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O-05-01I VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -05 -01 AN ORDINANCE REZONING CERTAIN PROPERTIES AS P -1 PUBLIC LANDS DISTRICT AND AUTHORIZING AN AMENDMENT TO A SPECIAL USE TO PERMIT CERTAIN IMPROVEMENTS AND RENOVATIONS TO JEWETT PARK Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 19thday of January , 2005. PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 18th day of January , 2005. 14, VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -05 -01 AN ORDINANCE REZONING CERTAIN PROPERTIES AS P -1 PUBLIC LANDS DISTRICT AND AUTHORIZING AN AMENDMENT TO A SPECIAL USE TO PERMIT CERTAIN IMPROVEMENTS AND RENOVATIONS TO JEWETT PARK WHEREAS, the property legally described on Exhibit A attached hereto, being adjacent to the north end of Jewett Park and commonly known as 803, 819, 825, 845 and 853 Hazel Avenue, and as 953 -955 and 969 Park Avenue, are located in the Village of Deerfield and are currently zoned in the R -4 Single and Two - Family Residence District; and, WHEREAS, Deerfield Park District (the "Applicant ") is the owner of the property legally described on Exhibit A and has petitioned the Village of Deerfield: (1) to rezone the property legally described on Exhibit A attached hereto from the R -4 Single and Two - Family Residence District to the P -1 Public Lands District; and, (2) for approval of an amendment to the existing Special Use for Jewett Park to permit certain the park improvements and renovations of the north end of Jewett Park consisting of the demolition of the former senior center /field house building, the construction of a new shelter /winter warming house with rest rooms and concession areas, the construction of a renovated playground area, the relocation of a 50 -space parking lot, the construction of various sidewalks and paths and associated site work and landscaping (collectively referred to herein as the "Jewett Park Renovations ") on the property described on Exhibit A and on Exhibit B (the original Jewett Park property) attached hereto, which site is collectively referred to herein as "Expanded Jewett Park "; and, WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on November 11, 2004 to consider said request for rezoning the property legally described on Exhibit A to the P -1 Public,Lands District and for approval of an amendment to the previously approved special use for Jewett Park pursuant to Article 7.02 -B, Paragraph 4, of the Zoning Ordinance of the Village of Deerfield to permit the Jewett Park Renovations of the Expanded Jewett Park site, said hearing being held pursuant to public notice and conforming in all respects, in both manner and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the testimony, documentary evidence and supporting materials offered at said public hearing, filed its report with the President and Board of Trustees containing its written findings of fact and recommendation to rezone the property described on Exhibit A attached hereto from the R -4 Single and Two - Family Residence District to the P -1 Public Lands District, and to authorize an amended special use pursuant to Article 7.02 -B, Paragraph 4 of the Zoning Ordinance of the Village of Deerfield to permit the Jewett Park Renovations for the Expanded Jewett Park site 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 have considered and reviewed the proposed Jewett Park Renovations plan for the Expanded Jewett Park, the supporting materials submitted by the Applicant, the evidence adduced at said public hearing and the findings of fact and recommendations of the Plan Commission 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 amending the Zoning Map of the -2- 4 Village of Deerfield to change the zoning classification of the property legally described on Exhibit A attached hereto from the R -4 Single - Family and Two - Family Residence District to the P -1 Public Lands District; and, WHEREAS, the President and Board of Trustees of the Village of Deerfield have further determined that substantial evidence supporting the Plan Commission recommendation was adduced at said public hearing that the proposed Amended Special Use for the Expanded Jewett Park fully complies with the requirements and standards set forth in Article 7.02 -C, Paragraph 4, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and that the best interests of the Village will be served by the further authorization and granting of the requested amendment to the Special Use to permit the proposed Jewett Park Renovations for the Expanded Jewett Park site to the extent provided herein and in accordance with the plans and supporting materials submitted by the Applicant, all of which are incorporated herein and made a part hereof by this reference; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the above and foregoing recitals, being material to this ordinance, are hereby incorporated by this reference and made a part of this ordinance as if fully set forth herein; SECTION 2: That the President and Board of Trustees of the Village of Deerfield do hereby authorize and approve an amendment to the Zoning Map of the Village of Deerfield to change the zoning classification of the property legally described on Exhibit A attached hereto from the R -4 Single and Two - Family Residence District to the P -1 Public Lands District, subject to the Amended Special Use for the proposed Jewett Park Renovations as hereby approved and authorized. -3- SECTION 3: That the President and Board of Trustees of the Village of Deerfield do hereby authorize and