1.2 s /mh, test no. LTL9391 .11 �fiis� From O' cp. Lumens Oa 713 5a B50 206 25* 765 307 35a 493 282 45* 55a 3183 232 75° 0 1 85a 0 0 90a 0 Zone Lumens %lamp 0' -30a 584.2 32.5 0 ° -40° 866.2 48.1 0a-60a 1125.1 62.5' 0a -90a 1127.4 62.6 90a -180° 0.0 0.0 0a -180° 1127.4 626* 'Efficiency p f Annual* 2D% 50% p c BO% 70% 5D% pw 50% 30% 50% 3D% 50%30% 1 69 67 67 -66 65 64 57 56 55 2 55 3 58 54 57 54 55 52 50 47 9 46 48 5 49 45 48 44 47 44 6 45 41 45 41 44 40 16.1 41 6 39 35 8 39 34 38 34 38 34 36 32 36 36 32 35 32 10 34 3300 33 29 33 29 AF 1/32TRT GAR, (1) CF32DT /E/IN/835, 2400 lumens per lamp, 1.3 s /mh, test no. LTL9390 I�� QQ, O-� AN no From O' cp. Lumens Do 784 15a 9864 230 25' 890 354 35' 587 332 45a 473 273 50 2 21 85° 1 1 9Da 0 Zone Lumens %lamp 0a -30a 663.0 27.6 0a-40a 9951 41.5 0a-60a 1299.6 54.2 0a -90a 1304.8 54.4 90a -180° 0.0 0.0 Da -180° 1304.8 54.4* 'Efficiency P f Annual* 20% 50% p c 80% 70% 509E pw 5096 30% 50% 30% 50%30% I 6D 5B 58 57 56 55 2 55 3 52 49 45 3 50 47 9 46 48 5 44 40 42 38 38 5 42 3399 39 36 16.1 41 6 39 35 39 35 38 35 7 36 32 36 32 35 32 10 30 26 30 26 29 26 15.9 9 31 2V7 3i 277 30 27 10 29 25 29 25 28 25 AF 1 /42TRT GAR, (1) CF42DT /E/IN /835, 3200 lumens per lamp, 1.3 s /mh, test no. LTL9521 From O' cp. Lumens 0* 1058 50 a 1136 3223 25a 1043 481 35° 774 473 45a 622 374 55° 26 41 65a 2 2 85' 0 0 90a 0 Zone Lumens %lamp 0a -30a 916.8 28.6 0a -40a 1390.1 43.4 0a -60a 1805.1 56.4 0a -90a 1808.4 56.5 90a -180° 0.0 0.0 0° -180° 1808.4 56.5* 'Efficiency pf Annual* 2D% 50% pc 8D% 70% 50% pw 50% 3D% 50% 3D% 50% 3D% 1 62 60 61 59 58 57 Mount at beam 51 4 3 52 49 48 50 diameter edge diameter edge 8' 14.0 5 44 40 43 40 42 3399 6 41 37 40 35 39 36 16.1 0.8 34 31 30 8 3355 31 20.4 3344 9 32 28 32 2B 31 28 10 30 26 30 26 29 26 Illuminance Data at 30" Above Floor for a Single Luminaire ENERGY (Calculated in accordance with NEMA standard LE -SA) Annual* 50% 109. Lamp beam angle 60.9' beam angle 94.1° angle 94.1° Initial fc Initial fc fc at fe at fc at Mount at beam Beam beam Beam beam height center diameter edge diameter edge 8' 14.0 6.5 7.0 11.8 1.4 10' 7.5 8.8 3.8 16.1 0.8 12' 4.7 11.2 23 20.4 0.5 14` 3.2 13.5 1.6 24.7 0.3 16' 23 15.9 1.2 29.0 0.2 ENERGY (Calculated in accordance with NEMA standard LE -SA) Annual* 5D% 10% Lamp beam angle 59.9' beam angle 93.8° angle 94.1° Initial fc Initial fc 1c at fe at fc at Mount at beam Beam beam Beam beam height center diameter edge diameter edge 8' 23.6 6.3 11.8 11.8 24 10' 12.7 8.6 6.3 16.0 1.3 12' 7.9 11.0 4.0 20.3 0.8 14' 5.4 13.3 27 24.6 0.5 16' 3.9 15.6 20 28.8 0.4 ENERGY (Calculated in accordance with NEMA standard LE -SA) Annual* 50% 10% Lamp beam angle 62.0° beam angle 94.1° Initial fc Initial fc Ic at fe at (c at fc at Mount at beam Beam beam Beam beam height center diameter edge diameter edge 8' 25.9 6.6 13.0 11.8 26 10' 13.9 9.0 7.0 16.1 1.4 12' 8.7 11.4 4.3 20.4 0.9 14' 5.9 13.8 3.0 24.7 0.6 16' 4.3 16.2 22 29.0 0.4 ENERGY (Calculated in accordance with NEMA standard LE -SA) Annual* 5D% 10% Lamp beam angle 625° beam angle 94T' Lamps Initial fc Factor Watts Ic at (1) 18W OTT (c at Mount atbeam Beam beam Beam beam height center diameter edge diameter edge 8' 35.0 6.7 17.5 11.8 3.5 10' 18.8 9.1 9.4 16.1 1.9 12' 11.7 11.5 5.9 20.4 1.2 14' 8.0 14.0 4.0 24.7 0.8 16' 5.8 16.4 29 29.0 0.6 ENERGY (Calculated in accordance with NEMA standard LE -SA) Annual* Energy Lamp Ballast Input LER.DOL Cost Lamps lumens Factor Watts 35 S6.90 (1) 18W OTT 1200 1.00 20 40 $5.96 (1) 26W OTT 1600 1.00 28 36 $6.75 (2) 32W TRT 2400 0.98 36 39 $6.11 (2) 42W TRT 3200 1.00 46 `Comparative yearly lighting energy cost per 10001umens 1 For electrical characteristics, refer to Technical Bulletins tab. 2 Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating factors can cause differences between laboratory data and actual field measurements. Dimensions and specifications are based on the most current available data end are subject to change without notice. GOTHAM ARCHITECTURAL OOWNLIGHTING DCF -110 A DIVISION OF ACUITY LIGHTING GROUP, INC. 02007, 2009 Acuity Brands Lighting, Inc. got h a m 1400 Lester Road Conyers Georgia 3DD12 All Rights Reserved. Rev. 02/10 P 800 315 4982 F 770 860 3129 AnK4Crmo&nN waw.gothamlighting.wm Q rah. d -(o - f $ Ex - 6 $C, /o t U.neu Series .¢� ll O ��Illlllillllll__Y' �III�III��. Maximum Punch - Minimum Profile The Baseline series is a slim profile (1.7 x 0.9 ") linear LED strip that combines industry leading LEDs with high performance reflectors to generate intense beam patterns for a wide range of outdoor and indoor flood and wash applications: Baseline 25 combines all the features of the Baseline series with the added .benefit of 25% more lumen output. Available in 12 *, 386. and 1200 distributions, in either 3000k. or 5000k white in lenghts from 335mm (13 ") up to 1475mm (58 "), all IP65 rated for maximum protection from intrusion of dirt and moisture. Available for 0 -10V dimmable in our accessory section. The Baseline series is perfect for architectural cove and feature illumination, wall washing, sign illumination, and linear feature lighting indoors or out. SSL products are offered with a 5 year limited warranty. cataiag number. Style Length (A) LED color Optias. BL. - Baseline 1 - 335mm (13.2 ") 3K - Warm White 30.001 i2 >.120 Reflector BL26 - Baseline25 2 - 620mm (24.4 ") 5K - Cool White 5000K 38 - 380 Refledor 3 - 905mm (35.6 ") 120 - 1200 Reflector 4 - 1190mm (46.9 ") 5 - 1475mm (58.1") Dimensions: A z 3' 3- �.. 1.314" 1.314- 1 -314" W p Ye Bottom Wall Wall Mount Mount Mount Orientation 1 Orientation 2 "A" Dimension 620mm (24.4 ") 905mm (35.6 ") 11 90m (46.9 ") 1475mm (58.1 ") ` Specifications subject to change without notice. www.solidstateluminalres.com Ph: 1-877 -SSL -GREEN Old 0 -(6 --1% "B" Dimension 300mm (11.81 ") 500mm (19.67) 600mm (23.62 ") 700mm (27.55`) Fax: 1-630- 889 -8106 F—x.3 Sc. I � 9 nnone Specifications Construction Extruded aluminum body with die cast end caps. Tempered glass cover. Molded vacuum metalized specular optical reflectors. Housing and cover are sealed for IP65 rating. Stainless steel universal mounting bracket provided with positive aiming lock. Stainless steel strain relief with 2 meter (6.5') power cord. Power Supply Requirements Class II, internally regulated for operation on external 24 VDC input. Power supplies are specified separately. For detailed information, consult Power Supply section. Optical Performance: 120 Reflector 120° NSA II►1�� Performance Initial Lumens System Lumens Length Wattage 3000K 5000K 3000K 5000K Baseline 335mm (13.2 ") 7 360 480 280 375 620mm (24.4 ") 14 720 960 560 750 905mm (35.6 ") 21 1080 1440 840 1125 1190mm (46.911) 28 1440 1920 1120 1500 1475mm (58.1") 35 1880 2400 1400 1875 Baseline25 335mm (13.2 ") 9 480 640 375 500 620mm (24.4 ") 18 960 1280 750 1000 905mm (35.6 ") 28 1440 1920 1125 1500 1190mm (46.911) 37 1920 2560 1500 2000 1475mm (58.111) 46 2400 3200 1875 2500 0" i99 ° 90 ° 270 ° �2 Cxg se.Ia °I ` Specifications subject to change without notice. www.solidstateluminaires.com Ph: 1- 877 -SSL -GREEN Fax: 1- 630 - 889 -8106 11/2008 1. EXIS LNG SITE TOPOGRAPHY. UTIUTIES, RIG/ROF -WAY AND HORIZONTAL CONTROL SIIONM ON THE DRAWINGS WERE OBTAINED FROM A SURVEY PREPARED BY: V3 COMPANIES OF RIIH S LTD. 7325 JANES AVENUE WOODRIDGE IL 60517 COPIES OF THE SURVEY ARE AVAILABLE FROM THE NE ENGIER SITE CLkIDOIOTS MAY PAVE CHANGED SNCE THE SURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TO FMCUARRE THEMSELVES VATI4 THE CURRENT CONDITIONS. 2. ALL EXISTING TOPOGRAPHY. UNDERGROUND UTILITIES. STRUCTL9RES AND ASSOCIATED FACILITIES SHOWN CH THESE DRAVA GS HAVE MEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER FACILITIES. THE EXISTENCE OF WHICH ARE NOT PRESENTLY KNK)WN. 3. CONTRACTOR IS TO VERIFY ALL EXISMNG STRUCTURES AND FACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL AND STARTING WORK 4. ALL ELEVATIONS ARE BASED ON USGS DATUM BENCHMARK LOCATIONS AND ELEVATIONS ARE SHOWN ON PLANS. S. ALL APPLICABLE PROVISIONS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREIN INCORPORATED BY REFERENCE e. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNING REGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLIC AGENCY PERMITS PRIOR TO STARTING WORK THE CONTRACTOR BY USING THESE PANS FOR THEIR WORK AGREE TO HOLD HARMLESS V3 COMPANIES OF ILLINOIS LTD.. THE MUNICIPALITY. THEIR EMPLOYEES AND AGENTS AND THE OWNER WHILE ACTING W1THN THE SCOPE OF THEIR DUTIES FROM AND AGAINST ANY AND ALL UASIUTY. CLAIMS. DAMAGES. AND THE COST OF DEFENSE ARISING OUT OF CONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBED HEREIN, BUT NOT INCLUDING THE SOLE NEGLIGENCE OF THE OWNER. HIS AGENTS. THE ENGINEER HIS EMPLOYEES MID AGENTS. 7. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS. ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY MADE A PART HEREOF: a. - STANDARD SPECIFICATIONS FOR RD AD AND BRIDGE CONSTRUCTION IN ILLINOIS; AS PREPARED BY TOOT. LATEST EDITION. C. STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILUNOIS AS PUBLISHED BY THE IEPA' LATEST EDITION. c ILLINOIS RECOMMENDED STANDARDS FOR SEWAGE WORKS• AS PUBLISHED BY THE IEPA LATEST EDITION. p. THE LATEST EDITIONS OF THE SUBDIVISION CODE AND STANDARDS OF THE VILLAGE OF DEERFIELD. e. THE NATIONAL ELECTRIC CODE IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGAAROTO SiTEWORK ISSUES DESGMED EY THE ENGINEER THE MORE STRINGENT REQUIREMENT SHALL GOVERN. a. NO BURNING OR INCINERATION OF RUBBISH WILL BE PERMITTED ON STM. 9. THE CONTRACTOR SMALL PROVIDE FOR THE SAFE AND ORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHERE NSMEiR OPERATIONS ABUT PUBLIC THOROUGHFARES AND ADJACENT PROPERTY IN ACCORDANCE WITH LOCAL ORDINANCE AND IDOT REQUIREMENTS. 10. BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY THE OWNER OF SUCH UTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BE COORDINATED AND PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH THE REOUIREMENTS OF THE OWNER OF THE UTILITY INVOLVED. F ANY EXISTING SERVICE LANES. UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN N SERVICE ARE UNCOVERED OR ENCOUNTERED DURING THIS OPERATION. THEY SHALL BE SAFEGUARDED. PROTECTED FROM DAMAGE AND SUPPORTED IF NECESSARY. 11. ALL COORDINATES REFER TO SACK OF CURB. CENTERLINE OF MANHOLE STRUCTURE UNLESS OT)HWERMSE INDCATED. m ALL CURB RADII REFER TD BACK OF CURB. 11 THE CONTRACTOR SHALL NOTIFY THE VILLAGE OF DEERFIELD 48 HOURS PRIOR TO COMMENCING ANY C2o WORK AND FOR ANY NEW CONSTRUCTION REDUIRING INSPECTION. 14. AREAS OUTSIDE THE R.O.W. LIE OR CONSTRUCTION C3.1 UMIT LINE IMPACTED BY OPERATIONS OF THE 30. CONTRACTOR SHALL BE RETURNED TO THE STATE R CS.O WAS FOUND PRIOR TO NEW CONSTRUCTION. EXCEPT CS.1 WHERE NEW WORK IS SHOWN. 15. STREET PAVING AND CURBS TO REMAIN SHALL BE FL PROTECTED FROM DAMAGE AND IF DAMAGED, SHALL FENCE LINE - BE REPLACED PROMPTLY IN CONFORMANCE WITH 31. THE MUNICIPALITY OR TOOT STANDARD • SPEGFICATIONS IN MATERIALS AND WORKMANSHIP. Ie, PROPOSED ELEVATIONS INDICATE FINISHED -710 - CONDITIONS. FOR ROUGH GRADING ELEVATIONS for ALLOW FOR THICKNESS OF PROPOSED PAVING 32. (ROADS. WALKS. DRIVES. ETC.) OR TOPSOIL AS �/y� ��L EyIL� EUD mfB INDICATED ON DRAWINGS. 17. PROVIDE TRENCH SACKFILL IN ACCORDANCE WITH REVERSE PDCMED CURB THE DETAILS OF THE PLANS FOR ALL UTILITY LINES 706.0 (OR AS OTHERWISE NOTED ON PLANS). BACXF LL /��I1 w�.. 4s hmm b,9lbe you ma SHALL BE PLACED AND COMPACTED PER THE VILLAGE OF DEERFIELD AND IDOT SPECIFICATIONS. III. BACKFILL SMALL BE PLACED NEXT TO THE CURB AS 782.12 SOON AS PERMISSIBLE AFTER CONSTRUCTION TO FES PREVENT SCOURING AND UNDER CUING BY STORM 3S WATER RUNOFF. A9. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS FIG OF ALL UNDERGROUND UTILITY CONSTRUCTION AND SANITARY FORCE MAR SUBMIT - RECORD INFORMATION TO ENGINEER FOR m USE IN PREPARING RECORD DRAWINGS. 20 ALL BUTT JOINTS AS SHOWN ON THE PLANS AND AS 17. DIRECTED BY THE ENGINEER SHALL BE - G - CONSTRUCTED BY MILUNG AND SHALL BE HDCP CONSIDERED INCIDENTAL TO THE COST OF THE UNDERGROUND TELEPHONE BITUMINOUS SURFACE COURSE. 21. ALL TREES TO BE SAVED SMALL BE IDENTIFIED - „ PRIOR TO CONSTRUCTION BY THE LANDSCAPE BLARED CABLE- ELECTRIC ARCHITECT MO SHALL BE PROTECTED PER [DOT - T - SECTION 201.05. THE RIGHT-OF-WAY LINE AND LIMITS - OF THE CONTRACTORS OPERATIONS SHALL BE UTILITY STRUCTURE WITH CLOSED LID CLEARLY DEFINED THROUGHOUT THE LF CONSTRUCTION PERIOD. ALLTREESNDTEDTO ' REMAIN SHALL BE PROTECTED FROM DAMAGE TO >d TRUNKS. BRANCHES AND ROOTS. NO EXCAVATING. III FRLNG OR GRADING IS TO BE DONE INSIDE THE DRIP y LANE OF TREES UNLESS OTHERWISE INDICATED. 22. FINAL ADJUSTMENT OF FIRE HYDRANTS. VALVE ® VAULTS AND MANHOLES ARE INCIDENTAL TO THEIR Q COST. 23. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL A BE PROTECTED IN SUCH A WAY AS TO PREVENT v2- ACCUMULATION OF MUD OR SOIL ON PUBLIC TREE THOROUGHFARES. AT THE END OF EACH DAY AND AS W. OFTEN AS NECESSARY THE CONTRACTOR SHALL i� -- CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN CONCRETE HEADWALL TRACKED ONTO PUBUC STREETS OR AS REQUIRED BY �- STATE AND VILLAGE OF DEERFIELD OFFICIALS. 24. THE CONTRACTOR SMALL BE RESPONSIBLE FOR FLARED END SECTION (F.E.S.) EROSION AND SEDIMENTATION CONTROL AS PRC SHOWN ON THESE DRAWINGS. 25. ALL UTIUTY CONNECTIONS TO EXISTING LINES FLOOD LIGHT SHALL BE CONSTRUCTED IN ACCORDANCE WITH 40 THE REGULATIONS AND TO THE SATISFACTION OF "z� 01,0 OQ THE UTILITY OWNER. 26. FOR REGULATED UTILITY LOCATIONS. THE a CONTRACTOR SHALL CONTACT THE JOINT UTILITY 41. LOCATION INFORMATION FOR EXCAVATORS. HAND HOLE 'J.U,L.I.E.' AT 14100- 8920123. LOCAL GOVERNMENT A0 V AGENCIES SHOULD BE CONTACTED BY THE S CONTRACTOR FOR LOCATION OF ALL IRRIGATION HEADS NONREGULATED UTILITY LOCATIONS. PLEASE CALL Y FOR LOCATES 48 HOURS IN ADVANCE OF SFM CONSTRUCTION. 27. WREN AN EXISTING DRAINAGE ROUTE. EITHER A STORM SMW SEWER OR WATERWAY, S INTERRUPTED DUE TO THE ■� SEWER INSTALLATION THE DRAINAGE ROUTE SHALL BE TELEPHONE PEDESTAL REESTABUSHED TO ORDINAL CONDITION' BY THE END Q OF THE SAME WORK DAY. DRAINAGE MUST BE STMM MAINTAINED AT ALL TIMES WRING CONSTRUCTION 20 ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED 42 BY THE LTUTY COMPANY AT THE CONTRACTORS TIP EXPENSE 29. THE GENERAL CONTRACTOR SHALL COORDINATE WITH Ty UTILITY COMPANIES TO PROVIDE CABLE TV. POW- TYP ELECTRIC. GAS AND IRRIGATION SERVICES GENERAL DITCH CHECK f CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING SPECIFICATIONS OF PROPOSED IMPROVEMENTS ETC. CONTRACTOR SMALL. MAINTAIN ACCURATE RECORDS OF ALL UNDERGROUND UDLRY CONSTRUCTION INCLUDING BUT NOT LIMITED TO STRICTURES. MANHOLES, WYES AND SERVICES, VALVE BOXES VAULTS HYDRANTS. ETC. CONTRACTOR TO SUBLOT RECORD' INFORMATION PER LAKE COUNTY PVBUC WORKS DEPARTMENT REOUIREMENTS TO ENGINEER FOR USE IN PREPARING RECORD DRAVANWY- THE CONTRACTOR SHALL PROVIDE RECORD ELEVATIONS OF ALL WATER MAIN CONSTRUCTED EVERY 100 LF (TOP OF PPE) TO THE ENGINEER. 43. CONTRACTOR SMALL RESPREID 12 INCHES OF TOPSOIL ON ALL FINAL LANDSCAPE AREAS AND 12 DCHES OF TOPSOIL ON ALL FUTURE DEVELOPMENT AREAS UNLESS OTHER IM NOTED. M. TREES SHALL BE INSTALLED A MINIMUM OF 5 FT HOR=HTALLY FROM SANITARY SENERS. SANITARY SERVICES, WATER MANN$ AND WATER SERVICES. TREES SMALL BE INSTALLED A MN4NM 10 FT HORIZONTALLY FROM UTILITY STRUCTURES AND APPURTENANCES INCLUDING BUT NOT LIMITED TO MANHOLES. VAULVE VAULTS VALVE BOXES, HYDRANTS, ETC, 45. AC HIGH PERMTTER SECURITY FENGNG`MTH LOCKABLE ACCESS GATE SHALL BE PROVIDED AROUND THE ENTIRE PERIMETER OF THE SITE DURING CONSTRUCTION. GATE SHALL BE LOCKED AT ALL TOES WHEN NO CONSTRUCTION IS TAKING PLA CE. 46. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS TECHNIQUES SEOUENCES OR PROCEDURES. TIME OF PERFORMANCE. PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR THE CONTACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF NSMER WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS. 47, THE CONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE AS REQUIRED BY THE VILLAGE OF DEERFIELD. U. A PRE-CONSTRUCTION MEETING WITH THE VILLAGE OF DEERFIELD AND LAKE COUNTY PUBLIC WORKS DEPARTMENT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. FURTHERMORE THE CONTRACTOR SWILL NOTIFY THE VU-AGE OF DEERFIELD (947 -945- 5000) AND THE KLUGE ENGINEER OF DEERFIELD (M7- 94SS000) AT LEAST 72 HOURS PRIOR TO BEGINNING ANY WORK 49, UPON COMPLETION OF CONSTRUCTIOR AS -BUILTS OF ALL UTILITIES ARE REOUIRED TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER AND PROVIDED TO THE VILLAGE OF DEERFIELD FOR FINAL APPROVAL FURTHERMORE. UPON APPROVAL OF THE UTILITY AS BUILTS, REPRODUCIBLE COPES AND CAD RIES WILL BE REQUIRED BY THE VILLAGE OF DEERFIELD. INDEX OF DRAWINGS C1.0 SITE LAYOUTS FOR THESE UTILITIES AND SHALL B -B COORDINATE AND PROVIDE COMMIT CROSSINGS AS C2o REQUIRED. THIS COORDINATION SNAIL BE CONSIDERED C3.0 INCIDENTAL M GENERAL CONTRACTOR VON OWNER. C3.1 ANY CONFLICTS IN UTILITIES SMALL BE CORRECTED SY THE GENERAL CONTRACTOR AT NO ADDITIONAL COST TO LAMER 30. AN INSPECTION OF THE SUBGRADE WILL BE MADE BY CS.O PEFSCRV24G A PROOFROLL TEST IN THE PRESENCE OF CS.1 THE MUHIOPAL ENGINEERING DEPARTMENT INSPECTOR. C52 THE SUBGRADE MUST BE APPROVED PRIOR TO PLACING FL ANY TYPE OF CURB AND GUTTER GECTEXTL.E FENCE LINE - STABILIZATION FABRIC OR BASE MATERIAL 31. PROVIDE SMOOTH VERTICAL CURVES THROUGH • HIGH AND LOW POINTS INDICTED BY SPOT PROPERTY CORNER' ELEVATIONS. PROVIDE UNIFORM SLOPES BETWEEN -710 - NEW AND EXISTING GRADES. AVOID RIDGES AND for DEPRESSIONS. 32. ASPHN T JOINTS FOR BINDER ANDSURFALE COURSES �/y� ��L EyIL� EUD mfB ARE TD BE STAGGERED. 33, THE CONTRACTOR S RESPONSIBLE FOR HAVING A SET REVERSE PDCMED CURB OF APPROVED ENGINEERING PLANS WITH THE LATEST 706.0 REVISION DATE ON THE JOB SITE PRIOR MTHHE START /��I1 w�.. 4s hmm b,9lbe you ma OF CONSTRUCTION. U. NO HOLES ARE TO BE LEFT OPEN N THE PAVEMENT OR 782.12 PARKWAY OVER A HOLIDAY. WEEKEND OR AFTER 3.00 FES P.M. ON THE DAY PRECEDING A HOLIDAY OR A WEEKEND. 3S ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVED - j- -.