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O-12-28VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -12 -28 AN ORDINANCE AUTHORIZING AN AMENDMENT TO THE SPECIAL USE FOR BRIARWOOD COUNTRY CLUB TO PERMIT CHANGES TO THE CLUBHOUSE AREA AND TO INSTALL PADDLE TENNIS FACILITIES Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 2nd day of July , 2012. PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 2nd day of July , 2012. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -12 -28 AN ORDINANCE AUTHORIZING AN AMENDMENT TO THE SPECIAL USE FOR BRIARWOOD COUNTRY CLUB TO PERMIT CHANGES TO THE CLUBHOUSE AREA AND TO INSTALL PADDLE TENNIS FACILITIES WHEREAS, Briarwood Country Club (the "Applicant "), being the owner of the property commonly known as the Briarwood Country Club, 355 Deerfield Road, and legally described on Exhibit A attached hereto (the "Subject Property "), has petitioned the Plan Commission of the Village of Deerfield for approval of an amendment to the Special Use for the Subject Property pursuant to Article 4.01 -C, Paragraph 3, Subparagraph a, Article 4.02 -C, Paragraph 3, Subparagraph a, Article 4.03 -C, Paragraph 3, Subparagraph a and Article 13.11 of the Zoning Ordinance of the Village of Deerfield to permit: (A) certain changes to the Clubhouse Area of the Subject Property generally consisting of changes to the Clubhouse entry and to the auto court entry to the north of the Clubhouse building, an enlargement of the outside dining area and casual seating area on the south side of the Clubhouse by 3,707 square feet, and a 450 square foot addition to the Clubhouse to expand locker rooms and the men's lounge area (the "Clubhouse Area Changes "); and (B) the addition of a paddle tennis facility to the Waukegan Road area of the Subject Property generally consisting of a new 1,000 square foot paddle warming but and deck, two eastern paddle tennis courts and two western paddle tennis courts to be located approximately 44.8 feet from the west property line of the Subject Property (the "Paddle Tennis Facilities "); and WHEREAS, the Applicant has further petitioned the Plan Commission for a text amendment to the Zoning Ordinance of the Village of Deerfield to allow identification signage for a country club in a residential zoning district; and, WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on April 26, 2012 and continued on May 24, 2012 to consider said petition, said hearing being held pursuant to public notice duly given and published as required by statute and conforming in all respects, in both manner and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and WHEREAS, the Plan Commission of the Village of Deerfield, after considering the evidence, testimony and supporting materials offered at said public hearing, filed its written report and findings of fact with the President and Board of Trustees recommending: (A) that the proposed Clubhouse Area Changes and Paddle Tennis Facilities be authorized as an amendment to the Special Use for the Subject Property in the R -1, R -2 and R -3 Single - Family Residence Districts pursuant to Article 4.01 -C, Paragraph 3,Subparagraph a, Article 4.02 -C, Paragraph 3, Subparagraph a, Article 4.03 -C, Paragraph 3, Subparagraph a and Article 13.11 of the Zoning Ordinance of the Village of Deerfield; and (B) that a text amendment to the Zoning Ordinance of the Village of Deerfield be approved to allow identification signage for a country club in a residential zoning district; and WHEREAS, the President and Board of Trustees of the Village of Deerfield have considered and reviewed the proposed Clubhouse Area Changes and Paddle Tennis Facilities, the supporting materials submitted by the Applicant, the evidence and testimony adduced at said public hearing for and against the proposed amendment to the Special Use, and the findings of fact and recommendations of the Plan Commission of the Village of Deerfield; and -2- WHEREAS, the President and Board of Trustees of the Village of Deerfield have determined that the proposed Clubhouse Area Changes and Paddle Tennis Facilities fully comply with the requirements and standards for special uses set forth in Article 13.11 of the Zoning Ordinance of the Village of Deerfield; and WHEREAS, the President and Board of Trustees of the Village of Deerfield have determined that the best interests of the Village will be served by the authorizing and granting of an amendment to the Special Use for the Subject Property to permit the construction, establishment, maintenance and use of the Clubhouse Area Changes and Paddle Tennis Facilities, as more fully described herein, as a Special Use of the Subject Property in the R -1, R -2 and R -3 Single- Family Residence Districts, all in accordance with the plans and supporting materials submitted by the Applicant which are incorporated herein and made a part hereof by this reference; and WHEREAS, the President and Board of Trustees of the Village of Deerfield further concur in the recommendation of the Plan Commission and determine that it is in the best interests of the Village of Deerfield that the text of the Zoning Ordinance be amended as provided herein to allow identification signage for a country club in a residential zoning district; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the President and Board of Trustees of the Village of Deerfield do hereby affirmatively find that the proposed amendment to the Special Use for the Subject Property fully complies with the requirements and standards set forth in Article 4.01 -C, Paragraph 3, Subparagraph a, Article 4.02 -C, Paragraph 3, Subparagraph a, Article 4.03 -C, Paragraph 3, Subparagraph a and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. -3- SECTION 2: That the President and Board of Trustees do hereby approve and authorize an amendment to the Special Use for the Subject Property in the R -1, R -2 and R -3 Single - Family Residence Districts to permit the construction, establishment, maintenance and use of (a) the Clubhouse Area Changes generally consisting of changes to the clubhouse entry and to the auto court entry to the north of the clubhouse building, an enlargement of the outside dining area and casual seating areas on the south side of the clubhouse by 3,707 square feet, and a 450 square foot addition to the clubhouse with a maximum height of 21 feet 4 inches from grade to expand locker rooms and the men's lounge area, all as more fully described herein; and (b) the addition of the Paddle Tennis Facilities to the Waukegan Road area of the Subject Property generally consisting of a new 1,000 square foot paddle warming but and deck with a height of 20 feet, 6 inches from grade to be located approximately 111.8 feet from the west property line of the Subject Property, two western paddle courts to be located approximately 44.8 feet from the west property line of the Subject Property, two eastern paddle courts, screens around the paddle courts with a height of 17 feet from grade, court lighting with eight (8) 24 -foot high poles per court and 400 watt metal halide floodlights, together with an expanded 28 -car parking lot to the north of the paddle courts and warming hut, all as more fully described herein and subject to the conditions, regulations and restrictions set forth in Section 3 of this Ordinance. SECTION 3: That the approval and authorization of said amendment to the Special Use for the clubhouse area changes and the paddle tennis facilities in the R -1, R -2 and R -3 Single- Family Residence Districts is granted subject to the following conditions, regulations and restrictions: (i) the establishment, construction, maintenance and use of the Subject Property for said amended Special Use shall be in accordance with the plans and supporting materials attached hereto and made a part of this Ordinance as Exhibit B hereof, and with all representations made and submitted by the -4- Applicant to the Plan Commission and the President and Board of Trustees of the Village of Deerfield; (ii) that the paddle tennis courts shall be closed to play from 10:00 o'clock p.m. until 8:00 o'clock a.m. each day; (iii) that the illumination of the paddle tennis facility shall produce 0 foot- candles at the property line of the Subject Property; (iv) that the illumination of the paddle tennis courts will be controlled by timers and limited to times when the courts are in use; (v) that a 10 -foot high stockade fence shall be established, constructed and maintained along the west side of the paddle tennis facilities to screen the paddle courts and for noise reduction purposes; (vi) that a 7 -foot tall non - deciduous landscape screen shall be established and maintained to screen the expanded parking lot; and (vii) continued compliance by the Applicant with all applicable provisions of this Ordinance and the Zoning Ordinance of the Village of Deerfield. SECTION 4: That Paragraph 1 ( "Identification Signs ") of Article 9.02 -A ( "Residential Districts ") of Article 9 ( "Signs ") of the Zoning Ordinance of the Village of Deerfield be and the same is hereby amended to add the following as Subparagraphs h and i thereof: h. Main Ground Identification Signage for a Country Club in a Residential District (1) Number and Content There shall not be more than two (2) ground identification signs for each zoning lot. Such sign shall indicate only the name and /or address and logo of the country club. (2) Area No ground identification sign shall have more than one (1) sign face. The gross surface area of the sign shall not exceed fifty -seven (57) square feet per sign face when measuring the entire wall on which the sign is mounted. (Note: When signage is mounted on a freestanding wall, the Zoning Ordinance requires the area of the entire wall be calculated in the area of the sign.) (3) Location Main ground identification signs shall be located on the same zoning lot as the principal use to which they are accessory but may not extend over any lot line. -5- (4) Height Ground identification signs shall have a maximum height not to exceed six (6) feet above grade. (5) Illumination The signs may be externally illuminated. i. Paddle Facility Identification Signage for a Country Club in a Residential District. (1) Number and Content There shall not be more than one (1) ground identification sign for each zoning lot. Such sign shall indicate only the name and address of the country club, logo, and parking restrictions. (2) Area No ground identification sign shall have more than two (2) sign faces. The gross surface area of the sign shall not exceed 7.5 square feet per face. (3) Location Paddle facility ground identification signs shall be located on the same zoning lot as the principal use to which they are accessory. (4) He_ ight Paddle facility ground identification signs shall have a maximum height not to exceed eight (8) feet above grade. (5) Illumination The sign may be externally illuminated. SECTION 5: That the amendment to the Special Use as hereby authorized shall be binding upon and inure to the benefit of the Applicant and Applicant's successors, grantees, transferees and assigns, and any violation of the conditions herein set forth by the Applicant or its successors, grantees, transferees or assigns shall authorize the revocation of the amended Special Use as hereby authorized. SECTION 6: That the Village Clerk is hereby authorized and directed to publish this Ordinance in pamphlet form and to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at Applicant's expense. SIT SECTION 7: That this Ordinance, and each of its terms, shall be the effective legislative act of a home rule municipality without regard to whether such Ordinance should: (a) contain terms contrary to the provisions of current or subsequent non - preemptive state law; or, (b) legislate in a manner or regarding a matter not delegated to municipalities by state law. It is the intent of the corporate authorities of the Village of Deerfield that to the extent that the terms of this Ordinance should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. SECTION 8: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 2nd day of July , 2012. AYES: Farkas, Jester, Oppenheim, Seiden, Struthers (5) NAYS: None ABSENT: Benton (1) ABSTAIN: None APPROVED this 2nd day of July , 2012. Village Presitlent ATTEST: Vill ge Clerk -7- EXHIBIT A Briarwood Country Club, commonly known as: 355 Deerfield Road, Deerfield, Illinois. PINS: 16 -33 -103 -064 through 16 -33 -103 -065; 16 -33- 201 -001 through 16 -33- 201 -014; 16 -33- 201 -019 through 16 -33- 201 -024; 16 -33- 201 -034 through 16 -33- 201 -035; 16 -33- 300 -003; and 16 -33- 400 -001. Exhibit B Exhibits to an Ordinance Authorizing an Amended Special Use for Clubhouse Area Changes and Paddle Tennis Facilities at Briarwood Country Club 1. "Street Section. Paddle Courts" Site Plan by Witmer and Associates, dated May 8, 2012, 2. Planning Commission Submittal Amending the Existing Special Use for Briarwood Country Club, dated April 9, 2012 by Witmer and Associates. 