approve the establishment, operation and maintenance of the Jewett Park Renovations as an Amendment to the Special Use of the Expanded Jewett Park site in the P -1 Public Lands District pursuant to Article 7.02 -C, Paragraph 4 of the Zoning Ordinance of the Village of Deerfield, subject to the conditions, regulations and restrictions set forth in Section 4 of this ordinance. SECTION 4: That the approval and authorization of said Zoning Map Amendment and Amended Special Use is hereby granted subject to full and continued compliance with the following conditions, regulations and restrictions: A. That the construction, development, maintenance and use of the Jewett Park Renovations for the Expanded Jewett Park site, legally described on Exhibits A and B attached hereto, shall be in accordance with the documents, materials and exhibits attached hereto and made a part hereof as Exhibit C; B. The sidewalk along the west side of the proposed parking lot along Hazel Avenue, as depicted on Jewett Park Master Plan Sheet L -1, shall be extended to the public sidewalk on Hazel Avenue; C. The two (2) sidewalks extending along the west and east sides of the proposed parking lot to Hazel Avenue, as depicted on Jewett Park Master Plan Sheet L -1, shall be established at up to ten (10) feet in width, as approved by the Deerfield Police Department considering public safety, the avoidance of motorist confusion and the prohibition of motor vehicle entry. D. . The proposed cell tower depicted on Jewett Park Master Plan Sheet L -1 is not approved as a part of this Special Use, and any approval of such a use is subject to a separate application and public hearing; E. Continued compliance with the requirements of all previous ordinances approving the existing Special Use for Jewett Park; and F. Compliance by the Applicant with all other applicable provisions of the Zoning Ordinance of the Village of Deerfield. -4- SECTION 5: That the amended 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 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. 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. [This Space Left Blank Intentionally] -5- 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 18th day of January , 2005. AYES: Benton, Rosenthal, Seiden, Swanson (4) NAYS: Kayne (1) ABSENT: Wylie (1) ABSTAIN: APPROVED this 19th day ATTEST: - . -, -- - -(::�> XW4,0 " -��a Vi ge Clerk 0 5840228 STATE OF ILLINOIS � I IIIIIII IIIII IIIIII II IIIIII IIIII IIIII !III !III i COUNTIES OF LAKE AND COOK ) SS FILED FOR RECORD BY: V ) MARY ELLEN VANDERVENTER VILLAGE OF DEERFIELD LAKE COUNTY s IL RECORDER 08/18/2005 - 10:13:55 A.M. RECEIPT 4: 240146 DRAWER 4: 29 The undersigned hereby certifies that she is the duly appointed Deputy Village Clerk of the Village of Deerfield, Lake and Cook Counties, Illinois, and that the attached is a true and accurate copy of Ordinance No. 0 -05 -01 entitled "An Ordinance Rezoning Certain Properties as P -I Public Lands District and Authorizing an Amendment to a Special Use to Permit Certain Improvements and Renovations to Jewett Park" as appears in the records and files of the office of the Village Clerk. Dated this February 28, 2005 t J{ ;SE'AL r. p> a•tias 7� CN 17 Jc J NIFER / AVIS Deputy Vill ge Clerk Submitted by: Village of Deerfield 850 Waukegan Road Deerfield, IL 60015 t VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -05 -01 AN ORDINANCE REZONING CERTAIN PROPERTIES AS P -1 PUBLIC LANDS DISTRICT AND AUTHORIZING AN AMENDMENT TO A SPECIAL USE TO PERMIT CERTAIN IMPROVEMENTS AND RENOVATIONS TO JEWETT PARK Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this day of , 2005. PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 18th day of January , 2005. 200 f [ VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -05 -01 AN ORDINANCE REZONING CERTAIN PROPERTIES AS P -1 PUBLIC LANDS DISTRICT AND AUTHORIZING AN AMENDMENT TO A SPECIAL USE TO PERMIT CERTAIN IMPROVEMENTS AND RENOVATIONS TO JEWETT PARK WHEREAS, the property legally described on Exhibit A attached hereto, being adjacent to the north end of Jewett Park and commonly known as 803, 819, 825, 845 and 853 Hazel Avenue, and as 953 -955 and 969 Park Avenue, are located in the Village of Deerfield and are currently zoned in the R -4 Single and Two - Family Residence District; and, WHEREAS, Deerfield Park District (the "Applicant') is the owner of the property legally described on Exhibit A and has petitioned the Village of Deerfield: (1) to rezone the property legally described on Exhibit A attached hereto from the R -4 Single and Two - Family Residence District to the P -1 Public Lands District; and, (2) for approval of an amendment to the existing Special Use for Jewett Park to permit certain the park improvements and renovations of the north end of Jewett Park consisting of the demolition of the former senior center /field house building, the construction of a new shelter /winter warming house with rest rooms and concession areas, the construction of a renovated playground area, the relocation of a 50 -space parking lot, the construction of various sidewalks and paths and associated site work and landscaping (collectively referred to herein as the "Jewett Park Renovations ") on the property described on Exhibit A and on Exhibit B (the original Jewett Park property) attached hereto, which site is collectively referred to herein as "Expanded Jewett Park "; and, • � 5 1 ' WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on November 11, 2004 to consider said request for rezoning the property legally described on Exhibit A to ;the