- -j- SWILL BE SAWCUT ALONG UNITS OF PROPOSED FIG REMOVAL BEFORE COMMENCEMENT OF PAVEMENT SANITARY FORCE MAR REMOVAL m BANDSEAL CONNECTORS OR EQUIVALENT SHALL BE -- W -- USED M JOIN PIPES OF DISSIMILIAR MATERIAL 17. COPIES OF SDI4S INVESTIGATION REPORTS MAY BE - G - OBTAINED FROM THE OWNER. ANY BRACING. SHEETING HDCP OR SPECIAL CONSTRUCTION METHODS DEEMED UNDERGROUND TELEPHONE NECESSARY BY THE CONTRACTOR IN ORDER TO INSTALL - TIE - THE PROPOSED IMPROVEMENTS SHALL BE CONSIDERED - „ U40DENT14LTO THE CAST OFTHE PROJECT. ANY BLARED CABLE- ELECTRIC ADDITIONAL SOBS DATA NEEDED TO CONFIRM THE - T - CONTRACTORS OPINIONS OF THE SUBSOIL CONDITIONS - SWILL BE DOME AT THE CONTRACTORS EXPENSE. THE UTILITY STRUCTURE WITH CLOSED LID CONTRACTOR SNAIL OBTAIN THE OWNERS WRITTEN LF AUTHORIZATION TO ACCESS THE SITE TO CONDUCT A ' SUPPLEMENTAL SOILS INVESTIGATION >d THE CONTRACTOR SHALL RE RESPONSIBLE FOR III OBTAINING ALL REQUIRED PERMITS FOR CONSTRUCTION y ALONG OR ACROSS ownmG STREETS OR HIGIM'AYS VALVE N VALVE BOX CONTRACTOR SHALL MAKE ARRANGEMENTS FOR THE ® PROPER BRACING. SHORING AND OTHER REOUIRED Q PROTECTION OF ALL ROADWAYS BEFORE POST INDICATOR VALVE CONSTRUCTION BEGINS AND SAL. BE RESPONSIBLE A FOR ANY DAMAGE TO THE STREETS OR ROADWAYS AND ASSOCIATED STRUCTURES AND SW LMAKE REPAIRS AS v2- NECESSARY TO THE SATISFACTION OF THE OWNER OF TREE THE ROADWAY W. THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE i� -- INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS, CONCRETE HEADWALL TRAFFIC CONTROL DEVICES AND WARNING DEVICES TO �- INFORM AND PROTEST THE PUBLIC DURING ALL RASES PL OF CONSTRUCTION. BARRICADES AND WARNING SIGNS FLARED END SECTION (F.E.S.) SHALL BE PROVIDED IN ACCORDANCE WITH ARTICLE 101.14 OF THE IDOT STANDARD SPECIFICATIONS ALL PRC TRAFFIC CONTROL WORK SHILL BE DONE N 3 ACCORDANCE WITH JODY'MANUAL W UNIFORM TRAFFIC FLOOD LIGHT CONTROL DEMCESi 40 REMOVED PAVEMENT, SIDEWALK CM8 AND GUTTER, ETC. SWUM BE DISPOSED OF BY THE CONTRACTOR AT "z� 01,0 OQ HIS OWN EXPENSE THE CONTRACTOR SHALL BE LIGHT STANDARD RESPONSIBLE FOR PROVIDING AN OFF -SITE DUMP SITE a AT HIS OWN EXPENSE 41. ALL FIELD TIE EMC XNTERED DURING CONSTRUCTION HAND HOLE OPERATIONS SHALL BE CONNECTED TO THE PROPOSED A0 V STORM SEVER OR EXTENDED M OUTLET INTO A S PROPOSED DRAINAGE WAY AS DETERMINED BY THE IRRIGATION HEADS ENGINEER. IF THIS CANNOT BE ACCOMPLISHED. THEN IT SHALL BE REPAIRED WITH NEW PIPE OF SIMMR SIZE AND Y MATERIAL TO THE O RX9NAL LINE AND PUT N SFM ACCEPTABLE OPERATIONAL CONOTTION. A RECORD OF TELEPHONE MANMOLE THE LOCATION OF ALL FIELD TILE FOR ON-STE GRAIN SMW PIPE ENCOUNTERED SMALL BE KEPT BY THE ■� SUBCONTRACTOR AND SUBMITTED MTHE ENGINEER UPON COMPLETION OF THE PROJECT. ALL FIELD TILE TELEPHONE PEDESTAL REPAIRS MUST MEET THE ILLINOIS URBAN MANUAL SPEC Q INS. THE COST OF THIS WORK SHALL BE CONSIDERED AS STMM INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL UTILITY TO BE ABANDONED COMPENSATION VALL BE PROVDEO. 42 THE CONTRACTOR SMALL MAINTAIN ON THE JOBSTE AT TIP ALL TIMES A LEGIBLE RECORD ON A SET OF CURRENT STORMWATER FLOW DIRECTION -APROVEIT ENGINEERING PANS OF ANY FIELD TILE Ty ENCOUNTERED. AND ANY MODIFICATIONS OR TYP ALTERATIONS TO ALIGNMENT ANOIOR TO PLANS AND DITCH CHECK f SPECIFICATIONS OF PROPOSED IMPROVEMENTS. ETC, SPECIFICATIONS OF PROPOSED IMPROVEMENTS ETC. CONTRACTOR SMALL. MAINTAIN ACCURATE RECORDS OF ALL UNDERGROUND UDLRY CONSTRUCTION INCLUDING BUT NOT LIMITED TO STRICTURES. MANHOLES, WYES AND SERVICES, VALVE BOXES VAULTS HYDRANTS. ETC. CONTRACTOR TO SUBLOT RECORD' INFORMATION PER LAKE COUNTY PVBUC WORKS DEPARTMENT REOUIREMENTS TO ENGINEER FOR USE IN PREPARING RECORD DRAVANWY- THE CONTRACTOR SHALL PROVIDE RECORD ELEVATIONS OF ALL WATER MAIN CONSTRUCTED EVERY 100 LF (TOP OF PPE) TO THE ENGINEER. 43. CONTRACTOR SMALL RESPREID 12 INCHES OF TOPSOIL ON ALL FINAL LANDSCAPE AREAS AND 12 DCHES OF TOPSOIL ON ALL FUTURE DEVELOPMENT AREAS UNLESS OTHER IM NOTED. M. TREES SHALL BE INSTALLED A MINIMUM OF 5 FT HOR=HTALLY FROM SANITARY SENERS. SANITARY SERVICES, WATER MANN$ AND WATER SERVICES. TREES SMALL BE INSTALLED A MN4NM 10 FT HORIZONTALLY FROM UTILITY STRUCTURES AND APPURTENANCES INCLUDING BUT NOT LIMITED TO MANHOLES. VAULVE VAULTS VALVE BOXES, HYDRANTS, ETC, 45. AC HIGH PERMTTER SECURITY FENGNG`MTH LOCKABLE ACCESS GATE SHALL BE PROVIDED AROUND THE ENTIRE PERIMETER OF THE SITE DURING CONSTRUCTION. GATE SHALL BE LOCKED AT ALL TOES WHEN NO CONSTRUCTION IS TAKING PLA CE. 46. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS TECHNIQUES SEOUENCES OR PROCEDURES. TIME OF PERFORMANCE. PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR THE CONTACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF NSMER WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS. 47, THE CONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE AS REQUIRED BY THE VILLAGE OF DEERFIELD. U. A PRE-CONSTRUCTION MEETING WITH THE VILLAGE OF DEERFIELD AND LAKE COUNTY PUBLIC WORKS DEPARTMENT IS REQUIRED PRIOR TO THE START OF CONSTRUCTION. FURTHERMORE THE CONTRACTOR SWILL NOTIFY THE VU-AGE OF DEERFIELD (947 -945- 5000) AND THE KLUGE ENGINEER OF DEERFIELD (M7- 94SS000) AT LEAST 72 HOURS PRIOR TO BEGINNING ANY WORK 49, UPON COMPLETION OF CONSTRUCTIOR AS -BUILTS OF ALL UTILITIES ARE REOUIRED TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER AND PROVIDED TO THE VILLAGE OF DEERFIELD FOR FINAL APPROVAL FURTHERMORE. UPON APPROVAL OF THE UTILITY AS BUILTS, REPRODUCIBLE COPES AND CAD RIES WILL BE REQUIRED BY THE VILLAGE OF DEERFIELD. INDEX OF DRAWINGS C1.0 GENERAL NOTES. LEGEND. ABBREVIATIONS B -B d BENCFOUARKS C2o LAYOUT PLAN C3.0 GRADING AND EROSION CONTROL PLAN C3.1 EROSION CONTROL NOTES AND DETAILS C4.0 UTILITY PLAN AND SANITARY PROFILE CS.O CONSTRUCTION DETAILS CS.1 CONSTRUCTION DETAILS C52 CONSTRUCTION DETAILS 11 Of - AY- AHIDNON. T.I'- ABBREVIATIONS A LEGEND B -B EXISTING PROPOSED DESCRIPTION _---- - - - -�- RGNT- OF-WAY LINE ' )i./sW PROPERTY LINE (EXTERIOR) DOTE OF NLLJHaB ) TACT ITBMED O/®MI.P TIM(�ASFN CG\PAIdEIt LOT LINE INTERIOR) - - - -- - - -- EASEMENT LINE FL m LET Px IMILM@ L2M N NRRAOf108 PATH ON THE FAST ME CIF FENCE LINE - - - - - - - CENTERLINE • O PROPERTY CORNER' MFAgEf.TDN Ci 6VJId1Ht8 R01DMDlA1fT O0OITROV. -710 - CONTOUR 1 for HLVATICN. NLU UALQ, CURB L CUTTER EAST OR ELECTRIC �/y� ��L EyIL� EUD mfB DEPRESSED QRB L GUTTER SSO AST REDUCE TIYTR JONNKI AOFBT ®ETIOPEEiE10 PRACTICED IOABmf®ILE TEIJ�DgmCT DAMAGE TEAO.lOa0I0 EPKW93M REVERSE PDCMED CURB • 70"v:L 706.0 SPOT ELEVATION ' /��I1 w�.. 4s hmm b,9lbe you ma 7 TOP OF CURB ELEVATION wuNfNSe FJIAINESWNDV�aHt)XL mf, 782.12 EDGE OF PAVEMENT ELEVATION FES FLARED END SECTION UTLITY STUB -j. -j- - j- -.- -j- SANITARY SEWER FIG FINISHED GRADE SANITARY FORCE MAR -j- ->- - > ---- -� STORM SEWER -- W -- W WATER MAN -- G ---- - G - CAS MAN HDCP HANDICAP UNDERGROUND TELEPHONE F:f -- - TIE - L ELECTRIC DUCT BMK - „ - E - BLARED CABLE- ELECTRIC - , - - T - BURIED CABLE - TELEPHONE - Q UTILITY STRUCTURE WITH CLOSED LID INLET LF CURB MET , ' ® DRAINAGE STRUCTURE WITH OPEN LID LEFT III FIRE HYDRANT y 0 VALVE N VALVE BOX MONTORNG WELL ® GATE VALVE IN VALVE VAULT Q • POST INDICATOR VALVE NORMAL WATER LEVEL A THRUST BLOCK v2- OPEN LID TREE POINT OF CURVATURE PLC TREE LINE i� -- �- CONCRETE HEADWALL }-- �- SUBMERGED HEADWALL PL PROPERTY LINE FLARED END SECTION (F.E.S.) POWER POLE PRC GUY WIRES 3 Q FLOOD LIGHT PUBLIC UTILITY EASEMENT } UTILITY POLE "z� 01,0 OQ x 0-0 -0 LIGHT STANDARD 0 a TRAFFIC SIGNAL POLE x RADIUS OR RIGHT HAND HOLE REINFORCED CONCRETE WE A0 V SOIL BORNG S ROPE OR SOUTH IRRIGATION HEADS IT Y SIGN SFM O TELEPHONE MANMOLE SHEET SMW MONITORING WELL ■� ■N TELEPHONE PEDESTAL 3 Q TRANSFORMER PAD STMM STORM MANHOLE UTILITY TO BE ABANDONED TANGENT LENGTH OR TELEPHONE &2 Y,'X -x FEATURE TO BE REMOVED TIP TOP OF PPE STORMWATER FLOW DIRECTION TOP OF WALL Ty STORMWATER OVERFLOW ROUTE TYP - -- DITCH CHECK f UTILITY POLE / A I INLET FILTER BASKET VERT t9 RP RAP WEST WM BOLLARD -� -SF- SILT FENCE ' 00 WATER MAN PROTECTION COD UTILITY CROSSING LABEL GUARDRAIL 333333= RAILROAD TRACKS ® RETAINING WALL L / REVISION CE-ATDN -WCLL- CONSTRUCTION LMT LINE - Y--T -e TREE PROTECTION FENCE 11 Of - AY- AHIDNON. T.I'- ABBREVIATIONS A LIJNd1 LICSGO DEIRGN FIRM NM i•Mmam B -B BENCHMARKS DRAINAGE EERTiFlCA PROFESSIONAL ENGINEER'S CERTIFICATION O.e BUILDING BM NIN9 )i./sW BMH lBTIX TAIL (VJ CSI fJl�NM®MN FF>= T6LTTOP TNE.LE DOTE OF NLLJHaB ) TACT ITBMED O/®MI.P TIM(�ASFN CG\PAIdEIt >W .IOIIIi Ugly mNOOF tAQiOOQ(RCMOABOUFl80 INTERSECTION OPL UNDEM ROAD AM LAKSCOOITRGR6 ELVVATLON. E�•t USO.S pgA rYCIP LAKE. ) DATEDTfB DAYW A.IsM wP800ARTCF MIN TNOT6?KN.GIHML®AAECTWEO ®roeElAND N NI 40TD0q PWTTOFAIID N GLI4AJMCTION DARNTHE /FiL{1�FIPEffRGT10NB AVID OpYIRAGFOOgl1ENIS FL m LET Px IMILM@ L2M N NRRAOf108 PATH ON THE FAST ME CIF TDTIEL�TOFOR1040PMJID�A1m BB8. TEDRANACEWTELI .IWAMWATEWWLLNOTBE BY: CLOSED LID a(f IWlDHt9 ROAOABOUT81INfgTNdRM 6TIECDfTF]81NE C1N11 ®IY TE OVQTNUGTON OF THE PRQECTCRANY TEND. ORT14TWARN81.f3ACE OYYNER(ORAT}OWEI'FONR OMTETO REASONABLE PROYtT10FO HAVE BEEN DATDTO_DAYOF .AD.mN DM MFAgEf.TDN Ci 6VJId1Ht8 R01DMDlA1fT O0OITROV. RMT30 DNlNOE WLL BE OMN@D. "WE FOR CC128TFNND . R pRMA MLA WATF7N MOTEM DUCTILE RON WATER MAN for HLVATICN. NLU UALQ, LMVDODH LILT MRFALE MALL DE P CORD IKIFF NALA HY: Y tLg9(aBf.<sTpRFD PROFESSIONAL NWiTED A1O7)NT Oft4CTX EAST OR ELECTRIC �/y� ��L EyIL� EUD mfB BMMINS DEFOIR GYfC65M CT A2,01NCONCAE7ILWMXON THE SOUTH dDE6 SSO AST REDUCE TIYTR JONNKI AOFBT ®ETIOPEEiE10 PRACTICED IOABmf®ILE TEIJ�DgmCT DAMAGE TEAO.lOa0I0 EPKW93M WY.ON7LVL4i LAKO- COOITAOADANMOMT X'JI Fti£T EAST OF TE CFM@80@MFRSECTION I+AOiF'6[TYIlET VJB[ DFTIE CBMBTRIACTIOM OP I7E lIJ®1VglPl DTATE/E=!ITRATA4 MA/IFR IlRNOOlLEMOPROFElSDNAL /��I1 w�.. 