3. Briarwood Country Club Site Plan by Witmer and Associates, dated April 12, 2012, consisting of an aerial photo depicting the proposed paddle facility and clubhouse renovation. 4. Briarwood Country Club main entry sketch plan by Witmer and Associates, dated April 12, 2012. 5. Three cut sheets for R- Series Aluminum Bullet lights. 6. Cut sheet for low voltage path lights and low voltage mushroom lights. 7. Site Plan Sheet No. C -100 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 8. Fire Access Plan Sheet No. C -101 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 9. Site Lighting Plan Sheet No. C -102 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 10. Landscape Plan Sheet No. L -100 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 11. Tree Replacement Plan Sheet No. L -101 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 12. Floor Plan Sheet No. A -101 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 13. Roof Plan Sheet No. A -102 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 14. Exterior Elevations Plan Sheet No. A -200 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 15. Furniture Plan Sheet No. I -103 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 16. Renderings Sheet No. A -900 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 17. Floor Plan Foundation, Roof Plan Sheet No. A -100 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 18. "Elevations . Paddle Courts" by Witmer and Associates, dated April 9, 2012 depicting the south elevation and east elevation of the paddle courts. 19. "Elevations. Paddle Courts" by Witmer and Associates, dated April 12, 2012 depicting the east elevation and west elevation of the paddle courts. 20. Briarwood Country Club Paddle Courts Signage by Witmer and Associates, dated June], 2012. 21. Luminare Schedule for the Paddle Courts at Briarwood Country Club, dated April 9, 2012. 22. Lithonia Lighting cut sheet for Paddle Courts Parking Lot Light by Lithonia Lighting. 23. Cut Sheet from Ruud Lighting for AC 3.16 Series Area Cutoff Light. 24. Traffic Report memorandum from KLOA, Inc., dated April 9, 2012 to Peter Witmer. 25. "Elevations" by Witmer and Associates, dated 04.12.12 depicting the North, South, East and West elevations of the warming hut, Sheet A -200. 26. "Briarwood Country Club Cooling Tower" by Witmer and Associates, dated April 17, 2012. 27. "Briarwood Country Club Street Elevation — Paddle Courts" by Witmer and Associates, dated May 8, 2012. 28. "Briarwood Country Club Site Plan — Paddle Courts" by Witmer and Associates, dated June 1, 2012. I " F'21 INA] VILLAGE OF DEERFIELD I IIIIIII IIIIII III VIII VIII VIII VIII VIII VIII III VIII VIII I I I I VIII IIII IIII Image# 049915280056 Type: ORD Recorded: 03/14/2013 at 11:18:41 AM STATE OF ILLINOIS Receipt#: 2013- 00018607 Page 1 of 56 Fees: $107.00 IL Rental Housing Fund: $0.00 COUNTIES OF LAKE AND COOK ) SS Lake County IL Recorder Mary Ellen vanderventer Recorder VILLAGE OF DEERFIELD ) File 6 9 6 9 8 3 7 The undersigned hereby certifies that he 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 -12 -28 Authorizing and Amendment to the Special Use for Briarwood Country Club to Permit Changes to the Clubhouse Area and to Install Paddle Tennis Facilities Dated this September 7, 2012 . r SEAL ' 7 .A,.Lj I - ANDREW S. LICHTERNIAN Deputy Village Clerk Submitted by: Village of Deerfield �`, ,T�, 850 Waukegan Road Deerfield, IL 60015 v- 850 WAUKEGAN ROAD DEERFIELD, ILLINOIS 60015 TELEPHONE 847.945.5000 WWW.DEERFIELDaLORG VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0-12 -28 AN ORDINANCE AUTHORIZING AN AMENDMENT TO THE SPECIAL USE FOR BRIARWOOD COUNTRY CLUB TO PERMIT CHANGES TO THE CLUBHOUSE AREA AND TO INSTALL PADDLE TENNIS FACILITIES PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 2nd day of July , 2012. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 2nd day of July , 2012. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -12 -28 AN ORDINANCE AUTHORIZING AN AMENDMENT TO THE SPECIAL USE FOR BRIARWOOD COUNTRY CLUB TO PERMIT CHANGES TO THE CLUBHOUSE AREA AND TO INSTALL PADDLE TENNIS FACILITIES WHEREAS, Briarwood Country Club (the "Applicant "), being the owner of the property commonly known as the Briarwood Country Club, 355 Deerfield Road, and legally described on Exhibit A attached hereto (the "Subject Property "), has petitioned the Plan Commission of the Village of Deerfield for approval of an amendment to the Special Use for the Subject Property pursuant to Article 4.01 -C, Paragraph 3, Subparagraph a, Article 4.02 -C, Paragraph 3, Subparagraph a, Article 4.03 -C, Paragraph 3, Subparagraph a and Article 13.11 of the Zoning Ordinance of the Village of Deerfield to permit: (A) certain changes to the Clubhouse Area of the Subject Property generally consisting of changes to the Clubhouse entry and to the auto court entry to the north of the Clubhouse building, an enlargement of the outside dining area and casual seating area on the south side of the Clubhouse by 3,707 square feet, and a 450 square foot addition to the Clubhouse to expand locker rooms and the men's lounge area (the "Clubhouse Area Changes "); and (B) the addition of a paddle tennis facility to the Waukegan. Road area of the Subject Property generally consisting of new 1,000 square foot paddle warning but and deck, two eastern paddle tennis courts and two western paddle tennis courts to be located approximately 44.8 feet from the west property line of the Subject Property (the "Paddle Tennis Facilities "); and WHEREAS, the Applicant has further petitioned the Plan Commission for a text amendment to the Zoning Ordinance of the Village of Deerfield to allow identification signage for a country club in a residential zoning district; and, WHEREAS, the Plan Commission of the Village of Deerfield held apublic hearing on April 26, 2012 and continued on May 24, 2012 to consider said petition, said hearing being held pursuant to public notice duly given and published as required by statute and conforming in all respects, in both manner and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and WHEREAS, the Plan Commission of the Village of Deerfield, after considering the evidence, testimony and supporting materials offered at said public hearing, filed its written report and findings of fact with the President and Board of Trustees recommending: (A) that the proposed Clubhouse Area Changes and Paddle Tennis Facilities be authorized as an amendment to the Special Use for the Subject Property in the R -1, R -2 and R -3 Single - Family Residence Districts pursuant to Article 4.01 -C, Paragraph 3,Subparagraph a, Article 4.02 -C, Paragraph 3, Subparagraph a, Article 4.03 -C, Paragraph 3, Subparagraph a and Article 13.11 of the Zoning Ordinance of the Village of Deerfield; and (B) that a text amendment to the Zoning Ordinance of the Village of Deerfield be approved to allow identification signage for a country club in a residential zoning district; and WHEREAS, the President and Board of Trustees of the Village of Deerfield have considered and reviewed the proposed Clubhouse Area Changes and Paddle Tennis Facilities, the supporting materials submitted by the Applicant, the evidence and testimony adduced at said public hearing for and against the proposed amendment to the Special Use, and the findings of fact and recommendations of the Plan Commission of the Village of Deerfield; and -2- WHEREAS, the President and .Board of Trustees of the Village of Deerfield have determined that the proposed Clubhouse Area Changes and Paddle Tennis Facilities fully comply with the requirements and standards for special uses set forth in Article 13.11 of the Zoning Ordinance of the Village of Deerfield; and WHEREAS, the President and Board of Trustees of the Village of Deerfield have determined that the best interests of the Village will be served by the authorizing and granting of an amendment to the Special Use for the Subject Property to permit the construction, establishment, maintenance and use of the Clubhouse Area Changes and Paddle Tennis Facilities, as more fully described herein, as a Special Use of the Subject Property in the R -1, R -2 and R -3 Single - Family Residence Districts, all in accordance with the plans and supporting materials submitted by the Applicant which are incorporated herein and made a part hereof by this reference; and WHEREAS, the President and Board of Trustees of the Village of Deerfield further concur in the recommendation of the Plan Commission and determine that it is in the best interests of the Village of Deerfield that the text of the Zoning Ordinance be amended as provided herein to allow identification signage for a country club in a residential zoning district; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the President and Board of Trustees of the Village of Deerfield do hereby affirmatively find that the proposed amendment to the Special Use for the Subject Property fully complies with the requirements and standards set forth in Article 4.01 -C, Paragraph 3, Subparagraph a, Article 4.02 -C, Paragraph 3, Subparagraph a, Article 4.03 -C, Paragraph 3, Subparagraph a and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. -3- SECTION 2: That the President and Board of Trustees do hereby approve and authorize an amendment to the Special Use for the Subject Property in the R -1, R -2 and R -3 Single - Family Residence Districts to permit the construction, establishment, maintenance and use of: (a) the Clubhouse Area Changes generally consisting of changes to the clubhouse entry and to the auto court entry to the north of the clubhouse building, an enlargement of the outside dining area and casual seating areas on the south side of the clubhouse by 3,707 square feet, and a 450 square foot addition to the clubhouse with a maximum height of 21 feet 4 inches from grade to expand. locker rooms and the men's lounge area, all as more fully described herein; and (b) the addition of the Paddle Tennis Facilities to the Waukegan Road area of the Subject Property generally consisting of new 1,000 square foot paddle warming but