P -1 Public Lands District and for approval of an amendment to the previously approved special use for Jewett Park pursuant to Article 7.02 -B, Paragraph 4, of the Zoning Ordinance of the Village of Deerfield to permit the Jewett Park Renovations of the Expanded Jewett Park site, said hearing being held pursuant to public notice and conforming in all respects, in both manner and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the testimony, documentary evidence and supporting materials offered at said public hearing, filed its report with the President and Board of Trustees containing its written findings of fact and recommendation to rezone the property described on Exhibit A attached hereto from the R -4 Single and Two - Family Residence District to the P -1 Public Lands District, and to authorize an amended special use pursuant to Article 7.02 -B, Paragraph 4 of the Zoning Ordinance of the Village of Deerfield to permit the Jewett Park Renovations for the Expanded Jewett Park site 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 have considered and reviewed the proposed Jewett Park Renovations plan for the Expanded Jewett Park, the supporting materials submitted by the Applicant, the evidence adduced at said public hearing and the findings of fact and recommendations of the Plan Commission 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 amending the Zoning Map of the 1 � 1 Village of Deerfield to change the zoning classification of the property legally described on Exhibit A attached hereto from the R -4 Single- Family and Two- Family Residence District to the P -1 Public Lands District; and, WHEREAS, the President and Board of Trustees of the Village of Deerfield have further determined that substantial evidence supporting the Plan Commission recommendation was adduced at said public hearing that the proposed Amended Special Use for the Expanded Jewett Park fully complies with the requirements and standards set forth in Article 7.02 -C, Paragraph 4, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and that the best interests of the Village will be served by the further authorization and granting of the requested amendment to the Special Use to permit the proposed Jewett Park Renovations for the Expanded Jewett Park site to the extent provided herein and in accordance with the plans and supporting materials submitted by the Applicant, all of which are incorporated herein and made a part hereof by this reference; NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, in the exercise of its home rule powers, as follows: SECTION 1: That the above and foregoing recitals, being material to this ordinance, are hereby incorporated by this reference and made a part of this ordinance as if fully set forth herein; SECTION 2: That the President and Board of Trustees of the Village of Deerfield do hereby authorize and approve an amendment to the Zoning Map of the Village of Deerfield to change the zoning classification of the property legally described on Exhibit A attached hereto from the R -4 Single and Two - Family Residence District to the P -1 Public Lands District, subject to the Amended Special Use for the proposed Jewett Park Renovations as hereby approved and authorized. -3- NO% � 1 SECTION 3: That the President and Board of Trustees of the Village of Deerfield do hereby authorize and approve the establishment, operation and maintenance of the Jewett Park Renovations as an Amendment to the Special Use of the Expanded Jewett Park site in the P -1 Public Lands District pursuant to Article 7.02 -C, Paragraph 4 of the Zoning Ordinance of the Village of Deerfield, subject to the conditions, regulations and restrictions set forth in Section 4 of this ordinance. SECTION 4: That the approval and authorization of said Zoning Map Amendment and Amended Special Use is hereby granted subject to full and continued compliance with the following conditions, regulations and restrictions: A. That the construction, development, maintenance and use of the Jewett Park Renovations for the Expanded Jewett Park site, legally described on Exhibits A and B attached hereto, shall be in accordance with the documents, materials and exhibits attached hereto and made a part hereof as Exhibit C; B. The sidewalk along the west side of the proposed parking lot along Hazel Avenue, as depicted on Jewett Park Master Plan Sheet L -1, shall be extended to the public sidewalk on Hazel Avenue; C. The two (2) sidewalks extending along the west and east sides of the proposed parking lot to Hazel Avenue, as depicted on Jewett. Park Master Plan Sheet L -1, shall be established at up to ten (10) feet in width, as approved by the Deerfield Police Department considering public safety, the avoidance of motorist confusion and the prohibition of motor vehicle entry. D. The proposed cell tower depicted on Jewett Park Master Plan Sheet L -1 is not approved as a part of this Special Use, and any approval of such a use is subject to a separate application and public hearing; E. Continued compliance with the requirements of all previous ordinances approving the existing Special Use for Jewett Park; and F. Compliance by the Applicant with all other applicable provisions of the Zoning Ordinance of the Village of Deerfield. -4- fill 1 SECTION 5: That the amended 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 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. 