4s hmm b,9lbe you ma ffJMLI4D6C5 ACAOAIOIAYtLGOdC AOAO. F L G wuNfNSe FJIAINESWNDV�aHt)XL mf, IN OX- ATIOH .INm ®USDA FES FLARED END SECTION 11 Of - AY- AHIDNON. T.I'- ABBREVIATIONS A ARC LENGTH B -B BACK TO BACK OF CURB B/C BAD( OF CURB BLDG BUILDING BM BENCHMARK B/P BOTTOM OF PIPE BWVV BUTTERFLY VALVE N VALVE VNAT C L C CURB AND GUTTER CB CATCH BASIN FL CENTERLINE CL CLOSED LID CO CLEAN OUT W DUCTIL IRON PIPE DM DIAMETER DIWM DUCTILE RON WATER MAN DWG DRAWING E EAST OR ELECTRIC EJ EXPANSION JOINT ELEV ELEVATION E/P EDGE OF PAVEMENT EX. EXISTING F L CL FRAME L CLOSED LID F L G FRAME i GRATE F L OL FRAME L OPEN LID FES FLARED END SECTION F-F FACE TO FACE OF CURB FF FIISHED FLOOR FIG FINISHED GRADE FN FIRE HYDRANT F/L FLOW LINE G CAS LINE OV /VB GATE VALVE N VALVE BOX CV /VV GATE VALVE N VALVE VAIAT HDCP HANDICAP NDPE HIGH DENSITY POLYETHYLENE PPE MOW HEAOWX.L HOR Ho%2CHIA. HP NCH PONT HWL HIGH WATER LEVEL E NVERI ELEVATION N INLET LF LIEA FEET LP LOW PONT OR LIGHT POLE L LEFT ME MATCH EXISTING MN MANHOLE MW MONTORNG WELL N NORTH NIC HOT N CONTRACT / NOT INCLUDED AWL NORMAL WATER LEVEL OC ON CENTER OL OPEN LID PC POINT OF CURVATURE PLC PORTLAND CEMENT CONCRETE OR PONT OF COMPOUND CURVE PGL PROFILE GRADE LINE PI PONT OF INTERSECTION PL PROPERTY LINE pp POWER POLE PRC PONT OF REVERSE CURVATURE PT PONT OF TANGENCY PIA PUBLIC UTILITY EASEMENT PVC PONT OF VERTICAL CURVATURE OR PGLYVNYL CHLORIDE PPE PVI PONT OF VERTICAL INTERSECTION PVT PONT OF VERTICAL TANGENCY R RADIUS OR RIGHT RCP REINFORCED CONCRETE WE ROW RIGHT OF WAY S ROPE OR SOUTH SM SANITARY SF SALTATION FENCE SFM SANITARY FORCE MAN 5HT SHEET SMW SUBMERGED HEADWALL SNH SAID MY MANHOLE STA 5TATION ST STORM STRUCTURE OR STORM SEK STMM STORM MANHOLE T TANGENT LENGTH OR TELEPHONE 7/C TOP OF CURB TIP TOP OF PPE TIN TOP OF WALL Ty TYPE TYP TYPICAL Up UTILITY POLE VC VERTICAL CURVE VERT VERTICAL W WEST WM WATER MAIN CAPYRIGHF 2010• FJG ORAWRM MAY NOT BE TiEPROOU ®1VITIOUT PEWOSSIOFL. TAKEDA CHILDCARE CENTER DFawmD LIDROLB TAI®A RUWMWCEVTICALS NORTH AMERICAN INC. HOES FWOOLWA JOHNSON GODEL /LRC10TCi:TS. OTC. HALVORSON A PARTNERS ALVDIE ENGINIEEA(G V3 COh6-ANIM LTD. DAJ� YY®IBACH A PARTNERS. LTD. SHIM a AASSOCIATES M aHTS C -1.0 V 1 too Q O ow SOCCER 8957 V4-8— S 89*58'31" E 738.37' 738.42'] r TAKMA CHILDCARE CENTER 20,260 S.F. men --- E--- - SM ............................ • V- COPYRIGHT2010. FJr DRAWNGS MAY HOT BE REPRODUCED MHOUr ff Paassx)K . I --- -------- —I,/ 'P, TAKEDA TAKEDA PARKWAY /10 CHILDCARE CENTER TmmvA mimmAcevricma MOFnM AMERIC& M FUMrAWA JOHNSON GOBEL ARCmrnEcm mc. K4LVORSOM & PARTNEM it !Qa ..... ..... OR PARMG SUIAM&RY E..%� IMMAM PAPOGM I R a OVA" PAVMQ LEGEND ----------- F FA F F. 9. --- -------- —I,/ 'P, TAKEDA TAKEDA PARKWAY /10 CHILDCARE CENTER TmmvA mimmAcevricma MOFnM AMERIC& M FUMrAWA JOHNSON GOBEL ARCmrnEcm mc. K4LVORSOM & PARTNEM 'c I -W Z�W NOW MEN i� KE N == IPA MIA mp"N� A W ..... ....... ggo US, CQPMGFff 2M0. FX. DP.AWUi= MAY P= BE vwntom psooss"L I 6 R US o. TAKWA CHUXAW CefMR 20280 FF: Um. i. 691.0 . SOCCER .......... - . ............ L ...... . ..... .......... ........... j. Uv ii / . .......... 690.4 ;9... !hl It. ....... ....... ...... ........... ...... US - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i.Ul.l US- 4�, ai. 53� i r—1 ,/y 3% cc -Z, ME ...... ...... .. . .......... . ......... . ---- ------ . .... . —j F, r A x 'n KL rZ. --------- y­ Y, t7: "0 0 2 N 7 V TAKEDA % CHILDCARE RKWA 4- TAK86k PA CENTER % x DEERFU3M MLD*= 6e- '5�� So n. v H P 87 x N 4:, TAKEDAR� T�; A K MDRTH AMEM& W- tv; WES M --0 AFtCHMMM M vi-- FUlDfAWA JOHNSM GOBEL 3r-- e pa % -8 i 1 7.4 .ci R EDE- I C27. 6*t "M to.. R CC B S. 4 KALVORSM A PARTM9a S� .mss v -37.4 6F 7. 'tit ALVM EMWG� R T! V3 CDFAPAPW.% LTD. x- PARKING SURFAc x MAREL WSM106CH PARTNERS. LTIX (243 SPACES) '\V, SAM A ASSOMIE& MM A 4 NN GRADING AND ' EROSION CONTROL PLAN 6 3 7 0 Vf .2 o 2o; o 3 j. ift 1. 2W4r scx�E .0 co o—;nso,y—o-3.-,sIs, t>O T- �-e TAKEDA - CHILDCARE CENTER ANTICIPATED CONSTRUCTION ACTIVITIES AND SEQUENCE: r a • SIT rtT s To E.r[w .Raw nraE KlucrzR I T COPYRIGHT 21n4 INSTALL SOIL EROSKIN AND SEDIMENT CONTROL SE(SC MEASURES: IM a) STABILIZED CONSTRUCTION ENTRANCE �i `. e ono. sroov« W ro nrtlo .en.o oo.TrsSK.T FJG DRAWINGS MAY NOT BE R WITHOUT REMOVAL FOR SILT FENCE INSTALLATION W) SELECTIVE VNSTALL sr xLEw•ru r.a.ao.E rzeO.nFa no �' wEia r sTa>s.E a a sox PEWLSSIOPL TI q SLT FENCE INSTALLATION III CONSTRUCTION FENCE AROUND AREAS NOT TO SE DISTURBED SEDDIRTTATEIXE AADEYOW'E(A. L:EArld)L WnrRS :T REMOVE AND RELOCATE ALL RANT MATERIAL TO ATEMPORARY LOCATION ON SITE (SEE LANDSCAPE BANS FOR TREE PRESERVATION /REMOVAL IFORMATION). ^ _ umc�[ an aR�saru.,u+ra.uma.mmatsww a+L rmuTL.�srl. awlnuv ..w In Ln cy..rE .crxurt >-•I� I ,e ... ...Ew.t LEAK MID GRUB SITE AS NECESSARY. CONSTRUCT SEDIMENT TRAPPING DEVICES AS INDICATED. STRIP TOPSOL AND STOCKPILE WITH PROPER EROSON CONTROL ONSTTE . sW r.ml.. ,a mnrvr Lrm.x TF.nm vlur Rr Ewmlrm T.n. ro ns mnc c:. m.*- ar llro.o:oocolsrtu...:ccruwv...cu - .nr anw rwui .melon `rmnla wl..0 �'. - ai TEMPORARILY STABILIZE TOPSOIL STOCKPILES (SEEDAND SLT FENCE AROUND c "�M.m�mlow.TTTR.0 sort. ry.IC oTU.TIa. ss nwi:a K.la. RTIa TON OF SLOPE). i.nra c"r-`D�'o..alri,s.rrnv.cn r:,nnuurr.mn. , .•� PLAN VIEW PERFORM MODIRCATIONSTO EXISTING OUTLET CONTROL STRUCTURE AS n .....acv. TLnv WcLTra nuT.' BECTON A-A IDICATED IN THE PLANS GRADE SITE AND PLACE AND COMPACT EXCAVATED MATERIAL IN R IS LLARE a�a�^�iFrumAl.Ir.ym.u++msa a.L Lu r , a..uT w Lr..o,am..+n.uaxc 7 TEMPORARILY STABILIZE EXCAVATED AREAS (AREAS OR EMBANKMENTS WITH F u RTEA.Tw .T. w. TsiTar Ts,asnn ..a..ar. Y iauau: ,�'lu \IU AA SLOPES GREATER OREOUAL TO 3H TO IV SilALL BE STABILIZED WITH STAKEDIN PLACE SOD. MAT OR BLANKET, W COMBINATION WITH SEEDING. sL..�>ocTwE -v.T.. Inn I.n..n. u>v. F a..Tnnnlrw .e.Li K rs:I "`j ! aTDUTa e.OVO slm.a ALL CCNSTUCTED ORMODIFIED STORMWATER CONVEYANCE CMOLES SHALL nenr.-irA..vw..x.,A.IL.Te sEmoav lnvTna..r_aa..e - . BE STABIIRED WITH 48 HOURS a >m.er,c `I,rzca Kwi. - NOTES : 0) INSTALL STORM SEWER SANITARY SEWER, WATER MAIN AND ASSOCIATED INLET n.wu. a u" .i�u�wsu.ros�.% r r I ._I Iartlaul . AND OUTLET PROTECTOR 1) TEMPORARILY STAR UZE ALL AREAS THAT HAVE REACHED FINAL GRADE. 2) INSTALL INTERNA SITE ROADNAYS, ACCESS DRIVES. PAPoONG LOTS, PARKING . � TK nTRn:n o.>u srnl. a uTwTU.r na SIDE ELEVATION L s, o.-SITE WR.n.cE S..LE S K Lm4 Kra[n TK ror5ae srooaaE - OFT SITE Aw.ERT.. x. ITTTEACrt[ IS a OE 1. rK SIT FE.¢ Ki... FW IuTEAI.LS .M STRUCTURES AND BUILDINGS. ,.•E WKr •L ` 'av •�' carts. .nI. iu. KT RE Tw I. r M St E IS a�I TW I,pK i D.TS 3) INSTALL FINAL LANDSCAPING AND PER MANENTLY STABILIZE ALL AREAS I. Or .6aGE.STE 4 "aFSt.a. Fl3Ei ElZTTN oTITn�.rF.OTSUrz , n.w T 1I tN� Ti.a""L[ wlnw•o: W sEmco i a co-.a� ro !) REMOVE ALL TEMPORARY SE/SC SOIL EROSION AND SEDIMENT CONTROL t�.aT. ,.,.. i.au a - ucvn.naE. a a.In �S I o uo s..aa K R.QO ox:si.e nE.,Ce .RE. TwIW m M .a.clw > TK .ou. IenrWUO enclerz wI. s..cE _E _EE EROSa�•L ...ISr[�TE.. a SIT FEES SIw. K .I LE.SI O.¢ FER .a. MEAAIRES AFTER THE SITE IS STABLIZED WRHVEGETATION n . ,... .. - ¢mr F.+M.Im.a ,s.mxumn> w !ER �I EKNIS.I n¢SS O vZ -.4r.w 'SOIL EROSION AND SEDIMENT CONTROL MAINTENANCE MUST OCCUR EVERY TWO v..Rn.,.M,aavraEitD m.ET.».uaLa su..i�ivo.a,.L wlaw n ».. ! s..al ,[E1 A 6 11 IOLLo-1w rzluil uH. a -a c.-. K n.ccn .Lmlolw m SECTION B-B ° ° 1°tT`nL InTw n.a,c.t ,enm I .w a.ss a.oE PRD,/TL. AS ­ >, s[n.en .T+m s. TK rteas Slula K awKO .FO r.aen. E6 AND AFTER EVERY K INCA OR GREATER RAINFALL EVENT. CONTRACTOR TO INFORM TO ALL REQUIREMENTS AS INDICATED IN THE'STORM(WATER POLLUTION T rwrtnl c..TnsIr TKTLViEnn..iESea nauTFn..rzuusu.Em »v III Ia..cnu. ..va a w u.0 K aaar.eTEO IASI.aQI WF .KK.n SIcrewT .cn..a.nW OCLTAi a.T FE-E slwL K Ir.. 1-D . Ia.a Is.n — IT—C T,.s Kn nTw.TEO .n sT,a[ K KwKO aa..KTI a.rccrtW VENTION PLAN FOR CONSTRULTpK AS PREPARED BY VJ COMPANES ` smO�.i Tw. srrn.�.i.�w+.nw mim w.v:nre .craelw TD I..r.cTl.es s.ETnIC.1IOn. e. rK vu.rx. PROXIMATE CONSTRUCTION SCHEDULE: .v+L..,rwnc.s .I..e I_.,Ky: . s .c Into T.E. w.LL K InruLm .Neel. To siccli iuno.s. u�r . II EARG: JLILY 2010 - AUGUST 2010 "F'L °us "'r ¢ uua�i u I.w.i�u it iw I.K1NFaivi aI wea�_ s. „mss - un llwL uE. Ir s.O Fo. I.. �r u .m rmr .Tr. nnr. INSTALLATION: AUGUST 2010- OCTOSER2010 AVING INSTALLATION: OCTOBER 2010 -APRIL 2011 PLLLGRADING: OCTOBER 2010 -APRIL 2011 ,..er.,..e...cs�rc..... ESTABLISH PERMANENT VEGETATION: APRIL 2011 -JULY 2011 Kv6FD ny.b. SEDIMENTATION AND EROSION CONTROL NOTES CONSTRUCTION ACTIVITIES AND SEQUENCE STABILIZED CONSTRUCTION ENTRANCE PLAN TEMPORARY TOPSOIL STOCKPILE DETAIL 2 �) YTdI fK k d 1. Set pe.b end a ..t. a .R -b-.b a 6-8r1L 2. IE: Br q.OE tb IIr kbrk fn .nd1 PI.! .L1+ dwp bend) OpENope olprp tM. Rr d tMe poet a ITIiTmIeFm d 3 (tleee) TaetalKe PIT PIKE --d M°ide.Tad pO� at rOCE nEMtt. D W.DE .I yur]s[.F[n rlE,s KT'rz 1. r ST-ES T,.S SIccn .4-d b I.e MOt1KA d tM br IS. sr � A -wb.Ne foab — ilchlde d pYa, ap Ilee, u,TJ. a C Asps, ft fool nIm[, we BY A"J h peat and (aDTle 00 d 133 I^/N �R rpalllN - 30 61. RWR rao+ ®. Flieo1 REt W.TE 01 f,,b fk. fi 1n. o.�rR.Rn.T.n T..tMe11W MMRIr I I ��' / :,EI'Li.`SrFEl E. O.AitlQlyl! J. BaM11 cSOd —pod Ile � pad matnlde OTbLMKpb AI1M D! I I fiRtl -MembA A. ®N Fable I trw.m I ) - 7EFedG�NledTn f®N into 11M ITTeIdI \V r.r cross , . Kin aotnTEE r.SIec y+ Y.Y Si.KS P..Id" AITMDMM ILps-11 wtES: y.. r..yn. W.KL rtTI Aaaie�dop.IYp d.s' ABIY DABI ILO l�l rK T.LEt 4 11 FILTERS .K tW K KIa.EW IT K 1WM IewldR Yllly AITYD� 71AIr • TK SITE �TKnWStre IL IZED. .• . p::IrTIa.R.IS) em lv,. !E>t �JO I M Ybb1PR�apeTlCienPrbladeTlol TESTES. rK4.E.T YD .r TER R.T. EK.iS. KI.IE W KR.[EK.I 5.µt K .wK DMif: !