and deck with a height of 20 feet, 6 inches from grade to be located approximately 111.8 feet from the west property line of the Subject Property, two western paddle courts to be located approximately 44.8 feet from the west property line of the Subject Property, two eastern paddle courts, screens around the paddle courts with a height of 17 feet from grade, court lighting with eight (8) 24 -foot high poles per court and 400 watt metal halide floodlights, together with an expanded 28 -car parking lot to the north of the paddle courts and warming hut, all as more fully described herein and subject to the conditions, regulations and restrictions set forth in Section 3 of this Ordinance. SECTION 3: That the approval and authorization of said amendment to the Special Use for the clubhouse area changes and the paddle tennis facilities in the R -1, R -2 and R -3 Single - Farnily Residence Districts is granted subject to the following conditions, regulations and restrictions: (i) the establishment, construction, maintenance and use of the Subject Property for said amended Special Use shall be in accordance with the plans and supporting materials attached hereto and made a part of this Ordinance as Exhibit B hereof, and with all representations made and submitted by the M Applicant to the Plan Commission and the President and Board of Trustees of the Village of Deerfield; (ii) that the paddle tennis courts shall be closed to play from 10:00 o'clock p.m. until 8:00 o'clock a.m. each day; (iii) that the illumination of the paddle tennis facility shall produce 0 foot- candles at the property line of the Subject Property; (iv) that the illumination of the paddle tennis courts will be controlled by timers and limited to times when the courts are in use; (v) that a 10 -foot high stockade fence shall be established, constructed and maintained along the west side of the paddle tennis facilities to screen the paddle courts and for noise reduction purposes; (vi) that a 7 -foot tall non - deciduous landscape screen shall be established and maintained to screen the expanded parking lot; and (vii) continued compliance by the Applicant with all applicable provisions of this Ordinance and the Zoning Ordinance of the Village of Deerfield. SECTION 4: That Paragraph 1 ( "Identification Signs ") of Article 9.02 -A ( "Residential Districts ") of Article 9 ( "Signs ") of the Zoning Ordinance of the Village of Deerfield be and the same is hereby amended to add the following as Subparagraphs h and i thereof: h. Main Ground Identification Signage for a Country Club in a Residential District (1) Number and Content There shall not be more than two (2) ground identification signs for each zoning lot. Such sign shall indicate only the name and /or address and logo of the country club. (2) Area No ground identification sign shall have more than one (1) sign face. The gross surface area of the sign shall not exceed fifty -seven (57) square feet per sign face when measuring the entire wall on which the sign is mounted. (Note: When signage is mounted on a freestanding wall, the Zoning Ordinance requires the area of the entire wall be calculated in the area of the sign.) (3) Location Main ground identification signs shall be located on the same zoning lot as the principal use to which they are accessory but may not extend over any lot line. -5- (4) Height Ground identification signs shall have a maximum height not to exceed six (6) feet above grade. (5) Illumination The signs may be externally illuminated. i. Paddle Facility Identification Signage for a Country Club in a Residential District. (1) Number and Content There shall not be more than one (1) ground identification sign for each zoning lot. Such sign shall indicate only the name and address of the country club, logo, and parking restrictions. (2) Area No ground identification sign shall have more than two (2) sign faces. The gross surface area of the sign shall not exceed 7.5 square feet per face. (3) Location Paddle facility ground identification signs shall be located on the same zoning lot as the principal use to which they are accessory. (4) Height Paddle facility ground identification signs shall have a maximum height not to exceed eight (8) feet above grade. (5) Illumination The sign may be externally illuminated. SECTION 5: That the amendment to the Special Use as hereby authorized shall be binding upon and inure to the benefit of the Applicant and Applicant's successors, grantees, transferees and assigns, and any violation of the conditions herein set forth by the Applicant or its successors, grantees, transferees or assigns shall authorize the revocation of the amended Special Use as hereby authorized. SECTION 6: That the Village Clerk is hereby authorized and directed to publish this Ordinance in pamphlet form and to record this Ordinance in the office of the Recorder of Deeds of Lake County, Illinois at Applicant's expense. 1.2 SECTION 7: That this Ordinance, and each of its terns, 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. SECTIONS: 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 2nd day of July , 2012. AYES: Farkas, Jester, Oppenheim, Seiden, Struthers (S) NAYS: None ABSENT: Benton (1) ABSTAIN: None APPROVED this 2nd day of July , 2012. Village President ATTEST: Vill ge Clerk -7- a, EXHIBIT A Briarwood Country Club, commonly known as: 355 Deerfield Road, Deerfield, Illinois. PINs: 16 -33- 103 -064 through 16 -33- 103 -065; 16 -33 -201 -001 through 16 -33 -201 -014; 16 -33- 201 -019 through 16 -33- 201 -024; 16 -33 -201 -034 through 16 -33 -201 -035; 16 -33- 300 -003; and 16 -33- 400 -001. Property PIN # 16 -33- 103 -064 %/� DeSC: OWNERS FIRSTADD LOT 18 Property PIN # 16- 33- 103 -065 ✓ DeSC: OWNERS FIRST ADD LOT 14 Property PIN #16 -33 -201 -001 ✓ Desc: OWNERS FIRSTADD (EX N594.6 FT E27 FT) & (EX BRIERGATE CNTRY CLUB SUB UNIT NO.1)LOT 12 Property PIN # 16 -33- 201 -002 ✓ Desc: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 1 Property PIN # 16 -33 -201 -003 DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 2 Property PIN # 16- 33- 201 -004 .- DeSC: BRIERGATE COUNTRY CLUB SUBUNIT O.1 LOT3 Property PIN # 16- 33- 201 -005 V DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 4 Property PIN # 16- 33- 201 -006 `/ DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 5 Property PIN # 16 -33- 201 -007 v DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 6 Property PIN # 16- 33- 201 -008 ,/ DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 7 Property PIN # 16 -33- 201 -009 / DeSC: BRIERGATE COUNTRY CLUB SUBUNIT NO.1 LOT 8 Property PIN # 16 -33- 201 -010 V DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 9 Property PIN # 16 -33- 201 -011 t/ DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 10 Property PIN # 16 -33 -201 -012 DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 11 Property PIN # 16- 33- 201 -013 e!' DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 12 Property PIN # 16 -33 -201 -014 V, DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 13 Property PIN # 16 -33- 201 -019 , , DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 14 Property PIN # 16- 33- 201 -020 V DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 15 Property PIN # 16 -33- 201 -021 I, DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 16 Property PIN # 16- 33- 201 -022 LI/ Desc: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 17 Property PIN # 16 -33 -201 -023 we DeSC: BRIERGATE COUNTRY CLUB SUB UNIT NO.1 LOT 18 Property PIN # 16 -33- 201 -024 V DeSC: BRIERGATE COUNTRY CLUBSUB UNIT NO.1 LOT 19 Property PIN # 16 -33- 201 -034 0/' Desc: OWNERS FIRSTADD (EX N594.6 FT)LOT 15 Property PIN # 16 -33- 201 -035 �- ' DeSC: OWNERS FIRST ADD LOT 13 Property PIN # 16 -33- 300 -003 �/' DeSC: THAT PT E OF HWY NE 1/4 SW 1/4 SECTION 33 TOWNSHIP 43 RANGE 12 Property PIN # 16 -33- 400 -00I/ DeSC: NW SE; (EX PT LYG W OF CEN RTE43) &(EX PTDAF BEG 176.78'N OF SW COR, NELY 199.46' , NW162.25', SW87.38', SWLY 191.46' TO PNT ON CEN RTE43, SELY ACG CEN LN 86.38', NELYTO POB) SECTION 33 TOWNSHIP 43 RANGE 12 Exhibit B Exhibits to an Ordinance Authorizing an Amended Special Use for Clubhouse Area Changes and Paddle Tennis Facilities at Briarwood Country Club 1. "Street Section a Paddle Courts" Site Plan by Witmer and Associates, dated May 8, 2012, 2. Planning Commission Submittal Amending the Existing Special Use for Briarwood Country Club, dated April 9, 2012 by Witmer and Associates. 3. Briarwood Country Club Site Plan by Witmer and Associates, dated April 12, 2012, consisting of an aerial photo depicting the proposed paddle facility and clubhouse renovation. 4. Briarwood Country Club main entry sketch plan by Witmer and Associates, dated April 12, 2012. 5. Three cut sheets for R- Series Aluminum Bullet lights. 6. Cut sheet for low voltage path lights and low voltage mushroom lights. 7. Site Plan Sheet No. C -100 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 8. Fire Access Plan Sheet No. C -101 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 9. Site Lighting Plan Sheet No. C -102 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 10. Landscape Plan Sheet No. L -100 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 11. Tree Replacement Plan Sheet No. L -101 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 12. Floor Plan Sheet No. A -101 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 13. Roof Plan Sheet loo. A -102 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 14. Exterior Elevations Plan Sheet No. A -200 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 15. Furniture Plan Sheet No. I -103 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 16. Renderings Sheet No. A -900 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 17. Floor Plan Foundation, Roof Plan Sheet No. A -100 by Witmer and Associates, for Addition and Renovation to Briarwood Country Club, dated 04.12.12. 18. "Elevations. Paddle Courts" by Witmer and Associates, dated April 9, 2012 depicting the south elevation and east elevation of the paddle courts. 19. "Elevations. Paddle Courts" by Witmer and Associates, dated April 12, 2012 depicting the east elevation and west elevation of the paddle courts. 20. Briarwood Country Club Paddle Courts Signage by Witmer and Associates, dated Junel, 2012. 21. Luminare Schedule for the Paddle Courts at Briarwood Country Club, dated April 9, 2012. 22. Lithonia Lighting cut sheet for Paddle Courts Parking Lot Light by Lithonia Lighting. 23. Cut Sheet from Ruud Lighting for AC 3.16 Series Area Cutoff Light. 24. Traffic Report memorandum from KLOA, Inc., dated April 9, 2012 to Peter Witmer. 25. "Elevations" by Witmer and Associates, dated 04.12.12 depicting the North, South, East and West elevations of the warming hut, Sheet A -200. 26. "Briarwood Country Club Cooling Tower" by Winner and Associates, dated April 17, 2012. 27. "Briarwood Country Club Street Elevation — Paddle Courts" by Witmer and Associates, dated May 8, 2012. 