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. [This Space Left Blank Intentionally] -5- 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 18th day of January , 2005. AYES: Benton, Rosenthal, Seiden, Swanson (4) NAYS: Kayne (1) ABSENT: Wylie (1) ABSTAIN: APPROVED this 19th day ATTEST: Vi ge Clerk s. 1 � EXHIBIT A 803 Hazel Legally described as follows: BURR H. KRESS' PLAT OF CONSOLIDATION INTO ONE LOT OF LOTS 1 TO 7, BOTH INCLUSIVE, IN BLOCK 18, IN DEERFIELD PARK LAND AND IMPROVEMENT ASSOCIATION SUBDIVISION, ACCORDING TO THE PLAT OF SAID CONSOLIDATION RECORDED MAY 27, 1927 AS DOCUMENT 279740, IN BOOK P OF PLATS, PAGE 59, (EXCEPT THE WESTERLY 50 FEEET OF SAID BURR H. KRESS' PLAT OF CONSOLIDATION), IN LAKE COUNTY, ILLINOIS. 819 HazeL Legally described as follows: Parcel 1 THE EAST 75.00 FEET OF LOTS 8 TO 14, BOTH INCLUSIVE, IN BLOCK 18 IN DEERFIELD .PARK LAND AND IMPROVEMENT ASSOCIATION SUBDIVISION, BEING A SUBDIVISION IN THE SOUTHEAST '/4 OF SECTION 29, TOWNSHIP 43 NORTH, RANGE 12, EAST .OF THE THIRD, PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF, RECORDED MAY 5, 1898, AS DOCUMENT 70892, IN BOOK "D" OF PLATS, PAGE 64, IN LAKE COUNTY, ILLINOIS. Parcel 2 THE WEST '/z OF VACATED ALLEY LYING EAST OF AND ADJOINING PARCEL 1, COMMONLY KNOWN AS: 819 HAZEL AVENUE, DEERFIELD, ILLINOIS. 825 Hazel, Legally described as follows: LOT 2 IN RESUBDIVISIOON OF LOTS 8 TO 14 INCLUSIVE (EXCEPT THE EAST 75.00 FEET OF SAID LOTS AS A TRACT) IN BLOCK 18 OF DEERFIELD PARK LAND AND IMPROVEMENT ASSOCIATION SUBDIVISION, BEING A SUBDIVISION IN THE SOUTHEAST '/4 OF SECTION 29, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, PLAT OF SAID RESUBDIVISION RECORDED DECEMBER 14, 1928, IN BOOK "Y" OF PLATS, PAGE 46, AS DOCUMENT 329313, IN LAKE COUNTY, ILLINOIS. 845 Hazel Legally described as follows: LOT 2 IN THE RESUBDIVISION OF LOTS 8 TO 14, BOTH INCLUSIVE OF BLOCK 17 OF DEERFIELD PARK LAND AND IMPROVEMENT ASSOCIATION SUBDIVISION IN THE S.E.1 /4 OF SECTION 29, TOWNSHIP 43N., RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN IN THE VILLAGE OF DEERFIELD, LAKE COUNTY, ILLINOIS. 853 Hazel Legally described as follows: LOT 1 IN THE RESUBDIVISION OF LOTS 8 TO 14, BOTH INCLUSIVE, 'IN BLOCK 17 OF DEERFIELD PARK LAND AND IMPROVEMENT ASSOCIATION'S SUBDIVISION IN THE SOOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 43 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF, RECORDED JANUARY 25, 1927, IN BOOK "M" OF PLATS, PAGE 8, AS DOCUMENT 293261, IN LAKE COUNTY, ILLINOIS. 953 -955 Park Legally described as follows: LOTS 5, 6 AND 7 IN BLOCK 17 IN DEERFIELD PARK LAND AND IMPROVEMENT ASSOCIATION SUBDIVISION IN THE SOUTHEAST' /4 OF SECTION 29, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN THE VILLAGE OF DEERFIELD, LAKE COUNTY ILLINOIS. 969 Park Legally described as follows: LOTS 1 AND 2 IN BLOCK 17 IN DEERFIELD PARK LAND AND IMPROVEMENT ASSOCIATION SUBDIVISION BEING A SUBDIVISION IN THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MAY 5, 1898 AS DOCUMENT 70892 IN BOOK "D" OF PLATS, PAGES 64 -67, IN LAKE COUNTY, ILLINOIS. EXHIBIT B ALL THAT PART OF THE SOUTH 1,100 FEET OF THE EAST 792 FEET OF THE SOUTH EAST 1/4 OF THE SOUTH EAST 1/4 OF SECTION 29, TOWNSHIP 43 NORTH, RANGE 12, EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING EAST OF PARK AVENUE (EXCEPT THE SOUTH 233 FEET THEREOF AND EXCEPT THAT PART THEREOF DEDICATED BY INSTRUMENT RECORDED NOVEMBER 21, 1973 AS DOCUMENT 1643580, IN LAKE COUNTY, ILLINOIS. Exhibit C Exhibits to an Ordinance Rezoning Certain Property As P -1 Public Lands District and Authorizing an Amendment to the Special Use for Jewett Park Renovations at Expanded Jewett Park 1. Tree Protection Plan, Sheet L -1, dated 2 -15 -05 by Land Design Collaborative Incorporated. 2. Layout Plan, Sheet L -2, dated 2 -15 -05 by Land Design Collaborative Incorporated. 3. Playground Plan & Details, Sheet L -3, dated 2 -15 -05 by Land Design Collaborative Incorporated. 4. Planting Plan, Sheet L -4, dated 2 -15 -05 by Land Design Collaborative Incorporated. 5. Site Details, Sheet L -5, dated 2 -15 -05 by Land Design Collaborative Incorporated. 6. Site Details, Sheet L -6, dated 2 -15 -05 by Land Design Collaborative Incorporated. 7. Existing Conditions and Demolition Plan, Sheet C -1, dated 2 -3 -05 by Land Design Collaborative Incorporated. 8. Grading and Paving Plan, Sheet C -2, dated 2 -3 -05 by Land Design Collaborative Incorporated. 9. Stormwater Pollution Prevention Plan, Sheet C -3, dated 2 -3 -05 by Land Design Collaborative Incorporated. 10. Utility Plan, Sheet C -4, dated 2 -3 -05 by Land Design Collaborative Incorporated. 11. Details, Sheet C -5, dated 2 -3 -05 by Land Design Collaborative Incorporated. 12. General Notes, Sheet C -6, dated 2 -3 -05 by Land Design Collaborative Incorporated. 13. Playground Plan, Sheet L -4, dated 10 -7 -04 by Land Design Collaborative Incorporated. 14. Parking Lot Lighting Plan, Sheet L -5, dated 10 -7 -04 by Land Design Collaborative Incorporated. 15. Floor Plan- Lighting Fixture Layout for Jewett Park Pavilion 16. Photometric Lighting Plan-Plan View, Drawing No. ph -1, dated 10 -6 -04, by Visual. 17. Luminaire Schedule, Drawing No. ph -1, dated 10 -6 -04 by Visual. 18. Tear Sheet for WSR 100S MD Architectural Sconce by Lithonia Lighting. 19. Tear Sheet for CC 13 175M AR 120 Open Cylinder Vertical Lamp by Gotham Lighting. 20. Tear Sheet for KACM 400M FP 120 Lighting Fixture by Lithonia Lighting. 21. Floor Plan for the Jewett Park Pavilion, Sheet A101, dated 10 -11 -04 by Ehlke Lonigro Architects. 22. Jewett Park Pavilion Plan, Sheet A102 and Sheet A102.1, dated 10 -11 -04 by Ehlke Lonigro Architects depicting the South Elevation, West Elevation, East Elevation of the proposed Jewett Park Pavilion. �QN ------------------------------------------- ----------------------------- I A � I Illll' u1 JuuunJllll IIIIIIL..... UUU�... 