/21/06 BY' KAW SILT FENCE DETAIL pENSED Ir: STORMWATER MANAGEMENT COMMISSION : �.IL...K[;a. .a Z. — S. K EIaKD »K. SITE ..S KE. S USED. _ TAKEDA CHILDCARE CENTER SILT FENCE DETAIL INLET FILTER BASKET INLET SEDIMENT TRAP DEERFED LUNOIS TA19MA RWUTACEUTICA S NORTH AMHMJL INC. HIVES FUJOUNA JOHN" GOBEL ARCRITECTB, INC. HALVORSON L PARTNERS ALVINE BNGI� VO gO6fpANE$ LTD. DANA WEONBACH 8 PARTNERS, LTA BAm i ASSOgATEIIL oNe. EROSION CONTROL NOTES AND DETAILS __ C-3.1 1 V 60 Z_ 7 b -Ili Q iawa wwa °Lmlviw°crMOa sa ,asr�a Kms o�mi � warn! lwwas Rsa rW�wn �ooeo•u[ a��e�waew ms w�a�i° w6DM�,fmvol fWRwa 4�RC wn�tl�• � R� ' w9Dwwr1{tWwµ YMU�R ' aW 16�IfCWR f 4fHVwl,soa•tsoaW I I I — =._... Y .. ®rwvRU ® ravwvsa rR v R R maser -- - -. —_! momwrw ®rrwars ®avvvwu r — .r... ,rRw.fR.w - — n iF RK TAKEDA CHILDCARE CENTER 20,280 S.F. wMf 3; II 'I lwfal / rf, v ',� .fl. ins /• �' ` fi lI ; . y KEY YAP fmwe R �anwoam ra..uovnanmwosasu �¢Twowwlwr ®aufr MO. V� W wL wlOa W O, w®f Im p M M.DC.aL•JaCrR 0� Ymawuwiufllf0 - wYmf V,wI . � =f��l Hfflwulln�vOSCw♦lK RIaCf f.s w IO�I�w W LTto ww 1TC! RwiTwa wwe MlAar!fvnMCwIOPYYwa n.fo•m� ° 'rw4ar•wf.wtlw wwlawa ql. Hm :iwDmlwaWlawO �:� IP4f.wwwfol.ww[wOaaavl °° °4 � ,tic fOf�a.HUYawlc! .uwwwlwwla. aaa•w[ '' ww YM,mww�Ofrw WRVCmw.w.lal,w Rf4°•Vmlwrw0ie:lOw e6\ •�,@ wrw NfaAtlal Ofi� LaOwollowl ,a awrlwllOHYQ r�MYf rtrY! a[Wfel WllOfwefCGWiI I![�i118 UTILITY CROSSINGS COPYFUGM m,4 FJG OFtAW WGS YAY N[ff fiE F03-RODU® WrTHOUE PERMSSION. -- '11--z VF3iT: ,+ z IAKEDA CHILDCARE CENTER DEf#D3D nLnm,s TMGMA PHARM ICEUHGL4 IIORTH MHLCCA. W - a HWES .� FU DUMA JOHNSM GODE3 HALVORSON 6 PARTNEM AUM E NG0933W#G V3 COMP ®LTD. DNOEL WEWSACH A PARTKEM LTD. sacoa� w UTILITY PLAN AND SANffARY PROFILES 20 0 20 .O r.zP �EEi , - -acs C -4.0 SC.LLE DAYCARE FACUM w oq DAYCARE FACIlfFY � � DA FACOJTY cso w�ararr� FT+E9,D0 FF•941D0 FF•M-Op sss ® aewi us arse ��rrse co us 0 ® ' 0 0 .R °W � O aJ.r IFPRO i Ru_rr+e ® (M) O i tw,R SANK PROFILE SANITARY MOFH� SANITARY PROFILE -- '11--z VF3iT: ,+ z IAKEDA CHILDCARE CENTER DEf#D3D nLnm,s TMGMA PHARM ICEUHGL4 IIORTH MHLCCA. W - a HWES .� FU DUMA JOHNSM GODE3 HALVORSON 6 PARTNEM AUM E NG0933W#G V3 COMP ®LTD. DNOEL WEWSACH A PARTKEM LTD. sacoa� w UTILITY PLAN AND SANffARY PROFILES 20 0 20 .O r.zP �EEi , - -acs C -4.0 SC.LLE c• rr Jma anac L == 7T /7T ?7177 -77TTT e1rwII.LS IT=— ceullsc olTwlxols ells. L'NISE .DG.EwiE 4Y C.� CO.K TED SIeP.OE ..IR: ..r SD II.iM P.DRSEO SEC". TIM IS IxD1UTED M RuR. � m'nee�a�llo m�� awT�eq.lol I.rem eulamewTralar.eE v..el.oevsa.alal aeaar+neerr.. .LTO.rn .slrm.raEr, rr Y aaa.le� Q..w1mEaLar a,aeee..cne euv.TTD. r ELM BUTT JOINT TRANSITION DETAIL PARKING STRIPING PAINTED ACCESSIBLE STALL SYMBOL ACCESSIBLE PARKING STALL DETAIL CURB OUTLET DETAIL RESERVED PARKING $ 250 FINE KCESS IeIE ..., .c SILII .1 tx trm rl.E SIM wICD aTy. Ii•.f.' u. sro. al nm. IJ s ACCESSIBLE PARKING SIGN WIMMOMOMMAWd BTTUMNOUS CONCRETE PAVEMENT w.aE— — — SnD.. M R.x. ra .EL.IIVE ElE..ilOe —c IK .—S.. Cve IT KCE�I RE ..K DEI. Sr.lEe .. III" .E.f.EC I— EEL CIN . II. Qlf Ee SIAEKE ER DISTER FLK Llw I o.wII aEi .sE .Il A. T� I.o..Ill w�sfsl c 1 MIISI f. (XR EMCE.ExR! LL TIw S xnS SIEEL eul5. 10' LMG. a lsel[E.EMI RxiERED D.E. LL aEKx C.OSSIIIT r. U..MIM JDixl �R.CE .1 fM5 6 LLS EIRE R M.Ix.ff S1pFilAfS ..o IxiF.vut x ST— DDrt L = Sia «e . LUirE.. npr DxG s oot. ..aS .1 ix 1• DI.. WI [�.EC E� TwNLf ouKIM JDlxis. I MILL I x cMt..C7 IMR rlltE. I.. 1. JDlxl. r• DEE. .n IM Jelxis .T s. wiRKilN I+wl 1S- IxiEMLLS. E.P1xSIM DD.CL IIII.. .. r'K• LMD TIE e.a Mi 'D ' f• . [C.C. ;M .rE.ELLxi. I—IIIED K r D c.rK• 1— TIE — le —11 .M IC IS —CE .SGEWSE 45E IUfI EIISTIRD .RD — a.e ua fLISEa. B&12 CURB AND GUTTER .s,rs.s'40ED .la r.e.lc s.00ln oaEL uE'Y ; LE.Dix • c•. m• cJc I tmED JDIRr I r, CONCRETE PAVE21ENT f � aao�oalumm.�io�rriis of 7 PIPE BOLLARD DETAIL CONCRETE PAD WIM14FORCMENT 1lN;I� I� IiT� OaIIDLeED hLM CONCRETE SIDEWALK WITH REINFORCE KENT GRAVEL TRENCH DETAIL C0PYRIGTft2M0. I FJG DRAW W W MAY NM BE REPRODUCED WnNOW PERhUSSM TAKEDA CHILDCARE CENTER DEE913D a1JNCB - - - - - – - TIV®APIUIWIACEUM. L3 NORTH AYEfM/� WC HWES FUJDCAWA JOHNS 7GCBEL AM14TIIC� INC NALVDRSON a ®ARnmTs Aa�MEEN[1�/0 V3 Ccow"a •`m DwRIEL WEWBACH aPARPUM LTD. swan a AssaaatES. We CONSTRUCTION DETAILS G5.0 L CONCRETE PAVE21ENT f � aao�oalumm.�io�rriis of 7 PIPE BOLLARD DETAIL CONCRETE PAD WIM14FORCMENT 1lN;I� I� IiT� OaIIDLeED hLM CONCRETE SIDEWALK WITH REINFORCE KENT GRAVEL TRENCH DETAIL C0PYRIGTft2M0. I FJG DRAW W W MAY NM BE REPRODUCED WnNOW PERhUSSM TAKEDA CHILDCARE CENTER DEE913D a1JNCB - - - - - – - TIV®APIUIWIACEUM. L3 NORTH AYEfM/� WC HWES FUJDCAWA JOHNS 7GCBEL AM14TIIC� INC NALVDRSON a ®ARnmTs Aa�MEEN[1�/0 V3 Ccow"a •`m DwRIEL WEWBACH aPARPUM LTD. swan a AssaaatES. We CONSTRUCTION DETAILS G5.0 . _ _ • COPYRIGHT 2010. F REPRODUCED WTTHOI/T n / y ,, iA , � i tr 'r -� c, L P•KLENi w r IRa rnv)D[ _ __ 4"- �y —[}�i� w 7 RT6 OD or .cE PE7OOSSX*L sil I.0. r � ODT EJ-) YD3Ll [.oRU to TT v @�R vorwr —. .._1. TYPE A RAMPS TYPE 8 RAMPS T 1 tSQ R YATKRRBa -r`�V V ODi <• Ezar.c co.[ IIcTp IsQ Tcrz a E� �� Et. c RAMPS AT ALLEYS OR ENTRANCES:y,� ^' •`� '�-'': '• "'� efm c ) :sel m/v • �-� GENERAL NOTES nar.c II..:ac .r- 1 rJ"7�' - ••' ,i:s.: < Tr A TYPE B SECTION A -A r -ti' RECOMMENDED LOCATION OF RAMPS DETAILS OF RAMPS °�^'OO "°^� b vu.� i2n• L ,[ Lo[ uQ+otr LPISUi•yt ... a.. v<-7 .• • 'y, 1 w E+ aMMpi2 •RE KQZZM.. TK /•lL K .CR o [D RIM+ • N[4 RK$CRO •TO A ­7 :.mwn rc • ; e PXx a u,ma s.leu s w0. ll.lu d �[�TT [DICREIE R i5 IIt I+ • eC0 Q TD •Piu Irwl n[IGi 6 Cs..T —S. D:I •„AaCC EWU I _' >,r,. 1 i t d s C P f o n s r i. •PPIT • C'M 1TRGIZ L.— a «•INE +(rr0 .4(ORKD eIT -IKAS NOTES • t �- z....- ,r•,�w,.,.N... _:"o-.,... ice• - ,,,�, aLl'A• mat,airrvlga -nmrum rAAV.on[ro[ rMa+axa rR• n ea u4il[ w 4 IRUei -KA a F t a, D CNOI )DIRT D w[K +iIKLO.. L iaKN e•CbLL .ITI.I w Cmr.t P•vFD m,z� c+i ew w.,uRaLm _ RAW PROFILE I.. -. TA A r.R —nee. ba RIt, DETAIL mEiETlat RtYCL NWIItRI Emwl WEN a R mwm O I uA MOTC 1'742" rW6 K NMI ME 0 tKID a 9W MnZ sIS YOIRG WANT T[f. F� P ) IT[rcau•lan. TK.I —.1 E—. { Ruwnf am+srRUCiId IS I- TTa)ct. —TEaa Inv. w L T0. c pETAIL t)F SIDE CURB ' } ..- .'..,... _ . _ .:. _. -" -. .+sr m ro•w Y ' LEGEND A E F a q a MW 10 OM NAO DE Mail IF UOMIK r®6MIC 00 La .R'S Lwm ran PC [11D7S IIIMI W. —1 K PLED m+ COIn•Ci[D urlK u•T[RUl ). n+ M+d Ew.v.Tp+i swu KLr osw arlue:Kns .. raiPl euuu wu IN EITEran T.o MI eE.na �.„„•,•_, „,_� „-• p _ CURB RAMPS e.Pt or am. - FOR SIDEWALKS BIKE RACK DETAIL MANHOLE ADJUSTMENT DETAIL PIPE TRENCH DETAIL °” `�'�°""'— � DETAIL 8 - • °� "^”' STANDARD 42400105 ' Y�' „ s Kt+w R -nu. Rrt+ IT— D ED,ER 1R0 ti. u•0.. MEY41 [D J[1L gLSTK: RRCS K "iM[p tr nu.r s- w. w .DR•.•KD .0.4 To M KQl•Tp OKR rM T.PE •.• II.+aLC T. KENw R -Du Tv0 R1 .I•{."¢Y4i CpIQLTC •D.uStRE a4T Klri•aD ITO Y.V.1' Rc. +.KO .0.4 ro 4 (dT KQi•ip OK{ lY r*.[ •r ura sow ALI—RI srm aKaaco PolTUarII•TE EPS t° iTPICK T"eYiTU�[ ! RINKRK RSST, � R 0.) PAKKM CTp TRUNCATED DOME DETAIL Y t- \ on •rrwov[D Equal SOUARE PATTERN TRIANGULAR PATTERN nc._w 7ew., KIT[• ma[ s ••'o- :e.. e- 'o � - DETECTABLE WARNINGS DETAIL L WE K-I FM ­R Oaw LDLAI— •- was( E•oI O A[ wv[RTT (bl 5[CtNR PEATER d. I. F =l .ER RAE} 7 CWOIER BASE C - —S' w LORLST Ytip ' MIEA) (fR KILT /"T 41 .OT dlw SOCK M101M .PC. e•IR[i // / ' . / / / ! r. n.� / / _ 1. �� •. Sr0 R.L — 1 C AEt[ eA5[ CAST wTCPIa .IT+ Loa" {N[![L IICI- • W. SwD NSI,OM NOTES: _ NO7E5 Luw¢ES wTr —Oft II TC 11" L TeN.CLCS uC 101 TORII i0 4142 C-4719. t. R•T s WC I0,01 r0 R iOKJ[ MD gapv[D. ] -eEKKS WTr t wlDV.l[D w •ll SIaRII SEAR R•..CL[S. t.IIr,0.E IICTOr6 i0 S ipCl[ /e0 CRDDVED. )..d•PaC•Tr D.CIRICS SuaL NE LCR[D TAKEDA CURB RAMPS il,uT..i� o0. wsailo «,Tm • sODTEO. �T RyeER eooTm. u PFKT.•TIy6 wsD[ .ro rstisoE ;g:._�...•...._..,, FOR SIDEWALKS a zi,R:TI.o<. s. .E.[TRA"D4 I K CDaD. RIMER norm -J•TSS— 0 s. •rll .IMiCMM rwlr.ao.TO a CORED. Rlmn SOOIOT �— -� —I— a�D m CHILDCARE BTANDARD .�.DO; -as CENTER ACCESSIBLE CURB RAMPS FOR SIDEWALKS FINGER DRAIN DETAIL TYPE A 3 6 STORM MANHOLE DETAIL TYPE A 1110 CATCH BASIN DETAIL DEERIM3M LL24015 amv t, csem ate:- — •••[ «• TAKEDAPHARMACEUTIr-43 . alms_i `. •.., :ivmaaa me: '.:f.JIlRya NORTH A►EfDC/I INC. wamwa mvtwa�e.r tw[Iwn 0..+l+ H94ES 8" LTs'O BRwa rvIIOR ee m .TMO,LS air- sii1 i i sEe gral •m TJ ivem wean EST.G f nDR b Em,wD Lr1R D.acTp Ro DK[nD.l FLUKAWA JOHNSON OOBEL ARnurECM we aMraralm _._ 22 . aaa t .e.e NALVOR4ON a PARTNERS IF it .. C a+ T ' usTw .s.�. ALVINE ENGIN 1G oaea no. ~ R. 10 d a" Rai f)EV1ip T—vu —I�w� 'S9EGla1 tl'(1) DSri f tTS.Ot V"DPDSLD t7.1N . .. EiEinG [ tiSLl VJ CCWANIM LTD. 'D)(DI ®� .: ? OvM)IAtL NfiCM cpTlc noorT oa[E o.cT.c 0.w ORwIC.E tITADI •—• ��� OTDf.o:o .: �'::- .. - ,�:__' . - R•4 OCIt SS aolA[Kars "dt�rYt . Ecs *wc Da[E aPELC ' A 08 DAN WACF18 PARTN6t8 LTA •���T •••— •� - - - :z:0. - . • . 0.r oT[,.c.[ trs.DO ,��� -. SAJLD a AssoaATES. uNC. —aem v— aIw GT.i;2 Vmm 9IWI•R CO•oKi(D 5EC770N A -A r+Dacia xR0°PITVmi. Dy�isORS' ..M—q CSi oiu ELEV.rpwS PDr 1 —m SAUCE 1 D-I r0 iK OKS19bT5 .v0. w Q ra. CONSTRUCTION DETAILS it a 10' DRAIN BASW DETAIL MODIFICATIONS TO EXISTING OUTLET STRUCTURE ST 15 -1 M W O �R O O V 1 V� V 00 V v V 1 O s 0 Nc O � \l � •aTla.[K s.rt uo. ' /, COPYRIGHT 2MIX FJG DRAWINGS WAY NOT BE .oFrm II.ae re R .,rzq Born �i maoi Dora x Du s°.[n n ~rs TA a x ` ;: s m p FtEFftODLXXD ION. lT 4v,t,q[� olR1J14IIDfr1[OrR rO,OTM T— —1ER � 141 Riw 4JU0iKwi v SirxiIIER 1rtOrtr,T i4C Qr,E .WK, iyyCa LTCLR s t S �`Fr •, �--�+� ' / S m 1DZ vQYm 04W.O4 LEWE.