28. "Briarwood Country Club Site Plan — Paddle Courts" by Witmer and Associates, dated June 1, 2012. EXISTING LANDSCAPE SCREEN NEW 10' STOCKADE FENCE wl 4"0 SC14FO 40 STEEL POSTS • V OJC- EXISTIW5 6- CHAN LINK FENCE I BRIARWOOD COUNTRY CLUB W I T M E R & ASSOCIATES STREET SECTION - PADDLE COURTS May 8, 2012 SCALE: I — l0` -0" ARCInTFcruitE & INITRIOR DESIGN WAUKEGAN ROAD i 1 -NEW 10' STOCKADE FENCE EXISTING VCHAIN LINK FENCE EXISTING LANDSCAPE SCREEN 0 0 0 o op- C) -7 ---------- EXISTING LANDSCAPE SCREEN NEW 10' STOCKADE FENCE wl 4"0 SC14FO 40 STEEL POSTS • V OJC- EXISTIW5 6- CHAN LINK FENCE I BRIARWOOD COUNTRY CLUB W I T M E R & ASSOCIATES STREET SECTION - PADDLE COURTS May 8, 2012 SCALE: I — l0` -0" ARCInTFcruitE & INITRIOR DESIGN WAUKEGAN ROAD i 1 -NEW 10' STOCKADE FENCE EXISTING VCHAIN LINK FENCE EXISTING LANDSCAPE SCREEN 0 0 0 o op- C) -7 April 9, 2012 Planning Commission Submittal Amending the Existing Special Use For Briarwood Country Club 355 Deerfield Road, Deerfield, Illinois 60015 The Briarwood Country Club was established in 1958. It's membership is currently 257 families. The club has studied its existing facilities and is proposing the following modifications in three areas of the club 1. Clubhouse entry drive and Auto Court area: 1.1. Enhance the landscape and site lighting of the entry drive, and street scape signage at the club entry. 1.2. Create a separate Golf Bag drop area that will act as a fire truck and ambulance turnaround. 1.3. Allow for a ADA ramp at the front door and raising the existing drive canopy 2' -9" to match the existing roof soffit. 1.4. Modify the existing pool deck area to accommodate new auto court design and enhance the pool area. 1.5. Provide for the additional 5' of property along the north parking lot edge and landscape. Increase parking lot to allow for straight parking with 19'x9' spaces and 24' isles. 1.5.1.The Landscape improvements along the parking lot expansion will be completed at the conclusion of the Deerfield Road expansion. The existing vegetation will remain until the expansion project takes place. 1.6. Provide area for Air Cooled Chiller at the Northwest service area for the building that is 30' from the property line. With a DB rating of 67 30' from the unit at the end that faces the west neighboring property. This is equivalent to the requirement for a residential style outside condensing unit for noise at the property line. 2. Rear Terrace addition and Building Addition 2.1. Enlarge the existing outside dining and casual seating areas. The area of the terrace addition is 3,707 Square Feet. 2.2. Provide a 450 Square foot addition to the existing building to allow for an expanded locker rooms and Mens lounge area. It's maximum height is 21' -4" from grade 3. Paddle Facility 3.1. New Paddle Hut 1,000 sq. ft. with a, 4 paddle courts, with lighting and Parking Lot. The project will be completed in two phases with the first phase being the but and the two Western courts and the 2nd phase the 2 eastern courts. The existing curb - cut will be enlarged with the drive entrance will be enlarged 4' -4" at the property line and 11' -5" at the widest point of the entry. IN 3.2. Height of the Paddle Hut will be 20' -6" from the existing grade and 111.8' from the west property line. I (_o The courts will be located 44.8' from the west property line. This allow the existing vegetation screening to remain. The height of the screens (fencing) around the court are 17' high from the grade and the box style lights are 24' high from the grade. I The lights produce 30' candle at the playing surface with a zero cut off at the property line. Light measurements were taken at 9 pm and the following were reported 1.4 fc at the road and the berm area. ^� 1 Sound measurements were taken at Waukegan Road and they vary from a low point of 53db to a high of 85db. The reduction t at the other side of the berm next to the residence was a constant 55 -60db. The conversation and foot noise of a typical paddle play is in the range of 55 -60db. Therefore there will not be an increase in the noise level at the residence due to the _ louder traffic noise from Waukegan Road. 1 Q Q 9� 0 Witmer &Associates 272 E. DEERPATH SUITE 230 LAKE FOREST, IL 60045 • The club has been in existed since 1957 and has various additions over the years our remodeling and paddle facility keep in the spirt of the club and do not over crowd or the existing neighbors. The membership is not being increased with these modification. The improvements are to keep existing members and attract new members. The proposed modifications to the clubhouse will not adversely affect the neighbors and will allow the existing residential areas to enjoy the open space provided by the clubs use. • The Paddle Facility is located next to a four -lane highway that has considerable traffic. It's location is consistent with the commercial uses that are located along the main artery that goes through the village. 2. Lot of Sufficient Size: • This existing site is 180 Acres with the majority of it being open space for the golf course. The amount of building to land far exceeds the typical requirement development requirement. • The paddle facility well exceeds all required set -backs needed for any building located in a commercial or residential district. Therefore we feel that the proposed project is of a scale that is well with -in the guide lines of being proposed for the use. MWIMi(M • The project does not increase membership. Therefore there will be no change to the amount of traffic created at the clubhouse. • The paddle facility Is relatively small use numbers and is addressed in the parking and traffic study which shows minimal impact to the street traffic. Waukegan Road is a major north -south arterial road with 30,600 average daily traffic counts. Our proposed use has a total need of 32 uses per day and has a peek use during the off peek times of travel on Waukegan road. This makes the use have minimal impact on the the traffic patterns created on Waukegan Road. 4. Parking and Access: • The clubhouse parking lot and site plan changes allows for an increase of 26 spaces with 6 of them dedicated for handicapped. During large events the club will continue to use it current driving range for overflow parking. The Club has not had any parking problems in the past and the changes proposed does not impact in the parking and access. • The Paddle parking lot is sized for twice the number of players that can be on the courts. This has proven to be adequate in other clubs that have similar size facilities. Paddle Parking can also be used for overflow employee parking during summer use when there Is minimal use of the paddle facility. 5. Effect on the Neighborhood: The existing use enhances the existing neighbors by being open space. By these improvements it will allow for the open space to remain by having a strong membership to the club. • The changes to the clubhouse will enhance the visual presents from Deerfield Road. There is a major upgrade to the landscape and hardscape for the neighborhood to enjoy. There is an impact on the to the adjacent neighbors currently and will continue to be with the current special use. The location of the chiller unit in the current service yard will have an minimal effect on the the ` adjacent neighbors due to the fact that a strict sound attenuation will be required on the unit which will deaden the noise to a level. This level of sound is equal to the sound put out by a typical residential condensing air - conditioning equipment. `( • The Paddle Facility will be a change to the existing site. It minimal use will have a minimal effect on the surrounding Ll Neighborhood. The location which keeps the existing large landscape buffer. The 4 -lane Waukegan Road and the existing berm all mitigate the the impact of the new use. The lighting is designed to have zero cut -off at the property line. The traffic will not be significant to the current number on Waukegan Road and the sound is minimal in comparison to the noise created by the car and truck traffic on Waukegan Road. Therefore the effect with be minimal to the adjacent Neighborhood. 6. Adequate Facilities: f • Existing Water, Gas, and Electricity are adequate for the proposed alterations to the Clubhouse. The slight increase in impervious area will be accommodated on site in the existing pond which is used for irrigating the golf course. • The Paddle Facility will connect to the gas and electric from Waukegan road and the electric will be fed from the existing service at the storage building to the north. The storm water will be addressed in the same pond as the clubhouse project uses as this area Q drains into the same direction. Witmer &Associates 272 E. DEERPATH SUITE 230 LAKE FOREST, IL 60045 7. Adequate Buffering: • The Clubhouse parking area will be buffered with the landscape as described in the the landscape plan. The other areas of renovation are hidden by the existing building and existing vegetation. • The Paddle Facility is located so the existing vegetation buffer will create a visual screen. The location next to Waukegan Road also provides a noise buffer from the surrounding neighbors. The design of the lighting and the switching of the lighting on timers that are only on when the court is in use will also minimize the impact of the need for buffering from the surrounding property. J co X, U O 91 Witmer &Associates 272 E. DEERPATH SUITE 230 LAKE FOREST, IL 60045 t i � � S '�>• y s ` ;� Hniwrcal Scpp r � co OKiph-ig Park •. ,.- ,iEteme my H � �.< �71�� ... �d CLUBHOUSE,RENONAT ON NLARGED PL,4N �s` Longl�w:avo.c....r..��L•o�`g�IlowAve 4 `�',r � � {;., r:•�� `�� •-•' I 2. WPW,• 'Yg4gY, d� ? Country'Clury a. PA 5DL AC(LITY .': a �• ° °� ti EE ENLAR.tsi, !� r ,,� X,t►u. m "� � I .yF "e - KaleS'Rd Kates Rd u Mm-- YJtd:en '� •�^ r - act ,�� - � � r � �,rrts i E,. Gb 4 rj � � l+fr _�_ A� M' ' . y��, <�' i ,� ♦. 1 �"+n�a� lb "nn Dr.,viirtd ^a a 8 N lli STAINLESS STEEL LETTERS ON PINS CAST CONC CAP IPE WOOD w/ 1 /2" HORIZ SLOTS CAST METAL LOGO IN GROUND LOW VOLTAGE LED SIGN LIGHTING CAST CONG GAP FORM LINED GONG N., .............. . WITMER & ASSOCIATES ARCHITECTURE & INTERIOR DESIGN (OP-0. 6 -12 -2� CX6-1 BRIARWOOD COUNTRY CLUB ... MAIN ENTRY April 12, 2012 SCALE: 1/8 "= V -0" I nig ligfAm 11NATION!' FEATURES & SPECIFICATIONS Www,(,4h1(4ht1J7C,C0M 1. HOUSING lkrg Snits l►xiv.-u kaziM is dirCA51 410AIN04 ANd'(011ts sm,4uld is O.D; Cats % aids xwW%q, AltvkLsi Isact 0;huz talons m 0hur, 2. LENS Both dok,% 1drip lAvpshiEIdj%qj 4%d Cp 5114% Will (050 ARE ,witA4 so t; 4 dio-w ink 64iohq i IlMs. 3, LAMPS M,61AWc k" unit Mir-tv'Ry VApomd INciNdtwNi5,, 4. SOCKET CaNii"cird d lyjacd.6, illic kiiifioj litic socki 14 4kV pklsf Aurd %4 ANIckt, 1 phud vmw Ott fin svrf Qf lup japkauvo, 5. MOUNTING 11001i%q CA% be dilaR di.-.4ci io slit kllvii Wx co Rmmit M-ovitri MAICIILi 119L AJ�JJIANANC( gJOLOR OPTIONS Whcm oudtaikq f ixiLiffS, Add Oizdf it # so #:,,d (if ardc c-Ar_. O tea # DtK1t;PTiw4 04% f MA) 'coa I's 4 0144 $ stwi'd E3= Type IW- SERIFS ALUMINUM BULLET DIMENSIONS r— 91V -1 0r- V In 0" L CQD 7s 0 " L r Night Llght,.Inc. • 148 Eisenhower Lane North • Lombard IL 60148 * 63"27-1111 * Fax 63"20-0079 nig ligw I-ANDSCAPI�' 10JXMINIATION'.1" FEATURES & SPECIFICATIONS Www'n4hilighlificcom 1. HOUSING lkr k $Inhs liww lfmsiNG 4 dir cast alt miN%.mA%4 cows siksdud O izolonS 2. LENS Roth doqs Jdap 1,svp Oilddis4i 40 up OWS v.;111 lostsm;c Aviitd& io czar, c dy-Amlit IkNik� 3. LAMPS iwxihblv h. 50 wars iNitpcvhv VqRw A,,d tsc4-sdF%ctSl5w 4. SOCKET jld C- QUM k0lil A.Nildd 1.40(d X0,W Slitit 10 04 Of 4UP 5. MOUNTING NIOLSINr iff- i cils d VSN AS air OW14 14FU 11W;. Uf AILVI[MM Vv'lVbx' LAC siuckii dif, AppF4R4%(F 10 fI4 RXICHf. 120LOR OPTIONS Ultra 4)ltdi "I-Ari lki tii' %tld owita A" to f Sd of oftJot colt. ORdtit # DtscodpTiox Notes Number ,SERIES ALUMINUM BULLET ff"I"11IMENSIONS r 4,J 3.�- '0 35� L 3.5r L97S2 O Night Ughtinc. * 148 Eisenhower Lane North # Lombard IL 60148 a 630-627-1111 * Fu 610-620-0670 olivi, Da4l 0zo"s aw"ll 4 Bl,%fL Notes Number ,SERIES ALUMINUM BULLET ff"I"11IMENSIONS r 4,J 3.