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VERTICAL BASE UP POSITION. A WSR 1OOS MD 8 ARCHITECTURAL SCONCE WITH MEDIUM ONE 100 -WATT DIFFUSE Lt111547.ies 8800 0.72 135 ED -17 HIGH PRESSURE THROW DISTRIBUTION SODIUM, HORIZONTAL WITH CLEAR, FLAT POSITION. GLASS LENS. DIFFUSE LAMP. C), C51 d Cy 74,11\ Calculated values Include direct and Interretlected components. I Y (Q 11 -a N N N Q Designer dbd Date Oct 6 2004 Scale nts Drawing No,. ph -1 0111 Architectural Building Mounted Intended Use For building- and wall- mounted applications. ® Features Housing — Rugged, die -cast, single -piece housing. Die -cast door frame has I /8' thick tempered glass lens. Door frame is fully gasketed with one -piece solid silicone. Stan- dard finish is textured dark bronze (DDBT) corrosion - resistant polyester powder with other architectural colors availabe. Installation — Universal mounting mecha- nism with integral mounting support al- lows fixture to hinge down. Bubble level provides correct alignment with each in- stallation. Optics — Interchangeable, segmented reflectors for superior uniformity and con- trol. Three full cutoff distributions avail- able: FT (forward throw) ; MD (medium throw), and WT (wide throw). Four up- lightdistributions available: FTU (Forward throw 10% up), MDU (medium throw, 10% Ordering Information Series C� WST Trapezoid WSR Half round up), WTU (wide throw,10% up) and MDU5 (up /down, medium throw, o/ or down). Compact fluorescent IVID (medium throw) only. Electrical — H.I.D.:50W- 150W utilizes a high reactance, high power factor ballast. 35S utilizes a reactance high power factor ballast. 175W utilizes a constant - wattage auto transformer ballast. Quick- discon- nect plug easily disconnects reflectorfrom ballast. Ballasts are copper wound and 100% factory tested. Porcelain, medium - base copper alloy, nickel - plated screw shell and center contact. UL listed 660W, 600V 4KV pulse rated. CFL: compact fluo- rescent ballast is Class.P, electronic, high powerfactor,<10 %THOwith startingtemp. of Oa F (-180C). Fluorescent socket is high - temperature thermoplastic with integral lamp retention clip. Listings — UL Listed suitable for wet loca- tions (damp location listed in lens -up orien- tation). CSA Certified (see Options). IP rated. Distribution - Voltage Downlitu Distributions FT Forward throw MD Medium throw (coated lamp standard) WT Wide throw Uplight Wattage /Source Metal >i!4h Compact Halide r s Fluorescent2 50M Sodium 26DTT 70M 35S1 2 /26DTT loom 50S 32TRT 150M 70S 2/32TRT 175M loos 42TRT uplight & 50% 150S 2/42TRT up), WTU (wide throw,10% up) and MDU5 (up /down, medium throw, o/ or down). Compact fluorescent IVID (medium throw) only. Electrical — H.I.D.:50W- 150W utilizes a high reactance, high power factor ballast. 35S utilizes a reactance high power factor ballast. 175W utilizes a constant - wattage auto transformer ballast. Quick- discon- nect plug easily disconnects reflectorfrom ballast. Ballasts are copper wound and 100% factory tested. Porcelain, medium - base copper alloy, nickel - plated screw shell and center contact. UL listed 660W, 600V 4KV pulse rated. CFL: compact fluo- rescent ballast is Class.P, electronic, high powerfactor,<10 %THOwith startingtemp. of Oa F (-180C). Fluorescent socket is high - temperature thermoplastic with integral lamp retention clip. Listings — UL Listed suitable for wet loca- tions (damp location listed in lens -up orien- tation). CSA Certified (see Options). IP rated. Distribution - Voltage Downlitu Distributions FT Forward throw MD Medium throw (coated lamp standard) WT Wide throw Uplight Distributions' FTU Forward throw DDBT with 10% uplight MDU Medium throw DSST with 10% uplight DNAT (coated lamp DWHG standard) WTU Wide throw with Shipped separately 10% uplight MDU5 Up /down medium throw with 50% — uplight & 50% NOTES: 1 120V only. 2 Only available with MD. MDU, and MDU5 distributions. 3 Available on WSR fixture only. 4 Cons u it factory for availability in Canada. 5 Optional multi -tap ballast (120V, 208V, 240V, 277V). In Canada 120V, 277V, 347V; ships as 120V1347V. 6 Optional penta -tap ballast (120V, 208V, 240V, 277V, 480V; not available in Canada).175M only. 7 Optional multi -volt electronic ballast (for compact fluo- rescent lamps only) capable of operating on any line voltage from 120V -277V. 8 Not available with compact fluorescent. 9 Available for compact fluorescent units only. 10 Must specify voltage. Not available with MVOLT orTB. 11 Not available with SF, DF,orQRS. 12 Not availablewith 2/32TRTor2/42TRT. 13 Black finish only. 14 Must be ordered with fixture; no field installations. 15 IBS not available with MD. MDU and MDU5 distributions. 16 Additional architectural colors available; see www.lithonia.com for more information. 