— Mr,OKO EOU.a. nR¢1N. ,90C OVER BaR i�S Sull BE v.y4 Kurz . [1. e4x.0 rROn DU9i rra rP [v uifw DeOn NOTES . '� KI ,TOrr6 ,1a II4gS Aral r..TERU.w '1`L' :y ? - � -�' ar[ v.icO �iKIInai Diva O� ismli mK[.w°'Drpm`iw°.r�al ooJ[aiolt.DRar i.p[q s4a.Dapl uac Y p�[t0.r rn n�C � ILSm.Oa�i 5T� 4«m x- .aII! ms o[ wgOrLO [R,a. O[r,x .4 LN H Snr[K.41rtq CraJiiN K..- rPRt41r WKM .,RR w�R,a[ - ,Mw m�•�• aG ��IIIIT a.t An iw s Tau rllaR tY':: bl .r1D. [ 9wt vYDWO[vG ..it. �u,. DrosRl OvCiliRAt[ 4ri55•T ,� K� NOTE 1 KL R1os Q x: rO L.gQq swat R aac4D .,i 4aSt P i1zCr Vepgm r R42 W.[aErz aa.is ,L,gRi VlKr11@ED KRl,:4 C.RTw r,CL Or epaDEIIKgva Rq,rDCm DDUrt T.c.`ar: c'o.anm o-rsriw Ru .O s[ml an rs1 p,L31i oA wva sDR n n 9CDim r nR l .[ovL iK a.t Sxu R rR0 w1tKK1 x,rtR rw 01vsIIf r�K 1 3 vw(o¢ wr raK. Svi e0z [t r,fi wrMwi Yewtlp Ywa t �'[YQ r s�.0 i ..rc of °csT�iwr L 4L ro TE TO Kra,. JAW R J. w .YlRf4+ TO iK .eOK lrwpeT R . 4 4l Kra4 JCr Ii. RKK OKR 110 S Sw4l wK YO,LW- R6iR,rT, oR u nnaorED eT 1K ExDxCERrG D1rmDw. Ran vat R taa -rE1r, 4asm s -su Rio. na IIKq.t� Qp�,p 1„[Mia01 iwtil[C d [n0� SIX d iK Og394 1 S r 4vap +.wu VALVE BOX HYDRANT INSTALLATION DETAIL THRUST BLOCK INSTALLATION DETAILS WATERMAiN CROSSING DETAIL KEww R -,» x rR,K • SCl. 441i LO M [A rP.aE DA]A ,r0 Cl•1 A OO aaSREi CO L0. w YWTMr C,ST r .eK—E—. ro E W PgOVlYO grtw T -4K „O .WIC SiKCSS 11EC1 etrO KEw41 R_OTx .R44 a S4r sow Lc. T. - sr.Trr C,Ti rT0 WKP /rO PROVOEO 1-44 MO COKF[LCD np,KCC yRfq�up TiY[D K Or.[. Sta Cs61RG �< STPUCRI[E Zi4rE55 SlC6 ' 51Ar tr. .gOVOC .- Ra[ KRTC4 r,a / W16rzD i0 0 Vr E1TUW' BMO r .rmmu+Q / I \`)) 1 F •b, / 1, �)� 1 1 •b 1 s4[ vwr.¢ a coK cac a 11.1 .1 ,r ran. ow [at ss m. c [.siR cnzJ 1 ) 1 ) .'CT`s .' a ,or.. m1u1 srR.s n.rc41 � mo4 DRU1c KR[ — — f l Ilt ld 3'd � �s mrwo ws ®rwaars[a b is v" D Sn,e C1r1(T K-OIT i Yi • S- e- eo• o,KiEx a- uaCn ,sE TRp (x) Si11a1S3 SrtR sTro.gD ,n E aRr J vx � ro ,x- sro. 44 • nTE4vaR _ ruse• "ZZ. EzrzA44 9En05 SECTION — — vLL OKq m 44 LCZffN9Ws q0i rtiuK C�Ti]. ¢nD� r1rTa, rsC nr#lgizw 1 IAi✓OIEFH. --- ____________ .'awe ­ K— NOTES: v 1. C04 -041 CRW.R 0.A6 r WwCtL w,11 a. pw(Tp TO m nt 4Oi!® eopr SQL L ST'-C>' NOTE: L6vCr Y,LS Sw41 R M141[0 M 4t SrP, RRr 4KR MT[x R lOxEiT W( al,Ow4 N1OI,0x W,rtRal T'/srz16 rL Da ti .WINO M C,OIQRFO pV4DKMr) zwu R Osm «K101R.r4 1 9AR ]I'sIS (i9OQ� ' yJ O •rWL[i J.'QErtz• CzTERx4 Sr4l 4 SCK --Al. D C[T4 II M .O,PIpR, ra,rrzRR4IEZT[RwL _ CUf. SrwS��OJ 1C. rKgf CwxrLl w l,E E- COwORi[ eEwCl1 f01 SWOIw rLOR E110R 1E1r Sului,r SC4q .. CL4R EMiRG rW.aRL Or ,al Drtf, COKXflC W RBri ' Ix M ,1 u✓.RaL[ CwC. 44 zIQ 44MC0. S ORR(r 44.4 51ua1 e[ MT41CD r 4iL.O/rCE T. rK ,WaI4'1UQg1 MTRDCigK. . rr 3,�0 ONO[ t .x1Cx Wf ,[CUw..R IX1e4" M WRSigUCrUw .RO.F31 _ - id Id rs TAKEDA e' e' e' glv6m n-M4 ti.r�H�cQi:r4 W�( �a lq PW�i[D b:Rn. CHILDCARE EXTERNAL CHIMNEY SEAL SANITARY MANHOLE _ TYPE A SANITARY SEWER CONNECTION TO MSTING MANHOLE 1,000 GALLON GREASE TRAP (SF4H 3) CENTER . OEERFTELO 011401S TN ®A RNW/MSlfI[ ALS NORTH ANEM'JL ITC. HIQS FW/fAWAJOHNSON GOBEL ARC ITECM IIG HALVORSON 8 PAfii}Bt8 ACME E"= V3 COMPANIES, LTD. DAN18 WENBACH & PARTNERS. LTA SAIEO 8 ASSOCIATES, IG CONSTRUCTION DETAILS G5.2 V� V 00 V v V 1 O s 0 Nc O � \l PLAT INFORMATION SHEET NUMBER OF PLAT PAGES Image# 047030160057 Type: ORD Recorded: 12/13/2010 at 04:37:31 PM Receipt#: 2010- 00067582 Pape i of 57 Fees: $56.00 IL Rental Housing Fund: $0.00 Lake County IL Recorder Mary Ellen Vanderventer Recorder File6681464 as S:ECTI`ON , T SHI P RANGE 43 ,:1, - ;:LEGAL:.DESCRI CHECK (�) TYPE OF PLAT: ❑ ANNEXATION /DISCONNECTION ❑ CONDOMINIUM ❑ DEDICATION ❑ EASEMENT ❑ VACATION 12 BOTHER ❑ SUBDIVISION (enter subdivision name on line below) IF THE. PLAT RECORDED WAS LARGER THAN 11" X 17 ", THE ATTACHED COPY HAS BEEN REDUCED FROM A SCANNED IMAGE. ORIGINAL SCALE PAPER COPIES OR DIGITAL IMAGE FILES ARE ALSO AVAILABLE FOR PURCHASE — PLEASE CALL (847) 377 -2678 FOR MORE INFORMATION WForms\Platlnfo \Plat Information Coversheet for Scanning.doc Revised: February 22, 2007 12:00 PM DEVELOPMENT AGREEMENT THIS DEVELOPMENT AGREEMENT ( "Agreement ") entered into as of this , day of July, 2010, by and between TAKEDA PHARMACEUTICALS NORTH AMERICA, INC, a Delaware corporation (referred to alternatively as the "Owner" or the "Developer "), and the VILLAGE OF DEERFIELD, an Illinois municipal corporation (the "Village"). RECITALS WHEREAS, Owner holds title to a certain parcel of unimproved property with an area of 70.3948 acres at the northwest quadrant of the I -94 Tollway and Lake -Cook Road, Deerfield, Illinois, which is legally described on Exhibit A attached hereto and made a part hereof (the "Subject Property "); and, WHEREAS, Owner has constructed Phase I of a corporate office park known as Takeda Park on the Subject Property in accordance with a Master Plan set forth in that certain Annexation Agreement by and between Owner and the Village dated as of January 18, 2005 (the "Annexation Agreement "). Phase I of the Master Plan includes the easternmost two office buildings, a remote delivery facility, certain security gatehouses, certain landscape improvements, parking improvements, stormwater drainage improvements, traffic improvements and other public improvements, all in accordance with final development plans and the Phase I Development Agreement which was approved by the Village; and, WHEREAS, Owner is currently developing Phase II of the Takeda Park Master Plan in accordance with the Annexation Agreement. Phase II of the Master Plan includes the third office building located to the west of the two existing office buildings, certain landscape improvements, parking improvements, stormwater drainage improvements, and other improvements, all in accordance with final development plans and this Agreement (the "Project ") to be approved by the Village; and, WHEREAS, Owner has proposed to develop an approximately 20,280 square foot, one - story childcare facility for Takeda employees with capacity to accommodate approximately 200 children (the "Project ") in accordance with the Annexation Agreement and the Master plan. The Project includes certain landscape improvements, parking improvements, stormwater drainage improvements, and other improvements, all in accordance with final development plans and this Agreement to be approved by the Village; and, WHEREAS, the Developer has submitted various plans, elevations, schedules, specifications and other documents which comprise the Final Development Plan (as that term is defined in the Village Zoning Ordinance) for the Project to the Village Plan Commission which has issued its recommendation for approval; and WHEREAS, the Corporate Authorities of the Village have received and approved the favorable recommendation of the Village Plan Commission relating to the petition submitted by the Developer, and have determined that the best interests of the Village will be served by approving the Final Development Plan to authorize and permit the development and use of 1 5278363.2 03104171 13 the Project pursuant to the Final Development Plan, subject to the provisions of Village Ordinance No. D_!o.!$`_; and WHEREAS, the Corporate Authorities of the Village have adopted or, contemporaneously with the adoption of this Agreement will adopt, all necessary ordinances, passed all necessary motions, and otherwise granted all necessary approvals approving the Developer's Final Development Plan; and WHEREAS, the Village has heretofore adopted the Village of Deerfield Development Code (the "Development Code ") by Ordinance No. 93 -53 which, among other things, requires that the Village and a developer enter into a development agreement relative to the development of the certain types of properties located within the Village, including developments such as the Project proposed by the Developer for Subject Property; and WHEREAS, in accordance with Article II1 of the Development Code, this Agreement has been reviewed by the Director of Community Development and the Village Engineer, who have made recommendations to the President and Board of Trustees of the Village of Deerfield; and WHEREAS, the parties now desire to enter into this Agreement, pursuant to the applicable provisions of the Development Code, for the purposes set forth in the Development Code. IT IS THEREFORE AGREED by and between the parties hereto, as follows: AGREEMENTS: 1. Incorporation of Recitals and Exhibits. The above and foregoing recitals, being material to this Agreement, are hereby incorporated and made a part of this Agreement as if fully set forth herein. The Exhibits attached to this Agreement are expressly incorporated herein. 