�- '0 35� L 3.5r L97S2 O Night Ughtinc. * 148 Eisenhower Lane North # Lombard IL 60148 a 630-627-1111 * Fu 610-620-0670 hrt ligW FEATURES.& SPECIFICATIONS wwx�N(ightfhccom 1. HOUSING lkt R Smite humt kwiiv f 4 dir (Al 41LMNUMANd COM6 iwNdAM is O.D. Cott% 0114401001 m-M01f� 2. LENS Roih doa-% idup IVUP Sh.iddi%41 ANd Cp Jr41451011 ItWi Aqf A1'.0Ah!f wccu i. dgsva k Iirkfia i thai. I. LAMPS 4441A N 50 u Nhroq Vipvamd I%tA%JwcNm 4, SOCKET CoisiavoM *) poakn!4%, 11jr,sifiliku ks wkf t 4 4k j1dif, 9401d 'A1111 A MILL'd JAWd VeMS11111 f(A o" 61 two R(IIIAMCNI, 5. MOUNTING 11001iNq OWN flilir.4 dicaci 10 111( Whit 14ti OA KOK 9601(d %143clas 11ft App(ARANI( 4A 1111 (him. �OLOR OPTIONS Whs.-4 oudiak(i lKeem's-44d Oudi a # io vol CA 040 Oadin # Wsettiptiov 01,4E N-6 Gattv gills= 3 BOON; v 4 014ct 5 spi 4-iAl Number 12, SERIES ALUMINUM BULLET R-40 ALUMINUM BULLET 11p ur M4 L co <D 0 O Night LighUnc. • 148 Eisenhower Lane North • Lombard IL 80148 * 630 -627 -1117 * Fax $30-629-0879 at�-(oq Number nightligl-t Notes LANDSCAPE ILLUIVINANITON"' "'W'nOV0101acom FEATURES & SPECIFICATIONS HOUSING N4wU4 000%,601 coppta.' IENS 11crmid (,Ws IsNs,, LAMP 124!,7MV 041,oQN bvp. MOUNT14NG Itz" K.PJ. sti'm (ORLS STEM WIRING 1,6u! tollAqr kitmi skpjah(j kk•lli Oft. low volurit, co%Ntcloa. HOUSING At Oklk N 04 C%ss Almism ok- Oic ckil eav:s. LAMP Low Wm4c flmutts svpplitfl awi (w uhkof t2V,70NNHiWqN is U-)l t4 Vc (IM) fixt(w. AkAiIAIAt ON IA W,( mvilsowil 0%1)� ARcA tq,( IAmp. Ltmil Not ivILdi'd. MOUNTING 12' oA 18" siovsitwj stem. LAaq Rvicti-S cow sumdARd kthh WIRING 170 V06 fikloiti a( pagwiflM Wilk #16 ak. lAr'li I(VPMAUC� f440. I volmrtr fixtLavi scpplicd ulkk k Ilk, 0.1 ule!p ANd 4 low tollu'r cOlUclon. FINISHING AlLvNtu rfvt�w =w, uAiWf is RNA, flud KWd Vcdf, Brtovi, OR O.D. Guff %. Wo limpri arm',0kh, 'Ai. lfi CdORS ON VAIMA lkik CtSIOM QJIM AA141311 4 1 R£+ VW ype 13OW VOLTAGE PATHLIGHTS TL SCPL 1@1MENS]IONS 6Y* Ttscot 130W VOLTAGE MUSHROOMS TLMPI.,AK Sl%IAC L SIMEN SIONS F7 ZZI lcmft I 7e- V I L L .M A TL Night UlghtAnc. • 148 Eisenhower Lane North * Lombard IL 60148 * 630-627.11111 # Fax 63D-629-0879 -- - - ;_r.�.�- .�rr.i�+.r•�•.`��.�� 12�• rir. ��. �rrr�icr. ��■.`• ��r .�•�Tr.vrr�r�+.r��r..r��-.® - - -- - - loll III 11 T SPECIAL USE MOR � � III► III _ _ _ II �'�r �,I,,r�✓ is � • �'i�1 / :; :......_..... .._...... t OLtJ 6- I ?- -Z'? Cxg-� 1 1 DEEWIELD ROAD , WITMER AND ASSOCIATES I IA-KI I Mwrzcnm uo mnmp x)ox 1 -xs � � � ov i omr�nr uz laol uwp weo I ' L OMI2 • Ml eN•NS IY � Ml ]N-0IU Il Nl . p�v.ti�snln•ecra GOd41Yil! l i . 1 1 • 000000000 0 [z] • o I <. � ° ° �ovrtlap • imov�rrw.a \ � °o °o BRIAfdIIOCD LOWTRY CLUB 0 0 0 �» oeeiaxtp iwo a o 0 oceiwew, uwe wce 70000000 0 I u r 7 tiix i• `� FIRE •LANE.: +: II i rn¢ neruc r�iu a.eoerm da i I I Vie`' p I I v `o, I SPECIAL USE 04.10.12 1 O 1IIp$� ®71I�I 1 1 I - mna psy I 4• • r.r I I ®))1 rr mN FIRE ACCESS PLAN 1 I i FIRE ACCESS PLAN (D ro C•101 cOQ-6 O— 12 —g F—x g -9 1-77 V SITE'Ll 14TING PLAN (D 02D 0-12-2-Z E0>1 III IN 11111111 INI iiii ..... ... .. .. ... Oo a 9371 WITMER AND ASSOCIATES epplllplM-- m 13RIAR11)= CaNTRY CLO EI ID M SPECIAL USE 04.10.12 1 Ong SITE LIGHTING r -- ,-- ------ - - - - -- . a eo •�nwoo WITHER AND ASSOCIATES I I I acl•lectlia! ro wl[leon Ixwl i I I I I A I I I Mlvlw omlr •.0 I I � 1 I I I I i I I I 1➢ L D[Orl4 lM fgUr LLMI• NM I I I I ta• � e1 ILW tRQ w11Hd1K •A11 • w11N• /10 1 I I OILL pMSti•�NWRt•• I I I rolufC. pll•/•u� I 11w Y..Y'I wm � I W9LtINIL I ' I I I I ••C• - T - - -T- _ — — — __ _ mcolc o•e •n s.n cMNGwf laoa» I 'f w wM. v.�• rw I. II LYIOR' V II � © I Q FWJtEnIe LOlw'E ww� >f YUME�I >f • I-_J >f r'i • rcMl•.I• .uro'ewc.r O © >f MALI Ler :... wu• ocoo ©+ eroie erla• sroa ® p L IL + ® m O 0 x veeT I � of ©e •�.•• -- _ -- � • � ? .00nlwl.lmov�rr.�ra m -LL MIAMI= COWTRY CLUB ER m xel.eLO •wo oeermo, u•w wes MEW LQLYe rT 0 a i veer neW LorxE�e , .1 ar w.. L—T4, . _ BUILDING ADDITION 450 5F 1 I 1 •4•I 000+, nr ivL• I� I I i I I I � SPECIAL USE �. .pro �•, «MQU ; °� wo•� m. b "� 04.12.12 I 1 1 J ' 1 Y ---- ------ -- --------------------------------------------------------------- L: ----------------- STAIR DDITION ~Oej•••. � vsw•n ;. - 4 �{ Lrwaw ,:, :,.. ;, 949E A ana - `r. auA•.L ro •.Iw a•r . ... --- --- ---- -- --- - --i "°• I I I 1 Al I =... ` "- J - - - -' ' FLOOR PLAN 11OC•'P� TERRACE ADDITION ' - ' PL .I FIRbT FLOG AN 310 6F ' �________________ _____J .•w ...r .. KEYYPLA' 1° A -101 OW O -Iz -2� p4f _ I _ ---- ----------------------- - - - - - -- 1 r--J 1 I i I � i fjr \� �i DEMOLITION ROOF PLAN I I OQL) 0- 12--2K Ex e) -13 WITMER AND ASSOCIATES .�wrzciue ro xrtim. xeiw iu � oewva Lw iaw�u.m wws DHQ- MIiM•fi< Ml1>••fIq QYl- P�/Wwzra CQgLLYIID "IT" 4 RIAlIG11- BRIASIL= COUNTRY CLUB -Dlt KLD- SPECIAL USE 04.12.12 V.. ROOF PLAN A -102 w 6OUTH DEMOLITION ELEVATION 9OUTN ELEVATION EABi ELEVATION mill11��1�1� @ G P - b O- 1 2 - -29 Ek9 - l-A u NORTH ELEVATION WITMER AND ASSOGATES aarzcme •w Lrt� xw •oa*a+ � mw•rd % BRIARWOOO GANTRY OLUO W MEL LU Wo _-L... UL - SPECIAL USE 04.12.12 EXTERIOR ELEVATIONS OP-D(0-12--29 GXE-Is I I I 1 I 1 I WITMER AND A55OGIATES' ..wTtcn¢ w MLI9on deal I i I I � 1 I I 1 I I j 1 I 1 1 I I I I I I 1 I I 1 I I 1 19 L GQR•M t•IR 1plV, LLIN •OSY plR . Ml )Y.ftM Y • M ]).•>N> evL , perwMrrec�a f1MLid9rL r---- --- -- � CNANDUtl IC1wM11 -- --- -- ---- --- - 'r �.� veetlpuLe,� p L41gRT e11T- I , CC8�t77 I O p El eTORdGe o UVMV,Lr-i i- , I � '"'�'L�S _�I L_J I u I 1 Q 0 © 0 T© NLLL Q O e oA *TOR mows Wr n eTM OE ® Q IL IL i '�' O O.. ® - -- - - -- oaere Q Ilm iT O NGLL IOgtgl , RHOVLTLM Tw BRIARLLI�OD GOWTRT CLUB M! O[fRCLD I,DA� uO O 0 oeenmo. uwm woe eTOILme ewr r+e.eO � I i I i ® D D i i SPECIAL USE I 04.12.12 I - - -- - - - - -- - -- - - - - -E - :.- - - - - -- - - -- - C} - - - -- - -.,- c"1------ - - - - -- c> - - - - -- c - - - -J W� ❑ v v v Ll 0 4 b ©Q4 OpQQ4 Ob ©� Fa FURNITURE ° O o PLAN @,z, FLOOR FURNITURE PLAN •w• ^� a I -I03 OP-D(0-12--29 GXE-Is La 0eDO-12--;?-9 Ece)-lLp AN, Of Z� WITMER AND ASSOCIATES BRIARWOOD =NTRY CLUB - MIN IiJAD D!lIP2LV. IL-- SPECIAL USE 04.12.12 RENDERINGS A-1300 i i i i w • lcoo 1 A '® WARMING HUT . r rfII:, i t El SW FLOOR PLAN A n FOUNDATION PLAN ()vb exe,- I-7 KIT • I GENERAL GOWIT.— LION NOTES WITHER AND ASSOCIATES Atl'rawa °o wrtwa! xro. rr.crw I STRUCTURAL NOTES L— — — — — — — — — — — — — — _ »..,.m»..w.�..w..d.. ..+oR ° n.. r. ' ry r. oms•,y ..w ioizn u»,e...° °rr:! • M11NNV rY • M1INlle _ , s,Vl,swi,luvM gwvnw ri,»pwu�4w•IWrs�o. __J w ,a i i �ffie.o.,a i � i i � aw roar •owm•. F _ ., v, re rowswm.wnewimwwr °.rw iwceei.mn BRIARMD COUNTRY CLUB a» aciano mo a[wxio, urge rcw I »rw,a�» w.r.mma SPECIAL USE 04 12 12 @ROOF PLAN _ iC\ FLOOR PLAN FDN, ROOF PLAN .mo A -100 SOUTH ELEVATION a� s. EAST ELEVATION WITMER & ASSOCIATES ARCIICCECTURE &INTERIORDESIGN O►�+D b -1z -fig' Ex�-l� BRIARWOOD COUNTRY CLUB ELEVATIONS - PADDLE COURTS April 9, 2012 SCALE: N.T.S. NORTH ELEVATION 4- "a" nZ A NORTH ELEVATION WEST ELEVATION WITMER & ASSOCIATES ARCILITECTURE & INTERIOR DESIGN OQ� exlg -Iq BRIARWOOD COUNTRY CLUB ELEVATIONS - PADDLE COURTS April 12, 2012 SCALE: I "- 30'-0" 4- "a" nZ WEST ELEVATION WITMER & ASSOCIATES ARCILITECTURE & INTERIOR DESIGN OQ� exlg -Iq BRIARWOOD COUNTRY CLUB ELEVATIONS - PADDLE COURTS April 12, 2012 SCALE: I "- 30'-0" 3' -(," BRIARWOOD 9 m COUNTRY CLUB MFJIBFAS ONLY �. 455 N WAUKCUAN RD SIDE VIEW STREET ELEVATION WITMER & ASSOCIATES ARC) IITECTURE & INTERIOR DESIGN SIGN ___ GATED LIGHTS STREET SECTION EXISTING I II MANTENANGE I U I BUILDING I 111 J I III j L.J I R @< I II I III ' I j WAUKEGAN ROAD �I II I �p I O j �I II dr`oq�°a I It l II d I 61 II I II I I It I I i I RELOCATED SIGN ? I 1 LIGHT W, 11 I I kD I II II �I I I I C(4" I �I BRIARWOOD COUNTRY CLUB PADDLE COURTS SIGNAGE June 1, 2012 SCALE: 1 /l6"- 1' -0" 0.30.40.4 1 0.4`0.4 ) d .9 2.6 0.3 '0.3 0.3'0.3'0.3 0.3 ` 0.3'0.3'0.3'0.3'0.3'0.3'0.3'0.3 '0.4 0.4'0.4`0.4'0.4'0.4'0.4'0.4'0.4 0.3 4 0.4'0.4' 0.4'0.4'0.4'0.40.4'0.4'0.4'0.4 0.5 0.5�05�0.50.5�05- ',0:50.50.40.4 05_., .50.50.5 0.5 0.50.50.5 0.5 OS0.5'0.4 7'0. '0.7`0.8 0.8 0.7`0.7`0.7`0.7 0.7'0.6 0.60.5 70.T l . ' .90`0.60.8 0.80.70.6 0 6`'0.\\5 1. `1. '1.4 1.4' . .3 1.2'10'0�0.9'O.d 0.7 0.6 0.60.5 0 2' 4 .7 2: 22.2` . . 1.7 1.4 1.2`1. ` .9 0.8 0.7`0.6`0.5 .9 2.2 2.7'3.1' 3.0' . '1.51.4'1,2'1.1' .0 0.8 0.7`0.60.5 12.32.53 ' . ' .1' ,7 .9 2, 1.81.51.3 1.1 `'0.8 0.7`0.6 13.'.05.57.\\2.'.7, \7♦� 9 03.5'2.82. `.8:161.31.21100,80,7'0.6 504.9 6.7'8.7` \4,9.9.9. ` ,itA.43.5 2.9 2. 1,9 1.6'1.41.2 1`0 0.9`0.70.' LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp Watts 0 KVF2 400M SQUARE AREA LIGHT, ONE 400 WATT CLEAR A 2 ASYFL (PULSE ASYMMETRIC BT -37 PULSE START 912 a START) DISTRIBUTION, FLAT METAL HALIDE, LENS. MEETS THE VERTICAL BASE -UP 'NIGHTTIME FRIENDLY POSITION. CRITERIA KVF2 400M SQUARE AREA LIGHT, ONE 400 WATT CLEAR B 32 SR4SCFL SR4SC DISTRIBUTION, ED28 PULSE START 456 ' FLAT LENS. MEETS THE METAL HALIDE IN 'NIGHTTIME FRIENDLY HORIZONTAL POSITION CRITERIA RECESSED DOWNLIGHT ONE 150 -WATT ® C 8 LG 6RW 150 FFL WITH VERTICAL WHITE FROSTED A21 150 REFLECTOR, FFL LENS INCANDESCENT, WITH WHITE SPLAY AND VERTICAL BASE UP A 15OA21 LAMP. POS. 9`66 .3`8.9`6. 4.2 3.6`2.9'2.3' . + .8`l5'1.3�N'0.8`0.6 2. 0.7210.89.9`7.0 0 4.43.6`3.0 2.7 2.3 ` .7'1.4 0.8 0.5 10.612.110.69.46.6 5.3 . '4.4`3.9`3.5 3.2 2.9`2.5 0`1.5 .0'0.� .1 6.31 31 .110.69.4 7.6'5.8 5.9 5.7 5.4 5. S 7`3.9`2.8 1.9 1. '0.8 STATISTICS Description Avg Max Min Max /Min Calc Zone #1 4.1 Ic 26.6 Ic 0.3 Ic 88.7:1 2.610.7310.68.6 8.3 8 .36.9'5.85.7`6.1'6.6 . '9.2 0.47.8 4.93,1 2 1'1.5' 1'0.7'0.5 .(NI 610.41n.6a.s 7.7'7. 's. 's.s 5.4'5.9 6 ' 11.X1s.izo.41 18.2 0'3.52.6 .0 1.1'0.9'0.6 X9.810.410.69.67.4 7.96.8' .2' 65.7' .0'13.423.426.61 7'5.9 .7 3.6'2. 1.6 .10.7'0.5 °9.3 9.5'8.57.1'6.3 6.7 6.1 . 6.99. '14.622X2 . .69. 9.57. 4.3'2. '1.7'1. 0.8'0.60.5 X6.16.4'6.0'5.8 6 ,1'za' .61 .613.115,619.61 .6s 4.1'2. '1.7'1.3 1.0'0.7 0.6 ��45 .0'5.3`5.9 . 11 .2 .414.623.125.7/1 5 .5'3.5'2. '1.8'1.3 ,0 0.8 0.6'0.5 .T5.5` .1 11.617620. 615.422.623 61 .4 4 4.43.3 2. '1.81.4'1 1'0.9 0.7 0.6 ?0.5 . ' . .9'15.625.125.6 9 .11 . .6 *6 5.0'4.0`3.0'2 1.8'1.4'1, '0.9'0.80.6'0.5 3.051.7 6'15.623. .A . 11. .46.7 5.0 4.23.42.7'2,1'1.81.41.2 1.0 0.80.7 0.e0.5 X3.2 5.3'9. 14.1 2.13.417.619. . 1 0.X6.9' . 5.0 4.6'4.0 3.4'2.8`2. 2.0 1.7 1.5'1,211.0'0.8'0.7'0.6+0.5 '3.2 `6.6' . 10.415.X24.625. .65 . 4.94.4'4,0'3.6 3.2 2.8 2.4 .2 1.91.6 1.41.2.0'0.9'0.7'0.6050.5 '2.5 3.4 4 5.9 .515,624.622. .2'6.7 .44.54.0'3.6 3.3'3.0'2.72.5 2 2,0 1.8'1.6 1.00.9'0.7'0.6'0.5'0.5 X1.9 2.5'3. 5.61 114. .68.1'6. ` .34.5 3.83.43.12.82.62.4 2. 2.0`1.8 1.6 1.5'1.3'1.,1 1.0'0.6 0.7'0.6 2,2`3.4 . ' .5 6.8' 5.0'4.3'3.73.2 2.9`2.7 2.62.42. ' .0 1.9'1.7`1.5'1.3 1.2 1'0.9'0.8'0.7 5 '�`.e 2.6Y3.2.3.8 4.04.2'4.4'4.2'3.9 3.43.0'2.8'2.62.52.4 2. ' .01.91.7 1.5'7.4'1.2'1 1,0'0.9 l3*U 2.4'2.93.1'3.33.2'2.92.7 2.6.2.6±2.32.2 22.0 1.9'1,7'1.6'1.4 1.31.2'1.0'0.9 '7.31.6 1. + 2 2.4'2.4'2.4'2.4'2.3'2.2' 2.01.9 1.8 1.7'1.6'1.4 1.3'1.2 1.1 1.2'1,5 1.7 1.9 2 ?J n' . 