17 Must specify finish. v. downlight (coated lamp standard) 120 2084 2404 277 347 TB5 TBV6 MVOLT7 WSR/WST 7W F "q • Example: WST 175M FT 120 SF LPI Options Shipped installed in fixture SF Single fuse (120V, 277V, 347V, n/a TB)8 OF Double fuse (208V, 240V, n/a TB or TBV)8 GMF Internal slow -blow fusing9•10 EC Emergency circuit (25W max, lamp included) OC12 Emergency circuit 12 volt" (35W lamp included standard) ELDW Emergency battery pack (120V or 277V only)9,12 (IRS Quartz restrike system (t00W max, lamp not included)8' CR Enhanced corrosion resistance CRT Non -stick protective coating" PE Photoelectric cell -button type (n /a TB)14 WLU Wet location door for up orientation IBS Internal backlight shieldl5 DFL Diffusing lens TP Tamperproof LPI Lamp included as standard ULP Less lamp Dimensions are shown in inches (centimeters) unless otherwise noted. Architectural Colors" Standard Textured Colors DDBT Dark bronze (standard) DSST Sandstone DNAT Natural aluminum DWHG White DBLB Black Shipped separately WSBBW Surface - mounted back box17. UT5 Uptilt 5 degrees17 . WSTWG Wire guard (WST)1- WSTVG Vandal guard (WST)14 WSRWG Wire guard (WSR)► WSRVG Vandal guard (WSR)14 Intended Use Provides general illumination with supe- Clor brightness control. Available in square and cylinder shapes to comple- ment the architecture. Surface, wall or pendant mountable. Appropriate for inte- rior applications with mid to high ceilings, such as atriums, auditoriums and transit areas, or in exterior overhangs for retail and office buildings. Features Optical System — Self- flanged, specular clear or semi - diffuse reflector. Optical system optimally balances brightness control and high efficiency. Ordering Information Cylinders and Cuboids Housing — Heavy -gauge aluminum; rolled or formed and seam - welded with no visi- ble seam. Electrical System — Pre - wired, HPF, core - and -coil ballast mounted to removable power door with quick disconnect for ease of installation /maintenance: Porce- lain socket. Mounting — Ceiling- mount, wall -mount or pendant -mount available. Listing — UL listed for damp locations (11" and 13 ") or wet locations 05 "). Listed and labeled to comply with Canadian Stan- dards. Wattage /lamp4 Metal Halide 50M5 70M5 t00Ms 150Ms 175M5 250M5 320Ms 350M5 400M Ceramic Metal Halides 50MHC 70MHC 10OMHC 150MHC STANDARD PACKAGING i 11' and 13' Cylinders To order, use a single master catalog number. Example: 03) CC13 175M AR 120 Fixtures ship using optimized packaging. Example above ships as. Mry 131 CC13 175M AR 120 DWHG L/GL (13 cartons of 1 housing) (Qty 12) GL13R3 CGL J4 (3 cartons of 4 lenses) (Qty 1) CL13R3 CGL U (1 carton of t lens) IF Cylinders To order, use a single master catalog number. Example: 113) CC15 250M AR 120 Rxturea ship using optimized packaging, Example above ships es: (Qry 13) CC15 DWHG HSG 03 cartons of t housing) i (Qry 13) C15 250M 120 PD (13 cartons of 1 powerdoor) (Qry 13) C15 250M AR TRIM U (13 canons of 1 reflector) (Qty 13) GL15R1 CGL JZ' (13 cartons of 1 lens) Trim color. AR Clear PR Pewter UBR Umber .WTR Wheat CR Champagne gold6 GR Gold6 ypE ',?f Pi v v� .HOa7vT�o e lc L-atnp S ' �I r V 3 R, t Example: CC13 175M AR 120 Finish Voltage Options/ Series' Diameter/ LD Semi - diffuse CC Ceiling mount square' 23.1/2 159.7) CW Wall mount 11 13 -1/8 (33.3) CP Pendant 13 250 13.3/6 (34.0) mount2 15 CC15 CCS Square ceiling 25 -1/2 (64.8) 20.1/8 (51.1) CCS15 mount 15.1/4 (36.7) 25 -1/2 (64.8) OCWS Square wall ® ®® mount CPS Square pendant mount2 Cylinders and Cuboids Housing — Heavy -gauge aluminum; rolled or formed and seam - welded with no visi- ble seam. Electrical System — Pre - wired, HPF, core - and -coil ballast mounted to removable power door with quick disconnect for ease of installation /maintenance: Porce- lain socket. Mounting — Ceiling- mount, wall -mount or pendant -mount available. Listing — UL listed for damp locations (11" and 13 ") or wet locations 05 "). Listed and labeled to comply with Canadian Stan- dards. Wattage /lamp4 Metal Halide 50M5 70M5 t00Ms 150Ms 175M5 250M5 320Ms 350M5 400M Ceramic Metal Halides 50MHC 70MHC 10OMHC 150MHC STANDARD PACKAGING i 11' and 13' Cylinders To order, use a single master catalog number. Example: 03) CC13 175M AR 120 Fixtures ship using optimized packaging. Example above ships as. Mry 131 CC13 175M AR 120 DWHG L/GL (13 cartons of 1 housing) (Qty 12) GL13R3 CGL J4 (3 cartons of 4 lenses) (Qty 1) CL13R3 CGL U (1 carton of t lens) IF Cylinders To order, use a single master catalog number. Example: 113) CC15 250M AR 120 Rxturea ship using optimized packaging, Example above ships es: (Qry 13) CC15 DWHG HSG 03 cartons of t housing) i (Qry 13) C15 250M 120 PD (13 cartons of 1 powerdoor) (Qry 13) C15 250M AR TRIM U (13 canons of 1 reflector) (Qty 13) GL15R1 CGL JZ' (13 cartons of 1 lens) Trim color. AR Clear PR Pewter UBR Umber .WTR Wheat CR Champagne gold6 GR Gold6 ypE ',?f Pi v v� .HOa7vT�o e lc L-atnp S ' �I r V 3 R, t Example: CC13 175M AR 120 Finish Voltage Options/ (blank) Specular 120 Accessories LD Semi - diffuse 206 See pages 221.225. low iridescent 240 23.1/2 159.7) 277 CC13 347 NOTES: 1 Matte white finish IDWHG) standard. Optional colors available. Refer to Architectural Colors brochure. 2 3 /8'threadmount. 3 Refertochart below for maximum wattage availability. 4 15OW and lower metal halide lamps use medium-base socket. 5 Tempered safety lens provided. 6 Not recommended for use with HID lamp sources. Consult factory. Cat No. CC11 Max Wattage 100 Diameter/ Square 11.1/8 (28.3) Height (H) 22 -1/2 (57.2) Walt Mount Width (W) 16 140.6) CCS11 100 11.3/8 (28.9) 23.1/2 159.7) 16.1/4141.3) CC13 250 13 -1/8 (33.3) 24.1/2 (62.2) 18 (45.7) CCS13 250 13.3/6 (34.0) 25.1/2 (64.8) 18.1/4 146.4) CC15 400 15.1/4 (38.1) 25 -1/2 (64.8) 20.1/8 (51.1) CCS15 400 15.1/4 (36.7) 25 -1/2 (64.8) 20.1/8 (51.1) RZY Drawings are for dimensional detail only and may not represent actual mechanical configuration. Dimensions are shown in inches (centimeters) unless otherwise noted. 1�1 �1 a . 