2. Identification of Development/Improvement Plan. A. For purposes of this Agreement, the "Development Plan" for the Subject Property shall consist of the documents listed on Exhibit B hereto, which documents have been approved by the President and Board of Trustees pursuant to the Development Code and which are hereby incorporated and made a part of this Agreement by this reference. B. In accordance with Section 3 -101 -B of the Development Code, the Developer has provided the Village Engineer and the Director of Community Development with copies of a Final Improvement Plan as a part of its Development Plan. The term "Improvement Plan" when used herein shall include only those documents and /or plans or those specific parts of documents and/or plans listed in Exhibit C that depict public or private improvements as they are defined and specifically identified hereafter. Said final engineering plans are identified as a part of Exhibit C. The Developer agrees to grant to the Village all easements reasonably requested by the Village which are related to the Improvement Plan. In addition, the Village reserves the right to review and approve all third party easements and cross easements related to the Improvement Plan. 5278363.2 03104171 2 3. Site Development Schedule. In accordance with Section 3- 102- B(4)(a) of the Development Code, the development of the Subject Property will proceed substantially in accordance with the schedule attached hereto as Exhibit D and made a part hereof. The parties recognize and acknowledge that this development schedule is subject to variables relating to weather, strikes, work stoppages, acts of God and other matters outside of the reasonable control of the Developer or their contractors and subcontractors. 4. Improvement Plan Details. In accordance with Section 3- 102- B(4)(b) of the Development Code, all proposed improvements are depicted and detailed on the Improvement Plan attached hereto as Exhibit C. 5. Performance Guaranty. Except as provided in the following Paragraphs A and B, Developer shall submit a performance guarantee as required by Article IV of the Development Code. A. In accordance with Article IV and Section 3- 102- B(4)(c) of the Development Code, Developer shall provide to the Village, in a form satisfactory to the Village, an irrevocable commercial letter of credit equal to 110% of the total cost estimate set forth in Exhibit C for access roads, erosion control, public sidewalks (if any), utilities, drainage and landscaping (the "Guaranteed Improvements ") which are described on Exhibit C attached hereto. In the Annexation Agreement, the Village agreed that any letters of credit required to secure the construction or maintenance of or warranty on any improvements may be issued by Owner or an affiliate of Owner. In addition, in the Annexation Agreement the Village agreed that Owner may post cash in lieu of a letter of credit, which cash shall be held in an interest bearing account controlled by the Village, with interest to be credited and paid to Owner upon any refund of said security. B. At the time that Developer completes Guaranteed Improvement(s) in accordance with the Improvement Plan and makes payments for such Guaranteed Improvement(s) and partial reduction of the letter of credit, Developer shall provide Village with documentation: (i) identifying the specific Guaranteed Improvements completed by Developer, (ii) the estimated cost for such Guaranteed Improvements, (iii) certificates from the Inspecting Engineer (defined below) that such Guaranteed Improvements have been fully and satisfactorily completed, (iv) all appropriate contractor and/or subcontractor lien waivers for the work performed and materials supplied for the specific Guaranteed Improvements, and (v) such other and further invoices, bills, contracts or documentation as the Village shall reasonably request to evidence completion of the Guaranteed Improvements in accordance with the Improvement Plan. Except as expressly modified herein, all reductions and the final discharge of the letter of credit or other security shall be in accordance with Sections 4 -107 and 4 -109 of the Development Code. 6. Inspecting En ig neer. Pursuant to Section 4 -106 of the Development Code, the Village Engineer, or any mutually acceptable registered professional engineering firm designated by the Village Engineer, shall be the "Inspecting Engineer" authorized to ensure that the development complies with the approved Improvement Plan, the Village Standards and Specification Manual and this Agreement. To the extent that the Village Engineer designates a professional engineering firm to serve as the Inspecting Engineer, such Inspecting 3 5278363.2 03104171 Engineer shall invoice the Village for engineering services rendered and the Developer shall promptly reimburse the Village for such engineering fees and costs, subject to the limitations in Chapter 20, Article 2, Section 9.215(3) of the Village Municipal Code. 7. Remedies. Upon the occurrence of a breach of this Agreement, any party in a court of competent jurisdiction may obtain all appropriate relief, including but not limited to specific performance, injunction or damages. Notwithstanding the foregoing, before the failure of any party to perform its obligation under this Agreement may be considered a breach, the party claiming such failure shall notify, in writing, the party alleged to have failed to perform, and shall demand performance. No breach may be found to have occurred if performance has commenced to the reasonable satisfaction of the complaining party within thirty (30) days of receipt of such notice and if the failing party proceeds diligently and expeditiously to cure such failure. 8. Compliance with Other Rules and Regulations. Except as specifically provided herein, the development of the Subject Property shall proceed in accordance with the ordinances described herein above and with applicable provisions of the Municipal Code of the Village of Deerfield of 1975, as amended. 9. Successors, Assigns and Grantees. This Agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors, assigns and grantees. 10. Captions. The captions herein are inserted for the convenience of the parties and are not to be construed as an integral part of the Agreement. 11. Governing Law. This Agreement shall be governed by and construed in accordance with Illinois law. 12. Authority. The parties warrant and represent that they have the power and authority to enter into this Agreement in the names, titles and capacities herein stated. 13. Notices. All notices, elections and other communications between the parties hereto shall be in writing and shall be mailed by certified mail, return receipt requested, postage prepaid or delivered personally to the parties at the following addresses, or to such other addresses as the parties by "notice" shall designate: 4 5278363.2 03104171 If to the Village: Village of Deerfield 850 Waukegan Road Deerfield, Illinois 60015 Attn: Village Manager To the Owner or Developer: Takeda Pharmaceuticals North America, Inc One Takeda Parkway Deerfield, Illinois 60015 Attn: Gene Habrel with a copy to: Peter Coblentz Rosenthal, Murphey, Coblentz & Donahue 30 North LaSalle Street, Suite 1624 Chicago, Illinois 60602 With a copy to: Mayer Brown LLP 71 South Wacker Drive Chicago, Illinois 60606 Attn: Ivan P. Kane 14. Severability. If any provision, covenant, agreement or portion of this Agreement is held invalid, such invalidity shall not affect the application or validity of such other provisions, covenants or portions of this Agreement. 15. Conflict. To the extent this is a conflict between this Agreement and the Annexation Agreement, the Annexation Agreement shall prevail. IN WITNESS WHEREOF, the parties hereto have set their hands and seals on the day and year first above written. ATTEST: By:_ illage Clerlk 5278363.2 03104171 VILLAGE OF DEERFIELD, Lake and Cook Counties, Illi ois, a municipal orporation Village Oresident TAKEDA PHARMACEUTICALS NORTH AMERICA, INC., a Delaware corporation By: ), "-" I to; SCHEDULE OF EXHIBITS Exhibit A Legal Description of-Subject Property Exhibit B Documents Comprising Final Development Plan Exhibit C Documents Comprising Improvement Plan Exhibit D Site Development Schedule 5278363.2 03104171 EXHIBIT A LEGAL DESCRIPTION LOT 1 IN TAKEDA PHARMACEUTICALS, BEING A SUBDIVISION OF PART OF THE SOUTH HALF OF FRACTIONAL SECTION 31, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 13, 2007 AS DOCUMENT NUMBER 6226756, IN LAKE COUNTY, ILLINOIS. PIN Number: 16 -31- 304 -001 5278363.2 03104 17 1 EXHIBIT B DOCUMENTS COMPRISING TAKEDA CHILDCARE CENTER FINAL DEVELOPMENT PLAN APPROVAL TAKEDA PAR K DEERFIELD, ILLINOIS Presentation Book Table of Contents 1. Statement of Intent and Summary of Proposed Takeda PUD Standards and Master Plan 2. Traffic Evaluation and Circulation Assessment by V3 Companies, Ltd., dated March 29, 2010 3. Childcare Center Final Development Plan by V3 Companies, Ltd., dated March 29, 2010 a. Drawing C -2.OA Childcare Center Final Development Plan 4. Colored Elevations by FJG, dated March 29, 2010 a. Drawing A45.0 — Building Elevations b. Drawing A-45.1 — Rendered Building Elevations 5. Plans by FJG Architects, Inc., dated March 29, 2010 a. Drawing A -3.0 — Site plan b. Drawing A -] 1.0— Floor plan c. Drawing A -25.0 — Roof plan 6. Exterior Structure and Signage Elevations by FJG Architects, Inc., dated March 29, 2010 a. Drawing A -10.0 — Signage and Fence b. Drawing A -10.1 —Exterior Structure Elevations c. Drawing A-10.2— Retaining Wall Elevations 7. Landscape Drawings by DWP, dated March 29, 2010 a. Drawing L -1.0 — Overall Landscape Plan b. Drawing L -1.1 — Rendered Landscape Plan c. Drawing L -2.0 — West Landscape Detail Plan d. Drawing L -3.0 — East Landscape Detail Plan e. Drawing L4.0 — Notes and Details f. . Drawing L-4.1 — Plant Palette g. Drawing L-4.2 — Plant Palette h. Drawing L -5.0 — Irrigation Plan 5278363.2 03104171 8. On -site Lighting Drawings by Alvine, dated March 29, 2010 a. Drawing E -1.0 —Site Plan Electrical