2.0 2.0 1.9 1.8'1.8'1.7 1.6 1.5 1.4'1.3'1.2 1.1 ' 1.2' 1.4' 1.5 1.7' 1.71.81.61.71.7' 1.61.6 1.51.51.4 1.3 1.2 '1.2'1.3'1.4`1.5'1.5'1.5'1.5 1.5'1.4`1.4'1.3'1.3'1.2 1.1 '1.1 '1.21.31.3'1.3'1.31.31.31.2'1.2 1.1 '1.0 1.11.11.11.1'1.11.11.1`1.0 1.0 1.0 1.0 1.0 1.0 1.0 \0.8 0.90.90.9 \ 0.70.7 0.7 Plan View Scale 1" = 50' 1 f,. a� U) 00 N J O C }a �¢E� QZz� Z Uow w Y _ �03Lu 3: LL Q Q V W LLJ a co m Designer GAF Date Apr 9 2012 Scale Drawing No. 1 of 1 LMWOVIVIA LsGHr®�0- FEATURES & SPECIFICATIONS INTENDED USE —Use for parking lots, streets and surrounding areas. CONSTRUCTION —Heavy gauge die - formed aluminum housing is fabricated using robotic continuous seam -weld process for weather -tight integrity. Integral structural support plate for mounting arm and electrical components ensures rigidity and strength. Hinged aluminum door frame incorporates stainless steel hardware. Continuous silicone gasketing surrounds lens for weather -tight seal. Optional tool -less hardware is available to maximize installation and maintenance ease. Lens: Thermal shock resistant tempered glass lens. Choice of contoured drop lens or Oat lens is available in standard product. Standard finish is dark bronze corrosion resistant electrostatically applied powder paint Optional linear embossed accent reveals are available. OPTICS — Most Oat lens configurations meet full- cutoff criteria. See www.lithonia.com for details. Vertical -lamp reflectors are 1 -piece spun and formed anodized aluminum. Specialized distributions available for either drop lens or flat lens. Reflectors are independently designed to optimize light output for the lens type. Horizontal -lamp reflectors also available. ELECTRICAL— All electrical components are mounted to a heavy -gauge plate to maximize heat dissipation and ensure structural integrity for optimal component life. Ballast: Constant wattage autotransformer. Metal Halide: Super CWA (pulse start ballast), 98% efficient and EISA legislation compliant, is required for 175 -40OW (S(WA option) for US shipments only. CSA, NOM or INTL required for probe start shipments outside of the US. Pulse -start ballast (SCWA) required for 20OW, 320W, 35OW, or 450W. Ballast is 100% factory-tested. Socket: Mogul -base porcelain socket with copper alloy, nickel - plated screw shell and center contact. Vertically- oriented for types SYM, ASY, and VIA distributions. Horizontal position - oriented for types R2, R3 and R4. UL listed 150OW -60OV, 4kV pulse rated. Reflectors are rotatable and interchangeable. INSTALLATION — Extruded aluminum arm with integral splice compartment. Standard arm is 9" iii length. Aluminum fitter for 4" to 6" OD poles. LISTINGS — UL Listed to US and Canadian safety standards (see Options). NOM Certified (see options). UL listed for 25 °C ambient and wet locations. Optical chamber IP65 rated. Note: Specifications subject to change without notice. Catalog Number KVF2 400M ASYR ft[SE START Notes Paddle Court Parking Lot Light Type . Specifications Square Area Lighting KVF2 METAL HALIDE: 175 -1000W HIGH PRESSURE SODIUM: 250 -1000W 20'to 40' Mounting Square: 21 -1/2 (54.6) Flat lens height: 14 (35.5) Drop lens height: 17 (43.2) Post too Arm mount EPA: 2.8 fit (0.25 ml) EPA: 2.8 it' (0.25 m2), ind. arm Weight: +2 Ibs to * *Weight:531bs (24 kg) Overall Height: 22 -3/4 (57.8) * Weight as configured in example below. FH DH �— Square Mounting Option Drillincl Template SPxx,RPxx, 5 WBxx 6 wwxx 7 Dimensions in inches (centimeters)unless otherwise specified. 111:1111:1 ' 1 • ' t For shortest lead times, configure products using bolded options. Example: KVF2 400M SYMDL TB SCWA SP09 LPI KVF2 400M ASYFL 120 Pulse Start SP12 Series Wattage Distribution Voltage Ballast M.s ., � ,Mounting, KVF2 Metal High Vertical lamp: High- performance 120 (blank) Magnetic ballast Type iz 7z alid pressure SYM Symmetric horizontal lamp' 2081 (WI Constant wattage SP Square pole 06 6 "arm 175M1 sodium — square SR2FL Type II roadway 2401 isolated _ RP Round pole 09 9 "arm 200Mz 2505 ASY— Asymmetric SR3FL Type 111 277 PU/sestart O W8__ Wall bracket 12 12 "arm 25OM3 4005 VFA Vertical forward asymmetric 341 •,. ...... "•- ..,.•. -• 320Mz 7505 throw automo- SR4SCFL Type IV forward 480 SCWA Super CWA ballast WW_ Wood pole or wall bracket PT_ Post top; opentop pole 4 4 "OD 350M1 z 350Mt 1000S6 tive throw sharp Note: For shipments to U.S. Horizontallamo:z cutoff TBto st territories, SCWA must be specified to comply with EISA. 4.5 4.5 "OD SR4WFL Type lVforward 23050HZ 450M1 -3 R2__ Type 11 throw, wide 5 5 'OD 1000M* R3_ Type 111 6 6 'OD Options Finish!', LL Lamp" . Shipped installed in fixture EHS External houseside shield (matches Shipped separatelyta (blank) Dark bronze LPI Lamp SF Single fuse 120, 277, 347V n fixture "," VG Vandal guard"," DBL Black included DF Double fuse 208, 240, 48OV11 EHSB External houseside shield black (painted PET NEMA twist -lock PE (120,208,24OV) DGC Charcoal gray ULP Less lamp control 18 black to maximize light ) " KWl KiloWatch• 120V control relay"," PE3 NEMA twist -lock PE (347V) DMB Medium bronze CSA Listed and labeled to comply with KW4 KiloWatch *277V control relay "•" Canadian Standards PE4 NEMA twist-lock PE (48OV) DNA Naturalaluminum PER NEMA twist -lock receptacle only (photocontrol included) NOM NOMcertified11 PE7 NEMA twist-lock PE (277V) DWH White not INTL Available for175Mprobestartshipping SC Shorting ca 9 p CR Corrosion resistant ORS Quartz restrike system's outside the U.S. Fir QRSTD ORS timedelay11•is REGCI California Title 20 effective 11112010 EA Embossed accent Notes 12 12' amn required when two or more luminaires are oriented on a 1 These wattages do not comply with California Title 20 regulations. 90"drillingpatterrx 2 Most be ordered with SCWA l3 Not available with TB. Must specify voltage. 3 These wattages require the REGCI option to be chosen for shipments into 14 Available in vertical lamp orientation onlyfor200 -400M SCWA. Accessories: Tenon Mounting Slipfrtter33 ' Otdelt ]SfCpolOfe catalog 11Ultli'let. Cal'd orniaforTde20complbnce .250MREGCI innotavailablein347or480V Any orientation on 250S or 400S only. 4 Use reduced jacketed lamp. 15 Maximum allowable wattage lamp Included. 5 Not available with SCWA. 16 May be ordered as an accessory. 6 Available in A5YDL, SYMDL orVFADL. Standard ED25 lamp. 17 Specify finish when ordered asanaccessory. 7 For drop lens, specify DL. For flat lens, specify FL. Example: SYMDL or R2FL. 18 Prefix with KVF2 when ordering as an accessory. Tenon O.D. One Two @180° Two @90° Three @120° Three @90° Four @90° 2-3/8(6.0) T20.190 120 -280 T20 -290 T20 -320 120 -390 T20490 2-7/8(7.3) T25.190 T25 -280 T25 -290 T25 -320 125 -390 T25490 8 Not available with 1000Wor post top, Order asKVF2EHSFLU for high-performance reflectors. 9 Must specify (WI for use in Canada. 19 See www. lithonia. com/ archcolorsforadditionalcoloroptions, 4(10.2) T35 -190 T35 -280 T35 -290 T35 -320 135 -390 T35.490 10 Optional multi -tap ballast (120,208,240, 277V, 120, 277,347V in Canada). 20 Must be specified. 11 Consult factory for available wattaoes_ 21 Arm mount only. OUTDOOR KVF2 -M -S J i hhtn �L1 x Ur ^�^0/ 'v ) O ^f^J1 (I�la V KVF2 Arm - Mounted Area Lighting KVF2 250M SR2FL TEST NO: LTL11250P I KVF2 400M SYMFL TEST NO: LTL9432P ISOILLUMINANCE PLOT (Footcandle) ISOILLUMINANCE PLOT (Footcandle) 0.25 0.5 1.5 2.5 5 _3 t— x -2 w x co 1Z D 02 O 1r z 2.5 23 1.5 W 1 U z 0.5 3 � 0.25 -3 X z 0 2 'w T C7 -1 z 0� O 1F Z 2w U z 3ti 0 4 4 0 1 2 3 4 5 6 0 1 2 3 4 5 6 25OW pulse start metal halide lamp, rated 22500 lumens. Footcandle values based on 20' mounting height. Classification: Type II, Short, Full Cutoff KVF2 1000M ASYDL TEST NO: LTL11381 ISOILLUMINANCE PLOT (Footcandle) r 5 2.5 1.5 1 0.5 0 1 2 3 4 5 6 1000W lamp, rated 110000 lumens. Footcandle values based on 20' mounting height. Classifimtlon: Type IV, Short, Cutoff -2 x U w x -1 O z 00 O 10 y 2j Z ur 3U r 40 40OW pulse start metal halide lamp, rated 42000 lumens. Footcandle values based on 20' mounting height. Classification: Type IV, Short, Full Cutoff eA L /THaYVIA L /GHT/NG' An- WcuityBrands Company KVF2 400S R3FL TEST NO: LTL11324 ISOILLUMINANCE PLOT (Footcandle) 5 3:J 0.5 0.25 -2 x w x 1Z z Z 0D 0 s 10 y 2D Z 3 W r 40 0 1 2 3 4 5 6 40OW lamp, rated 50000 lumens. Footcandle values based on 20' mounting height. Classification: Type II, Medium, Full Cutoff Mounting Height Correction Factor (Multiply the It level by the correction factor) 25 ft.= 0.64 30 h. 0.45 40 ft= 0.25 2 Existing Mounting Height = Correction factor New Mounting Height Notes 1 Photometric data for other distributions can be accessed from the Lithonia Lighting Web site (www.lithonia.com) 2 for electrical characteristics, consult outdoor technical data specification sheets on www.lithonia.com. 3 Tested to current IES and NEMA standards under stabilized laboratory conditions. Various operating factors can cause differences between laboratory and actual field measurements. Dimensions and specifications are based on the most current available data and are subject to change. INF2 *S OUTDOOR: One Lithonia Way Conyers, OA 30012 Phone: 770- 922 -9000 Fax: 770- 918 -1209 wmv. ithonla.com CC2007 -2012 Acuity Brands Lighting, Inc. All fights reserved. Rev, 03/28/12 CO LI ^W( ` V Q O 2" ADJUSTABLE FITTEH SERIES 16" (406 mm) AREA CUTOFF LIGHT EPA RATING Isofootcandle plots show initial footcandles at grade. (Footcandles _ 0.0929 = Lux) EPA 0.93 for single fixture with 00 tilt (Consult factory for EPA rating on multiple units). I 1 Lighting Sciences Inc. Certified Test Report No. LSI 10553 Candlepower distribution curve of 40OW MH Area Cutoff Floodlight without backlight shield. 0 1 100' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 160' 140' 120' 100' 80' 60' Q. 20' 0' 20' 40' 48.8 42.7 36.6 30.5 24.4 18.3 12.2 6.1 Om 6.1 12.2 30.5 24.4 18.3 122 6.1 0 m 6.1 '122 183 24.4 305 Isofootcandle plot of 40OW MH Area Cutoff Floodlight at 25' (7.6 m) mounting height, 0° vertical tilt, with backlight shield removed. (Plan view) 100' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 160' 140' 120' 100' 80' 60' Q. 20' 0' 20' 40' 48.8 42.7 36.6 30.5 24.4 18.3 12.2 6.1 Om 6.1 12.2 305 24.4 183 122 6.1 0 m 6.1 122 18.3 24.4 30S 100' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 160' 140' 120' 100' 80' 60' 40' 20' 0' 20' 40' 48.8 42.7 36.6 30.5 24.4 18.3 12.2 6.1 Om 6.1 12.2 305 24.4 18.3 122 6.1 0 m 6.1 122 183 24.4 305 Isofootcandle plot of 40OW MH Area Cutoff Floodlight at 25' (7.6 m) mounting height, 0° vertical tilt, with backlight shield located for backlight cutoff. (Plan view) 100' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 160' I I I 48.8 140' .... _ ..... .I........... i....._.'- -'- i- .... ............._...-'--- ._._..... .. 42.7 120' - I - - -- -- - -- - -- 36.6 100' ... _ ... ........ _.1...__.. ............... i..._-_ _................. 30.5 D6 80' --- 24.4 60' -. _I ...... ..._ _. ..�. --1 -- _ . .... j..... ... ..._.. °........ 18.3 40' - -- --- - -5- - - - - - 12.2 i 20' - -' - - ` 6.1 0' - - 0 m I 20' ---- - 6.1 c. 40' I 12.2 30.5 24.4 183 122 6.1 0 m 6.1 122 18.3 24.4 305 Lighting Sciences Inc. Isofootcandle plot of 40OW HPS Area Cutoff Isofootcandle plot of 40OW HPS Area Cutoff Certified Test Report No. LSI 10246 Floodlight at 25' (7.6 m) mounting height, Floodlight at 25' (7.6 m) mounting height, Candlepower distribution curve of 250W HPS 0° vertical tilt, with backlight shield 0° vertical tilt, with backlight shield located Area Cutoff Floodlight without backlight shield. removed. (Plan view) for backlight cutoff. (Plan view) r�/ X Pole- spacing Example Data TEST � i j = Average Initial Light Levels at Grade � 2 Fixtures per pole @ 180° l� Test area is centered within a (16) pole layout. (Footcandles _ 0.0929 = Lux) Max. Recommended Pole- spacing Catalog # Lamp Type Lamp Lumens Mounting Height X x Y Footcandles Lux (�O AC3417 -M 175W MH 12,000 15' (4.6 m) 60' (18.3 m) x 85' (25.9 m) 3.56 38 (� 20' (6.1 m) 75' (22.9 m) x 110' (33.5 m) 2.11 23 , AC3425 -M 250W MH 20,000 20' (6.1 m) 75' (22.9 m) x 110' (33.5 m) 3.51 38 25' (7.6 m) 95' (29.0 m) x 140' (42.7 m) 2.10 23 AC3440-M 40OW MH 32,000 25' (7.6 m) 95' (29.0 m) x 140' (42.7 m) 3.36 36 I 30' (9.1 m) 115' (35.1 m) x 165' (50.3 m) 2.29 25 Q AC3525 -M 250W HIPS 28,500 20' (6.1 m) 75' (22.9 m) x 110' (33.5 m) 4.83 52 25' (7.6 m) 95' (29.0 m) x 140' (42.7 m) 2.89 31 AC3540-M 40OW HPS 50,000 25' (7.6 m) 95' (29.0 m) x 140' (42.7 m) 5.08 55 t�( 30' (9.1 m) 115' (35.1 m) x 165' (50.3 m) ' 3.37 36 O m RUUD9201 Washington Avenue Racine, Wisconsin 53406 -3772 USA PHONE (262) 886 -1900 FAX (262) 884 -3309 LIGHTING ©Ruud Lighting Inc. Printed in USA I www.ruudlighting.com 11/16105 2" ADJUSTABLE FITTER , r 16" (406 mm) AREA CUTOFF LIGHT SERIES Ballast Capacitor 2.3 "(57 mm) Ignitor (Where required) Wfr(ng Chamber 5.5' (I—J .5" Adjustable mm) Die-cast aluminum Set knuckle is sized for Screws 2' pipe (2 -3/8" [60 mm] 0. D.) Finish color. bronze PULSE START METAL HALIDE [A SPEC# 200W PSMH AC3620 (a)(b) SPEC# 250W PSMH AC3625- (a)(h) SPECS m 320W PSMH AC3632- (a)(b) ® SPEC# 350W PSMH AC3635- (a)(b) SPEC: 40OW PSMH AC3640- (a)(b) 2 METAL HALIDE _ SPEC K 175W MH AC3417- (a)(b) SPEC #_ SPEC# 250W MH 40OW MH AC3425- (a)(b) AC3440- (a)(b) HIGH PRESSURE SODIUM SPEC# 250W HPS AC3525- (a)(b) ® SPEC P_ . 