0;,d o - cDsl'�- vl �1 Gorham /PSG8 l,l /l Intended Use Die -Cast, Cutoff Flat Lens /Drop Lens kFor parking garages, convenience stores, 0hotels and walkways. Features Housing — Rugged, die -cast, soft - corner aluminum housing with 0.12" nominal wall thickness. Die -cast aluminum doorframe has prismatic, impact- resistant,tempered glass; drop dish acrylic lens or drop dish polycarbonate lens. Door frame is fully gasketed with one -piece tubular silicone. Surface mounted utilizing four0.5" mount- ing holes and one 0.875 wire -entry hole (mounting hardware not included). Dark bronze (DDB) corrosion- resistant polyes- ter powder finish is standard. Other ar- chitectural colors available. Optics — Reflector is optical - quality alumi- num that works in tandem with a light - diffusing prismatic lens. Ordering Information Electrical —Ballast ishigh-reactahce;high- powerfactor (150W) or high -power factor, constant - wattage autotransformer (175 - 400W MH & HPS). Socket — Mogul -base porcelain socket, 4KV pulse rated. Position- oriented socket standard on all metal halide units. Listings — UL Listed (standard). CSA Certi- fied or NOM Certified (see Options). UL listed for wet locations. For covered ceil- ing, mount on concrete, steel or alumi- num. Not for use in dwellings. UL listed for 250 C ambient temperature. KACM ontour ° Example: KACM 400M FP 120 oDesignation KACM Length 1742(44.5) Width 174z(44.5) Depth Distribution Voltage Mounting Options /Accessories High Pressure Sodium FP Flat prismatic lens (C73T) 120 YK Yoke SF Single fuse (120V, 277V, 347V) n/a TB KACM 1505 DPA Drop prismatic lens (Acrylic) 2082 OF Double fuse (208V, 240V, 480V) n/a TB KACM 250S DPP Drop prismatic lens (Polycarbonate) 2402 ORS Quartz restrike system (250W max, KACM 400S 277 120V lamp not included) Metal Halide 347 EC Emergency circuit (lamp not KACM 150M 4802 included, 250W max.) KACM 175M TB2 YK Yoke mount KACM 200M1 TIC Thru -wire condulet tee capability KACM 250M SCWA Super CWA pulse start ballast KACM 320M1 We HPS or 175M) KACM 350M1 CSA CSA Certified' KACM 400M NOM NOM Certified (consult factory) Shipped separately, KACVG -Vandal guards KACWG Wire guard NOTES: 1 Must be ordered with SCWA. 2 Consultfactory for availability in Canada. 3 Optional multi-tap ballast 020V,208V,240V,277V),InCanada 120V, 277V, 347V; ships as 120V/347V. May be ordered as an accessory. '5 FP lens only. Dimensions are shown in inches (centimeters) unless otherwise noted. www 1ith6nia caM �` Od LIrHON /A L /GHr /NG sy e m r 'keyword: KACM _ ry Outdoor %PSGB 483 KACM Length 1742(44.5) Width 174z(44.5) Depth FP option 74e (18.1) Max weight 401bs118.1 kg) DP option 11) (28.0 Ad I 6 46 do'bd www 1ith6nia caM �` Od LIrHON /A L /GHr /NG sy e m r 'keyword: KACM _ ry Outdoor %PSGB 483 w 1 � _ Here. — emcc naatnn of ap —.— — a ,,..a�a bbyy �,. � w� ra cc+ntr�cno. JATeet MYea. Por W@y Ucoaa. cap, .I.E. I (800) 892 -0f23 i I `? `1 i L ax as .a .ar.v�uar ro wrr� r>ri I �\ t4F2PW al 4II a<SIeFU Lr j`j\ � mr svewv .cncuc ro,.�e�mq arawJ 5 � , ,t i r 1 rl JI9jtJ�-;�zt J � I I , LEGEND: GENERAL NOTE C; EXISTING TREE TO REMAIN TREE PROTECTION FENCE 0 EX. TREES CONSTRUCTION LIMITS a FENCE, 8' MIN. HT. LIMITED POINTS OF ACCESS 5840228 DEMOLITION NOTES KEY: - D CONTRACTOR SHALL ENSURE HE DOES NOT DAMAGE, OR OTHERWISE IMPACT EXISTING TREES AND THEIR ROOT ZONES FENCE TO DRIP LINE OR AS OTHERWISE INDICATED ON DRAWINGS NOMINAL 2 "X4 "5 CONTINUOUS AROUND TREE TRUNK TREE TRUNK TREE DRIP LINE 4' HT. ORANGE PLASTIC OR WOOD CONSTRUCTION FENCE PLASTIC STRAPPING FULLED TIGHT TO SECURE AND - MINIMIZE BOWING NOMINAL 2'X4 "5 CONTINUOUS AROUND.TREE TRUNK BURIED P05T ® 8' O.G. TREE PROTECTION DETAIL SEE PLANS FOR LOCATIONS Scale: N.T.S. 1) THE CONTRACTOR SHALL MINIMIZE DAMAGE TO ALL EXISTING TREES TO REMAIN. TREES SHALL BE PROTECTED FROM DAMAGE WITH TREE PROTECTION FENCING (SEE DETAIL, THIS SHEET). CONTRACTOR SHALL ALSO INSTALL 4 MAINTAIN A MIN. W HIGH CHAIN LINK CONSTRUCTION FENCE ALONG CONSTRUCTION LIMITS LINE. ALL CONSTRUCTION FENCING SHALL REMAIN IN PLACE, BEFORE THE START OF, AND FOR THE DURATION OF CONSTRUCTION. MODIFY PLACEMENT OF FENCE AND GATES TO ACCOMMODATE CONSTRUCTION ACCESS / EGRESS ONLY AS NECESSARY. COORDINATE WITH AND ACQUIRE OWNERS REPRESENTATIVES APPROVAL OF ALL FENCING LOCATIONS AND ADJUSTMENTS. 2) CONTRACTOR SHALL ONLY AC--'E55 SITE FROM DESIGNATED "LIMITED POINTS OF ACCE55,' UNLE55 OTHERWISE AUTHORIZED BY OWNER. 3) ALL EXISTING UTILITIES SHALL BE FIELD LOCATED A MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES WITH THE DRAWING SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY. 4) ALL STRUCTURES, UTILITIES, PAVEMENT, TREES, AND OTHER FEATURES NOT DESIGNATED TO BE REMOVED SHALL BE PROTECTED DURING CONSTRUCTION. ANY DAMAGE CAUSED BY THE CONTRACTOR TO ITEMS AND STRUCTURES TO REMAIN SHALL BE REPAIRED AND/OR REPLACED TO THE OWNER'S SATISFACTION AT NO C05T TO THE OWNER. 5) ALL REMOVALS SHALL BE CARRIED OUT IN ACCORDANCE WITH THE SPECIFICATIONS AND ALL APPLICABLE VILLAGE OF DEERFIELD CODES, STANDARDS AND ORDINANCES. ALL REMOVED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DI5PO5ED OF IN ACCORDANCE WITH ALL STATE, LOCAL, AND FEDERAL GUIDELINES. (2) THE CONTRACTOR SHALL NOTIFY THE VILLAGE OF DEERFIELD AT LEAST 48 HOURS PRIOR TO THE START OF ANY WORK AFFECTING VILLAGE PROPERTY. 7) SEE 'G' SHEETS FOR REMOVALS. 1M a M .r 2 105 O AXP G' Os, o t North So ft, ".w4. [dnd (011dboldtiVe so 5142 Mat sqw 9¢dda, IL mis 40477 (847) 329.9777 Fa (847) 329.9779 Q ccU 0— C^ 4.1— Qi ® `E m Q c m C o m N TREE PROTECTION PLAN DmdBWt FellJ0arr2006 pmwm. 060603 Ch.*W D010W Dram or. or. Or. LR sans SIP r� RE Dec Em 15 FM OS 100%PEVM OFM00 box FIEV1E01 13 im 05 Drawing Sheet 2 L -1 t t L lib A FLGSTONE PATH TREE HELL t 1 `t s w So— is rig �IOI a07i.