b. Drawing E -1.2 — Site Plan Lighting c. Site Lighting Cut Sheets 9. Civil Drawings by V3 Companies, Ltd., dated March 29, 2010 a. Drawing C -1.0 — General Notes, Legend, Abbreviations and Benchmarks b. Drawing C-2.0-- Layout & Paving Plan c. Drawing C -3.0 — Grading and Erosion Control Plan d. Drawing C -3.1 — Erosion Control Notes and Details e. Drawing C -4.0 — Utility Plan and Sanitary Profile f. Drawing C -5.0 — Construction Details g. Drawing C -5.1 — Construction Details h. Drawing C -5.2 — Construction Details Documents submitted to Village Separate from Presentation Book 1. Stormwater Management Report by V3 Companies, Ltd., dated March 29, 2010 5278363.2 03104171 EXHIBIT C DOCUMENTS COMPRISING IMPROVEMENT PLAN Items 3 and 9 on Exhibit B are incorporated into this Exhibit C by reference 5278363.2 03104171 �v3 ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST for Takeda Pharmaceuticals North American Headquarters - Childcare Center Deerfield, IL Jury 27, 2010 Public Improvements and Infrastructure Work Requiring Financial Security by the Village of Deerfield 1.0 EARTHWORK & EROSION CONTROL QUANTITY UNITS UNIT PRICE COST I.01 FINE GRADING I allowance S 15,000.00 S 15,000.00 1.02 TOPSOIL RESPREAD FROM STOCKPILE 1,200 c S 3.00 S 3,600.00 1.03 INLET SEDIMENT TRAP & FILTER BASKET 20 each S 270.00 S 5,400.00 1.04 INLET FILTER BASKET 3 each S 175.00 S 525.00 1.05 EROSION CONTROL BLANKET 975 s S 2.00 S 1,950.00 1.06 SILT FENCE 1,190 If S 3.00 S 3,570.00 1.07 STABILIZED CONSTRUCTION ENTRANCE I each S 5,000.00 S 5,000.00 3.08 Subtotal Division 1.0 = S 35,045.00 2.0 WATER DISTRIBUTION SYSTEM QUANTITY UNITS UNIT PRICE COST 101 6" D.I.P. CLASS 52 (W /POLYWRAP) 208 If S 28.00 S 5,824.00 2.02 8" D.I.P. CLASS 52 (W /POLYWRAP ) 320 If S 33.00 S 10,560.00 2.03 VALVE VAULT STRUCTURE ADJUSTMENT 1 each S 500.00 S 500.00 2.04 FIRE HYDRANT W/ VALVE BOX 2 each S 2,500.00 S 5,000.00 105 FREE - STANDING FIRE DEPT. CONNECTION 1 each S 1,500.00 $ 1,500.00 106 TRENCH BACKFILL 120 cy S 25.00 S 3,000.00 3.07 Subtotal Division 2.0 = S 26,384.00 3.0 STORM SEWER SYSTEM QUANTITY UNITS UNIT PRICE COST 3.01 STORM SEWER, RCP I2 271 If S 23.00 S 6,233.00 3.02 STORM SEWER, RCP (15-) 90 If S 28,00 S 2,520.00 3.03 STORM SEWER, PERFORATED HOPE (4 ") 408 If S 10.00 S 4,080.00 3.04 STORM SEWER, PVC (6') 211 If S 15.00 S 3,165.00 3.05 STORM SEWER, PVC (8-) 87 If S 17.00 S 1,479.00 3.06 STORM SEWER, PVC (10 ") 129 If S 19.00 S 2,451.00 3.07 STORM INLET - 2' DIAL 2 each S 750.00 $ 1,500.00 3.08 STORM MANHOLE - 4' DIA. 7 each $ 2,200.00 S 15,400.00 3.09 8" LANDSCAPE DRAIN 8 each S 400.00 $ 3,200.00 3.10 12 "NYLOPLAST -DRAM BASIN 3 each S 600.00 S 1,800.00 3.11 I8" NYLOPLAST -DRAIN BASIN 4 each S 750.00 $ 3,000.00 3.12 12" NYLOPLAST-INLINE DRAIN 3 each S 300.00 S 900.00 3.13 18" NYLOPLAST -M LINE DRAIN 4 each S 400.00 $ 1,600.00 3.14 TRENCH BACKFI.L 275 c $ 25.00 S 6,875.00 3.15 CONSTRUCT MH OVER EXISTING STORM SEWER 5 each S 500.00 S 2,500.00 3.16 EXISTING STORM STRUCTURE ADJUSTMENT 2 each $ 500.00 $ 1,000.00 Subtotal Division 3.0= S 57,703.00 TAKEDA PHARMACEUTICALS NORTH AMERICAN HEADQUARTERS - CHILDCARE CENTER SUB- TOTAL: 1.0 1EARTHWORK S 35,045.00 2.0 WATER DISTRIBUTION SYSTEM $ 26,384.00 3.0 1 STORM SEWER SYSTEM S 57,703.00 TOTAL= $ 119,132.00 Notes: 1) This Opinion of Probable Cost does not include items such as, but not limited to, retaining walls, paved hardscape areas, site lighting, soil remediation or undercuts, gas service, electric service, landscaping or irrigation costs, or permitting fees. 2) This Opinion of Probable Cost does not include the proposed private sanitary sewer system, which is to be permitted through Lake County Public Works. This Engineers Opinion of Probable Construction Cost is based on the Final Engineering Plans for Takeda Childcare Center dated July 9, 2010. Since V3 Companies of 0linois, Ltd. has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractors methods ofdetemining prices, or over competitive bidding or market conditions, this Opinion of Probable Construction Cost is made based on V3 Companies of lllinois' bestjudgmcnt as an experienced and qualified professional engineer, familiar with the Construction industry; however, V3 Companies of Illinois cannot and does not guarantee that proposals, bids or actual Construction Costs will not vary from Opinions of Probable Construction Cost prepared by V3. Typical Units If- linear feet sf - square feet sff - square feet face sy = square yards cy - cubic yards ea - each Is - lump sum acre allowance ton EOPCC TA.da Childcare C- July 27, 2010 Page I EXHIBIT D SITE DEVELOPMENT SCHEDULE (Attached) 5278363.2 03104171 Takeda Childcare CenterProject Schedule ID Task Name Duration Start Finish 3 2009 Qtr 1 20101 Otr 3 20101 Qtr 1 2011 Qtr SeyJNoyJJanJMarMaA Jul epNoyUanlmarmaA Jul 1 2 Takeda Childcare Center Protect Schedule Assemble Project Team*--' - Vendor RFP and Selection Process Complete Design Development "Complete Construction Documents - GC Bid and Selection Process Site Mobilization and Construction Start Construction Phase Childcare Licensing Process Facility Open for Business 407 days 1 Tue 11/10/091 46 days: Tue 11/10/09 1 48 days i Wed 1/131101 i 75 days + Mon,' 2 10 i 13 days! Mon 7/5/10 j i 1 day I Thu 7/22/10 i I 201 days: Fri 7/23/10 --- 22 days ( Mon 5/2/11 f 1 day Wed 6/1111 i Wed 6/1/1 i Tue 1/12/10 Fri 3119/10 Fri 7/2110 Wed 7/21710 Thu 7/22/10 Fri 4!29/11 Tue 5/31/11 Wed 6/1/11 O: 3 4 5 6 7 8 9 Project: Takeda Project Schedule - Pr Date: Mon 6/21/10 Task Slit p , , , , , , , , , , , , , , , , , , , Progress Milestone ♦ Summary Project Summary External Tasks External Milestone Deadline Page 1 Tentative Plat and Plan. At the time that the tentative plat of subdivision is submitted, the subdivider will also submit a tentative plan of public improvements in two copies drawn on 24 inch by 36 inch paper or cloth and including at least the following: (1) Plat of Survey showing areas considered, (2) plat showing existing features, (3) a general subdivision layout, and (4) a general improvements layout. The Village Engineer shall review these preliminary plans and submit them along with his recommendations of the Plan Commission and Village Engineer, approve or disapprove the tentative plat of public improvements. One copy will be returned to the subdivider and one copy retained for the Village files. 2. Final Plans: Within six months of the approval of the tentative plan of public improvements, the subdivider may submit final plans for the public improvements in duplicate. These plans will be prepared on 24 inch by 36 inch cloth and shall contain at least the following information in the following order: 1. A Title Page, the form for which is to be furnished by the Village. 2. A plat of subdivision. 3. General layout drawings of the proposed streets. 4. General layout drawings of the proposed water system. 5. General layout drawings of the proposed sanitary sewers. 6. General layout drawings of the proposed storm sewers. 7. Plans and profiles of streets and sewers, scale not less than one inch equals fifty feet. 8. Details of streets, structures, etc. The Village Engineer shall review these final plans and submit them along with his recommendations to the Village Board for approval or disapproval. After approval, the Village Board shall return both copies of the plan of public improvements to the Village Engineer who will file one copy in the Village files and return the other copy to the subdivider for his information. 3. "As Built" Plans: After completion of all public improvements and prior to final acceptance of said improvements, the subdivider shall make or cause to be made a map showing the actual location of all valves, manholes, stubs, sewer and water mains, and such other facilities as the Village Engineer shall require. This map shall be in black ink on tracing cloth and shall bear the signature and seal of a Registered Professional Engineer or a Registered Land Surveyor. The presentation of this map shall be a condition of final acceptance. 9.215 FEES 1. Reviewing Fee: The following fees will be charged. At the time that the 67 final plans are submitted to the Village for approval, a fee amounting to three per„ cwt of the estimated value of the improvements will be paid by the s�vider to cover the costs of checking and review. .e 2. Acreage Fees: At the time of the approval and before the beginning of construction of improvements, acreage fees amounting to fifty dollars.per acre, or portion thereof, for water and fifty dollars per acre, or portion thereof, for storm sewer and fifty dollars per acre, or portion thereof, for sanitary sewer will be paid by the subdivider to cover the costs of additions and enlargements to the existing systems of the Village necessitated by the new subdivision. The fee paid for filling the subdivision may be credited against this fee. 3. Inspection Fees: During the-course of construction at such times as the Village Manager deems necessary, the subdivider will pay the actual cost of inspection up to and including the date of billing. This fee shall be determined as to the actual cost to the Village of inspectors, engineers, and other necessary parties to insure satisfactory work; and the cost shall be based upon a reasonable charge for the services rendered, to be determined by agreement between the developer and the Village. 61