40OW HPS AC3540- (a)(b) Specify (a) Voltage 8 (b) Options. f Reduced envelope ED28 lamp 600 forward throw sharp cutoff luminaire for HID lamp, totally enclosed. Housing is seamless, die - cast aluminum. Aluminum die -cast adjustable fitter mounting is sized for 2" pipe (2 -3/8" [60 mm] O.D.). Allows for directional aiming as well as 2 -1/20 incremental vertical adjustment. Contains integral wiring compartment. Two stainless -steel set screws provide clamping to vertical tenons. Lens assembly consists of rigid aluminum frame and high- impact, clear- tempered glass. Exclusive DeltaGuard® finish features an E -coat epoxy primer with medium bronze ultra - durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven - year limited warranty. Housing Reflector Seamless, Prefinished semi- specular die-cast aluminum diffuse and diffuse aluminum Finish color: bronze wrapper, and semi- specular aluminum sides —C] 16'(406 mm)� LLamp (included) 6.5" (165 mm) I— Lamphofder Ballast " Lens Frame Compartment Die-cast alum Cover door frame s num Button Photocell ecures Patented tens; sealed with Hinge silicone gasket Assembly Finish color: black M (a) VOLTAGE,SUFFIX KEY 120/208/240/277V (Standard) T 120/277/347V (Canada Only) (Standard) 1 120V 2 277V 27 277V Reactor (PSMH Only) 3 208V 4 240V 5 480V 6 347V (Canada Only) For voltage availability outside the US and Canada, see Bulletin TD -9 or contact your Ruud Lighting authorized International Distributor. Fixture includes clear, mogul -base lamp; 320 — 40OW PSMH and 40OW MH utilize the ED28 reduced envelope lamp. Pulse -rated porcelain enclosed, 4kv -rated screw - shell -type lampholder with spring - loaded center contact and lamp grips. Lamp ignitor included where required. All ballast assemblies are high -power factor and use the following circuit type: Reactor (277V PSMH) 200 — 40OW PSMH CWA — Constant Wattage Autotransformer 200 — 400W PSMH; 175 — 40OW MH; 250 — 40OW HPS US 4,689,729 4 4 �i ate v Paddle Court Light Fixture (Type B) (a)F Fusing -(a)P Button Photocell -5P External Photocell (for 48oV) O Ouartz Standby (includes 100W quartz lamp) (N /A on 277V Reactor) Specify (a) Single Voltage — See Voltage Suffix Key ANSI lamp wattage label supplied, visible during relamping. UL Listed in US and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. FWG -16 Wire Guard PC -1 Button Photocell (for fixtures set to 120V) PC "6 Button Photocell (for fixtures set to 347V) PC -2 Button Photocell (for fixtures set to 208, 240, 277V) PGM -1 Ground Mount Post SBL -16 Backlight Shield 9201 Washington Avenue Racine, Wisconsin 53406 -3772 USA PHONE (262) 886 -1900 FAX (262) 884 -3309 © Ruud Lighting Inc. Printed in USA www.ruudlighting:com 11/16/05 RUUD LIGHTING m N Vl i>U N I N I KLA" Kenig, Lindgren, O Hara, Aboona, Inc. 9575 west lliggi.ns Road, Suiw 4001 Rosemont, Illinois 60018 p: 847 -518 -9990 ; f: 847 -518 -9987 MEMORANDUM TO: Peter Witmer Witmer and Associates FROM: Gregory J. Gedemer, PE, PTOE Senior Consultant Luay R. Aboona, PE Principal DATE: April 9, 2012 SUBJECT: Traffic Impact Study Proposed Paddle Courts Deerfield, Illinois This memorandum summarizes the methodologies, results, and findings of a traffic impact study conducted by Kenig, Lindgren, O'Hara, Aboona, Inc. (KLOA, Inc.) for the proposed paddle courts to be located within the Briarwood Country Club in Deerfield, Illinois. The site, which currently contains the golf course maintenance facility entrance and a grass seeding area for the golf course, is located off Waukegan Road approximately 1,000 feet north of Kates Road and is proposed to contain four paddle courts, a warming hut, and a parking lot with 28 spaces. Access to the site will continue to be provided via the existing access drive to the maintenance facility. Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows and aerial view of the site area. The purpose of this study was to examine background traffic conditions, assess the impact the proposed development will have on traffic conditions in the area, and determine if any roadway or access improvements are necessary to accommodate traffic generated by development. The sections of this report present the following. • Existing roadway conditions • A description of the site development • Directional distribution of the development generated traffic • Vehicle trip generation for the development • Future traffic conditions including access to the site • Traffic analyses for the weekday evening and Saturday morning peak hours • Recommendations with respect to adequacy of the site access system, adjacent roadway OI network, and internal circulation a d 0 KLOA, .Inc. Transportation an(] Parking Planning Consultants Llcs,ha4t1 St ? Q C .^ lark yY' Jeweit Park tee rt e!e #1{ titi.i�n KirS >i0?4 7'-O CO: - ty t. +.cua dl iCs (ten S,s.at., D"MeldRd Y� OettlwldRd QeeticldRd �" o x =4 U1fttF !~Dade -r� Market �_ y s t9 t'!dtQ:: � Kipitf}t,}farh U a . nan A,,* Z %9t,A.0 SITE � Uf _ 9 Cerisai Ave, � ^ Czantry Club ird Papiar t.n b t7 _ ,�,z- T m.i Tree! a Park � er �. «load s :st s s Cir is nod lounwn Rd , VV .5l % Aerial View of Site Location rigure z J L01 Existing Conditions Existing transportation conditions in the vicinity of the site were documented based on a field visit conducted by KLOA, Inc. in order to obtain a database for projecting future conditions. The following provides a description of the geographical location of the site, physical characteristics of the area roadway system including lane usage and traffic control devices and existing peak hour traffic volumes. Site Location The site, which currently contains the golf course maintenance facility entrance and a grass seeding area for the golf course, is located off Waukegan Road approximately 1,000 feet north of Kates Road. It should be noted the current access drive off Waukegan Road to the golf course maintenance facility is gated. Area land uses include a mixture of residential, office, and commercial, land uses. Existing Roadway System Characteristics The characteristics of the existing roadways near the site are described below. Waukegan Road (Illinois Route 43) is a north -south arterial road that provides two lanes in each direction within the vicinity of the site. No parking is allowed on either side of the road. Waukegan Road is under the jurisdiction of the Illinois Department of Transportation (IDOT) and is classified as a strategic regional arterial (SRA). Within the vicinity of the site, Waukegan Road has a posted speed limit of 40 mph and carries an average daily traffic (ADT) volume of 30,600 vehicles. The nearest traffic signals on Waukegan Road are located at Ostennan Avenue approximately 0.3 miles to the north and at Kates Road approximately 0.2 miles to the south. Existing Traffic Volumes In order to determine current traffic conditions in the vicinity of the site, KLOA, Inc. conducted peak period traffic counts at the intersection of Waukegan Road with the access drive. The traffic counts were conducted on Tuesday, March 13, 2012 during the weekday evening (4:00 P.M. to 7:00 P.M.) peak period and on Saturday, March 17, 2012 during the Saturday midday (11:00 A.M. to 2:00 P.M.) peak period. It should be noted that the gate to the access drive was closed during the counts for both peak periods. r, Traffic Characteristics of the Proposed Development In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to determine the traffic characteristics of the proposed development, including the directional Q distribution and volumes of traffic that it will generate. Proposed Development Plan 4 As proposed, the plans call for developing the site with four paddle courts, a warming hut, and a parking lot with 28 spaces. Access to the site will continue to be provided via the existing access drive to the maintenance facility off Waukegan Road located approximately 1,000 feet north of Kates Road. The access drive will be widened to 24 -feet to provide one inbound and one outbound lane with outbound movements under stop sign control. The access drive will continue to be gated when it is not in use. Characteristics of the Proposed Development The paddle courts will be in use year round, however the peak season occurs from the beginning of October to the second week of March. The proposed hours of operation for the paddle courts are from 7:00 A.M. to 10:30 P.M. (Fridays from 7:00 A.M. to 12:00 Midnight) and weekends from 7:00 A.M. to 11:00 P.M., with the peak hours of operation occurring during the following periods. Weekdays from 9:00 A.M. to 12:00 P.M. Weekdays from 7:00 P.M. to 10:00 P.M. Weekends from 8:00 A.M. to 12:00 P.M. All matches are played as doubles matches (four per court), typically occur over a two hour period, and are self officiated. Tournaments are held a couple of times per season which will double the number of people using each court. Directional Distribution of Site Traffic The directional distribution of future site - generated trips on the roadway system is a function of several variables including the operational characteristics of the roadway system and the ease with which drivers can travel over various sections of the roadway system without encountering congestion. The directions from which players will approach and depart the site were estimated based on the existing travel patterns, as determined from the traffic counts, and the residential areas within proximity of the site. Table 1 illustrates the directional distribution of traffic. Table 1 DIRECTIONAL DISTRIBUTION Direction Percentage To /from the north on Waukegan Road 50% To /from the south on Waukegan Road 50% Total 100% T l� O 0 Estimated Site Traffic Generation The estimated volume of traffic generated by the proposed paddle courts was estimated based on the expected usage and size of the proposed facility. The volume of traffic generated by the paddle courts is based on the assumption of four people per court with no carpooling, no additional spectators, and no referees or officials. It was assumed that the peak hour for the facility will occur during a changeover of matches when players will be arriving and departing within the same hour. Table 2 illustrates the peak hour traffic estimated to be generated by the development. Table 2 ESTIMATED PADDLE COURT TRAFFIC VOLUMES Weekday P.M. Saturday Midday Peak Hour Peak Hour Type /Size In Out Total In Out Total Four Paddle Courts 16 16 32 16 16 32 Projected Traffic Volumes The estimated weekday evening and Saturday midday peak hour traffic volumes that will be generated by the proposed development were assigned to the roadway system in accordance with the previously described directional distribution. The peak hours of traffic utilized in the study were 6:00 P.M. to 7:00 P.M. on weekdays and 11:00 A.M. to 12:00 Noon on Saturday to coincide with the peak hours of operation of the paddle courts. Figure 3 illustrates the projected peak hour traffic volumes including the traffic for the proposed development. Traffic Analysis Traffic analyses were performed for the intersection of Waukegan Road with the paddle court access drive to evaluate the impact of the proposed site, and determine the ability of the existing roadway system to accommodate projected traffic demands. Analyses were performed for the weekday evening and Saturday midday hours only for the projected traffic volumes because the current access drive's gate was closed at the time of the traffic counts for both peak periods. U The traffic analyses were performed using HCS+ computer software, which is based on the methodologies outlined in the Transportation Research Board's Highway Capacity Manual (HCM, 2000. The ability of an intersection to accommodate traffic flow is expressed in terms of level of service, which is assigned a letter grade from A to F based on the average control delay experienced �_ by vehicles passing through the intersection. Control delay is that portion of the total delay I attributed to the traffic signal or stop sign control operation and includes initial deceleration delay, queue move -up time, stopped delay, and final acceleration delay. Level of Service A is the highest (, grade (best traffic flow and least delay), Level of Service E represents saturated or at- capacity O conditions, and Level of Service F is the lowest grade (oversaturated conditions, extensive delays). 6 LEGEND 00 - WEEKDAY PM PEAK HOUR (6:00 -7 :00 PM) (00) - SAT PEAK HOUR (11 :00 AM -12:00 PM) PROJECTS TITLEs PROPOSED PADDLE COURTS BRIARWOOD CC DEERFIELD. ILLINOIS r E NOT TO SCALE 12 -031 PROJECTED TRAFFIC VOLUMES I laxplu 3 Ld C Ql 0 For two -way stop controlled (TWSC) intersections, levels of service are only calculated for the approaches controlled by a stop sign (not for the intersection as a whole). The Highway Capacity Manual definitions for levels of service and the corresponding control delay for unsignalized intersections is shown in Table 3. The results of the capacity analysis are summarized in Table 4. Table 3 LEVEL OF SERVICE CRITERIA— UNSIGNALIZED INTERSECTIONS Level of Service Average Total Delay (SECNEH) A <_10 B >10 and <_15 C >15 and <_25 D >25 and <_35 E >35 and <_50 F >50 Source: Highway Capacity Manual, 2000. Table 4 CAPACITY ANALYSIS RESULTS— EXISTING TRAFFIC CONDITIONS Weekday Evening Saturday Midday Peak Hour Peak Hour Intersection LOS Delay LOS Delay Waukegan Road with Access Drive • Westbound Approach D 31.1 D 34.7 S • Southbound Left Turns B 10.8 B 10.9 �- LOS - Level of Service Delay - Measured in Seconds Co Represents operation of the approach under stop sign control. Uj aQ N 0 8 O Traffic Evaluation The results of the capacity analysis indicate that the intersection of Waukegan Road with Access Drive will operate at acceptable levels of service in the evening peak hour and in the Saturday midday peak hour. This indicates that site traffic will not have a significant impact on the operation of the intersection and that the access drive is adequate in accommodating the site traffic. Waukegan Road Gap Study To further analyze the ability of site traffic to enter and exit the access drive off Waukegan Road, a gap study was conducted on Waukegan Road on Tuesday, March 13, 2012 during the evening (4:00 P.M. to 7:00 P.M.) peak period and Saturday midday (11:00 A.M. to 2:00 P.M.) peak period. The gap study was conducted to determine the number and length of gaps or interruptions in the traffic stream that are available for exiting left - turning vehicles from the access drive onto Waukegan Road and for entering left - turning vehicles from Waukegan Road onto the access drive. Table 5 summarizes the gap study results during the evening peak hour of traffic for the site (6:00 P.M. to 7:00 P.M.) and during the Saturday midday peak hour of traffic for the site (11:00 A.M. to 12:00 P.M) for the exiting and entering left- turns. Table 5 GAP STUDY RESULTS Weekday - 6:00 to 7:00 P.M. Saturday - 11:00 A.M. to 12:00 P.M. Number of Number of Number of Number of Available Gaps Required Gaps Available Gaps Required Gaps Left -Turns from Access Drive to 49 8 43 8 Waukegan Road Left -Turns from Waukegan Road to 149 8 149 8 Access Drive As shown in Table 5, there are more than adequate number of gaps available in the flow of traffic on Waukegan Road of sufficient length to allow up to 49 and 43 exiting vehicles to turn left from the Access Drive onto Waukegan Road during the weekday evening and Saturday midday peak hours d respectively. For entering left -turns from Waukegan Road onto the Access Drive, up to 149 vehicles can turn left during the evening and Saturday midday peak hours. Based on this information, there are sufficient traffic gaps on Waukegan Road to accommodate the estimated left turns (8 inbound �o and 8 outbound in the evening peak hour and 8 inbound and 8 outbound in the Saturday midday peak hour) from the Access Drive. n( i Q 0 9 Site Access As mentioned previously, access to the site will continue to be provided via the existing access drive to the maintenance facility off Waukegan Road approximately 1,000 feet north of Kates Road, however the drive will be widened to 24 -feet to provide one inbound and one outbound lane with outbound movements under stop sign control. The access drive will continue to be gated when it is not in use. Based on the results of the capacity analyses and gap study, the low volume of site - generated traffic in the Waukegan Road traffic stream and the configuration of other nearby minor access driveways along Waukegan Road, widening Waukegan Road to provide a southbound left -turn lane or a northbound right -turn lane will not be necessary. Conclusion and Recommendations Based on the proposed development plans and the preceding traffic impact study, the following conclusions and recommendations are made. • The addition of the new traffic generated by the paddle courts is projected to have limited impact on the operation of the roadway system. As a result, no roadway improvements and/or traffic control modifications are required. • The site access drive will be widened to 24 -feet to provide one inbound and one outbound lane with outbound movements under stop sign control. • The site access drive will be adequate to serve the total traffic that will be generated by the paddle courts. • Adequate gaps exist in the Waukegan Road traffic stream to accommodate the entering and exiting left -turn movements from the access drive. Ir N CO x. W M U Q 12 -031 Witmer Proposed Paddle Courts in Deerfield April 9 2012 gjg Ira 10 [ -wpa[ I I 1 I I I I , I I I I I 1 1 1 1 I I 1 1 ' l_1 l_J L_J L_J .rIIWI 1 I I I I I L ---- J Ir+IUmw � iui¢elr- IIM jLjp�[I[ ______________________ _• ___________� 1 Ilbl n['JL 1 I �I , I�oo11 M1TIC.L I Mm�nwCY WNf [ullm I I Iow , Iwo 000° I mmi - --- 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 11 I I 1 1 1 1 I 1 1 L_J l_1 L_J l_J l_1 L_1 L_1 L_J L_I L_1 L_1 L_J l_J ^NORTH ELEVATION SOUTH ELEVATION ____________ _____ _ _�4____--- __� /_CGIIet wlfJ Yra r____ __________________ - I I � I I � 1 I I 1 I 1 I 1 I M� IrrC4 I I RON I I 1 1 I I 1 1 1 1 1 1 1 1 1 1 11 I I I/ I 1 1 I I I I I I I I I 1 1 1 1 I I 11 I/ I II t I I 1 1 1 1 I I I I 1 1 1 1 11 I t 1 1 I l_J L_J L_J L_J l_1 l -1 L_1 L_J l_1 L_1 @EAST ELEVATION r------ --- ------ - -- - -- - - - - - -- -- -- - --- --- -- - - -� 1 �-- - � 1 I I � I � I I I i I I 1 1 I ir[ICY w +.•- �__--- _________ 1 1 1 I 1 occw I 1 1 WITMER AND ASSOCIATES .IID.IFLM YO M[p. o[ra 19 L CfDlt4 Ills 1gC11 LLrGIr rN0 • M11N1i1 IY • Ml INItY OYL.�- GpIJILII11f! uu[w wt BRIAR=D COUNTRY CLUB Jlr O[FRRLD ICb D[[RIlLD, LLIgIr KM1O SPECIAL USE 04.12.12 _ DO 141 r.• . rs ELEVATION$ Li1 1 1 1 1 1 1 I 1 1 1 I I I I I I I II 1 I I A I I I I I I I I N 1 1 I 1 Li Li Li Il1---------- LL---------- LL---------- LL_____- ____LU Li L____J nUIESTw 6EVATION ° A-200 0000000 (,D00000 TOP VIEW SIDE VIEW WEIGHTED SOUND PRESSURE: 15d5A WEIGHTED SOUND POWER: 103dBA Sound data measured In accordance with AHRI Standard 310. Sound pressure Is taken 30 feet from the coil bide of the unit. WITMER & ASSOCIATES ARCHITECTURE & INTERIOR DESIGN Of2 b 0- kZ -/ K E�&Z(,P ISOMETRIC r 1-_4/4 _PV2. END VIEW SITE PLAN (ELEVATION EXIST TREES NEW COOLING TOWER IN EXIST SERVICE AREA EXIST FENCE BRIARWOOD COUNTRY CLUB COOLING TOWER April 12, 2012 SCALE: 1/16"- 1'A" 0 0 10' STOCKADE FENCE MNG b' CHAIN LINK FENCE ti NEW PADDLE COURT LIGHTING w- v iI • NEW PADDLE COURT SCREEN �� s NEW 10' STOCKADE FENCE MAIM- E3 III I I I I I \ / ,R: I EXISTING GRASS s AREA ,r NEW ROLLING GATE (_ .,'• NEW 10' STOCKADE FENCE w/ 4 "0 6� SCHED 40 STEEL POSTS a S' O.C. NEW � NIGRA ARBORVITAE 1 TURNAROUND 1 3.0' 1 AREA NEW 1' TALL B I p NIGRA ARBORVITAE ej nn / �Jh I EXISTING SIGN p0 LANDSCAPE SCREEN �ry �o,� NEW b' CHAIN LINK O ire . 690 S .....\p 68/.. ,l O /� p ' EXISTING b' CHAM LINK � FENCE 7 - - - - - - - - - - - - - - - - — — A --- aa= =__ -- -- ---------------------------------- - - - - -- __ — — — 86 -�4 curb NEW b' GNAM LINK FENCE BRIARWOOD COUNTRY CLUB STREET ELEVATION - PADDLE COURTS WITMER & ASSOCIATES ARC[wrEC1'URE & INTERIOR DESIGN May 8, 2012 SCALE: l 20' -0" o�� O -iz -zg �x�3 -z7 G) EO ppI NEW I' TALL NIGRA ARBORVITAE a NEW NEW NEW AL"AhA&" AtI&A" 4o, -p r 4 NEW ROLLING GATE TURNAROUND AREA NEW 6' CHAIN LINK FENCE Aso EXISTING GRASS AREA 10' STOCKADE FENCE PTIWj 6' CHAIN LINK FENCE PADDLE COURT LIGHTING PADDLE COURT SCREEN 10' STOCKADE FENCE NEW 10' STOCKADE FENCE wl 4"0 SCHED 40 STEEL POSTS a WO.C. . ....... - — ------- . ........ -- — 7 E L R8gff i r — — — - — — — — — — — -------------------------------------- - - - - -_ NEW b'CHAN LINK FENCE BRIARWOOD COUNTRY CLUB STREET ELEVATION - PADDLE COURTS 1 ? ARCHITEC'I'URE & INTERIOR DESIGN 0Q-0 ()-t2-43' EXe)-Z-7 May 8, 2012 SCALE: 1 "- 29-0" ry.............. EW 1 NEW 1' TALL N N* *RA ARBORVITAE 76 L tp EXISTING IN 0 LANDSCAPE SCREEN Jo `— ` ^ \ EXISTING 6'CHAN LINK FE NCE . ....... - — ------- . ........ -- — 7 E L R8gff i r — — — - — — — — — — — -------------------------------------- - - - - -_ NEW b'CHAN LINK FENCE BRIARWOOD COUNTRY CLUB STREET ELEVATION - PADDLE COURTS 1 ? ARCHITEC'I'URE & INTERIOR DESIGN 0Q-0 ()-t2-43' EXe)-Z-7 May 8, 2012 SCALE: 1 "- 29-0" I aG� j t0 � P � EXIST 6' CHAINLINKt- °•\ �� 1' FENCE \♦ \ NEW FENCE \♦ %` r1° d v�9p s3 q`� R� $ ♦ ° p ROLLING ,ice ♦ RELOCATED SIGN GATE \\ ♦ \\ EXPAND EXIST \ a V ♦ ♦A DRIVEWAY NEW I' \ \ \\ ` ♦� \\ \ \ \ °• N GRA TALL ♦ ARBORVITAE \\ ♦�\ EXPAND EXIST \\ Q °• \ �\ DRIVEWAY \\ \ \\ ♦ ♦ \\ EXIST LANDSCAPE \ �` BUFFER \�� V. ♦ ooa.a area A \\ ♦\ REPLACE EXIST 6' W \ ♦�\ CHAINLINK FENCE. \�♦ \\ \\ PUSH BACK PER \♦ O ♦\ IDOT SIGHT LINE \♦ ii• STANDARDS, TYP \�♦ \ ♦ \ BOTH SIDES \♦ \\ ` ♦\ EXIST 6' CHAINLINK \\ ♦ \\ FENCE \t♦ WITMER & ASSOC `\T E%§ \♦ I'\ \ ARCIIITF.C1'URE &INTERIOR DESIGN ♦ \ �♦ I ❑O REPLA(0 EXISTING PAVEMENT ADD NEW PAVEMENT _gyp \ O ASPHALT PAVED WALK (6' WIDE) O r \ \ O O \\ \\ O 24' LIGHT POLE w/ 40QJµ1 METALO O \ HALIDE FLOODLIGHT, �•P.(a) EXISTING \\ \\ LOCATIONS PER COURT GRASS \ \ O O O AREA \ \ EXISTING \\ O GRASS O AREA � O �NEWSO PROPOSED I DECK WARMING al NEW 10' STOCKADE FENCE w/ 4 "o SGHED 40 STEEL POSTS a S' O.C. O O C O❑ BRIARWOOD COUNTRY CLUB SITE PLAN - PADDLE COURTS June 1, 2012 SCALE: I "- 30' -0"