�G; so MOW LEGEND: o n • I. - I: P.G.C. NALK (PER VILLAGE REQUIREMENTS) h-. P.G.G. WALK, b' EXPOSED 2 Salie,ffffi*60077 AGGREGATE FINISH L� - - -- ,;;- -AGGREGATE P.G.G. NALK, 5' EXP 2 FINISH TO TRASH RECEPTACLE � L -5 •-1 � I BENCH L 5 w - -- b UNDERDRAIN L-6 I BR BIKE RACK - -- L -5 -- PROPERTY LINE CONSTRUCTION LIMITS d a 1I HANDICAP RAMP L b O ti = ==IIII I\ � POND ENTRY PAD AND WALLS LAYOUT COORDINATES SCHEDULE: 5840228 $ -IB-65' waLL L -b 4 TO BE PROVIDED BY LANDSCAPE ARCHITECT AT TIME OF CONSTRUCTION. GENERAL NOTES: 1) ALL PATH AND WALK CORNER RADII SHALL BE 5' -0°, UNLESS OTHERWISE INDICATED. 2) ALL CONSTRUCTION IN PUBLIC RIGHT OF NAY SHALL BE IN ACCORDANCE WITH VILLAGE OF DEERFIELD STANDARDS AND SHALL SUPERSEDE PROJECT MANUAL SPECIFICATIONS WHEN IN CONFLICT THERE WITH. 5) ANY ITEM NOT LOCATED BY DIMENSIONS SHALL BE LAID OUT BY THE CONTRACTOR, COORDINATED WITH AND APPROVED BY THE OWNER'S REPRESENTATIVE. 4) SEE OTHER SHEETS FOR OTHER SURFACE MATERIAL FINISHES, PROPOSED GRADING, LANDSCAPE, SEWER, HATER AND ELECTRICAL WORK. 5) NHERE NEN HANDICAPPED RAMPS OCCUR AT STREET, SAN CUT EXIST. CURB TO MATCH PROFILE OF RAMPS. ALL RAMPS AND TACTILE WARNING ON RAMPS SHALL BE LOCATED AND CONSTRUCTED IN ACCORDANCE WITH VILLAGE REQUIREMENTS. C,) ALL CONSTRUCTION IN PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH VILLAGE OF DEERFIELD STANDARDS AND SHALL SUPERSEDE PROJECT MANUAL SPECIFICATIONS WHEN IN CONFLICT THERE WITH. 1) ALL LAYOUT DIMENSIONS ARE TAKEN FROM FACE OF CURB, EDGE OF WALK OR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 8) ANY ITEM NOT LOCATED BY DIMENSIONS SHALL BE LAID OUT BY THE CONTRACTOR, COORDINATED WITH AND APPROVED BY THE OWNER'S REPRESENTATIVE. 9) HANDICAPPED RAMPS SHALL Be CONSTRUCTED IN ACCORDANCE WITH VILLAGE OF DEERFIELD REQUIREMENTS. North Ea ftP-30d `d 0 1s w sv 5142 McM SftW Salie,ffffi*60077 (847) 329.9777 Fax (B47) 329 -9779 V N ❑ N .16— C � cc Q LL -E ID to 0 O O LAYOUT PLAN oer a te— 2W5 p mNx 0408.3 Oal�od 0, Qrdmd W. w sem sF F- Deis MD feFMW 1008 PEIID =YV OFM OS 0%rtEnEw 13JAIL05 Drawing Sheet 3 L -2 2 L -3 6 FLAGSTONE L-6 PATH �PLAZA/PLAYGROUND PLAN ENLARGEMENT BUILDING ROOFLINE Scale:1 a =1(Y-0" TRASH RECEPTACLE L-5 SAFETY MAT, TYP. UNDERDRAIN, TYP. 7 COORDINATE PIPE L-6 INSTALLATION WITH PLAYGROUND EQUIPMENT INSTALLATION PLAYGROUND EQUIPMENT (SEE PLAYGROUND EQUIPMENT SCHEDULE) FALL ZONE, TYP. ENGINEERED WOOD FIBER SURFACING L-3 POURED IN PLACE RUBBER SURFACING L -3 BIKE RACK L -5 ENTRY PAD GENERAL NOTES: PLAYGROUND EQUIPMENT SCHEDULE: 1) LAYOUT OF PLAYGROUND CURBING TO BE VERIFIED BY OWNER'S REPRE5ENTATIVE PRIOR (DHAG5 5 -12 YEAR OLD CUSTOM PLAY STRUCTURE TO GON5TRUCTION 2) HAG5 PLAYGROUND EQUIPMENT REPRESENTATIVE: PARKS AND RECREACTION SUPPLY, INC. O HAG5 2-5 YEAR OLD CUSTOM PLAY STRUCTURE 800- 452 -00162, 17421 MARENGO RD., UNION, IL 3) CONTRACTOR TO VERIFY 6 PROVIDE MINIMUM EQUIPMENT FALL ZONES. O HAG5 FUNNEL NET 4) CONTRACTOR SHALL COORDINATE LOCATION OF PLAYGROUND UNDER DRAIN 50 AS NOT TO CONFLICT WITH PLAY EQUIPMENT FOOTINGS. O MIRACLE ARCH SWING, 3 -1/2° POSTS, (4) SLASH -PROOF BELT SEATS, (2) BUCKET SEATS 5) PLAY PIECE QS (SEE SPECS) - BID ALT. 'C'- LOCATION TO BE DETERMINED IN THE FIELD BY THE ARCHITECT. 5840228 PLAYGROUND CURB & SURFACE SECTION Scale: NTS — ADJACENT PAVING /CURB #4 x 12" ® 12' O.G. TOP SURFACE- EPDM < URETHANE (SEE SPECS) BASE MAT - SBR 4 URETHANE (SEE 5PEG'S) 1 1/4' ENGINEERED WOOD FIRE <� { 4 "J'GG° Scale NT D IN PLACE RUBBER SURFACING STRUCTURE OR COMPONENT POST, VARIES ENGINEERED WOOD FIBER SURFACING I(LllLI --�I COMPACTED SUBGRADE - CONCRETE FOOTING GA -b BASE COURSE a mu I I> :• I —II mmEm� 4' PER MANUF. RECOMMENDATION SPLAY EQUIPMENT FOOTING `� Scale: S/4° =1' -0" 13 -2422 AGGREGATE FINISH SMOOTH TROWEL 8° I FINISH it �, ..: .. 04 BAR x 12" LONG o 18' O.G. a I I I' P.G.G. SIDEWALK, CI I1 1= I H I I-1 I l-1 I I' THICKNESS r�llr-i�f�11= 1I1� =1 -� VARIES -SEE +'-. "L ��i X11 —IIr IF MIJI r EL PLANS D- PANE € e WALK SECTION D ,uQ Scale: NTS m d Desip (011dhOldtiVe GEOTEXTILE FABRIC, AROUND ALL 4 S", llnots 60077 (847) 3297777 SIDE5 OF STONE V 5 /4' RADIUS TROWEL FINISH w FINISHED GRADE (FLUSH W/ BACK OF CURB) i + a4 REBAR, 18' LONG 024 O.G. (WHERE A17- L4CENT TO P.G.G. WALK) F — t— MATERIAL VARIES (SEE PLAN) UL w° �zE 1/2' E.J. W/ SEALANT (WHERE ADJACENT < W W TO P.G.G. ALK) f ~ 0 ENGINEERED W R WOOD FIBER SUFACING/ PLAYGROUND I I_I i�-11 �1 P.I.P. RUBBER o n Omsall _ FbWumV2000 4' OF DRAINAGE STONE (GA -7) 0slpmd Drm chmcw w sp CONCRETE PLAY AREA CURB I1 (2) #4 REBAR CONT., 3" CLEAR IJ I I =f J =I I I I 11�II =JIHI � {--- -- DRAINAGE STONE COMPACTED 5UBGRADE (SLOPE MIN 1% 4 -3/4° I I� I I- III -I I-I1 -I I -I I TO DRAIN) PLAYGROUND CURB & SURFACE SECTION Scale: NTS — ADJACENT PAVING /CURB #4 x 12" ® 12' O.G. TOP SURFACE- EPDM < URETHANE (SEE SPECS) BASE MAT - SBR 4 URETHANE (SEE 5PEG'S) 1 1/4' ENGINEERED WOOD FIRE <� { 4 "J'GG° Scale NT D IN PLACE RUBBER SURFACING STRUCTURE OR COMPONENT POST, VARIES ENGINEERED WOOD FIBER SURFACING I(LllLI --�I COMPACTED SUBGRADE - CONCRETE FOOTING GA -b BASE COURSE a mu I I> :• I —II mmEm� 4' PER MANUF. RECOMMENDATION SPLAY EQUIPMENT FOOTING `� Scale: S/4° =1' -0" 13 -2422 AGGREGATE FINISH SMOOTH TROWEL 8° I FINISH it �, ..: .. 04 BAR x 12" LONG o 18' O.G. a I I I' P.G.G. SIDEWALK, CI I1 1= I H I I-1 I l-1 I I' THICKNESS r�llr-i�f�11= 1I1� =1 -� VARIES -SEE +'-. "L ��i X11 —IIr IF MIJI r EL PLANS D- PANE € e WALK SECTION D ,uQ Scale: NTS m d Desip (011dhOldtiVe 5142 ft Sint S", llnots 60077 (847) 3297777 Fs (847) 3297777 V w L 3 C ^^cc 1.� as Q (D (6 _;E N QD �zE 0 PLAYGROUND PLAN & DETAILS Omsall _ FbWumV2000 pmyplft 040M 0slpmd Drm chmcw w sp bard am 15 FM Is 1W%FMVIEW BFMaS 90%FMNVW 18.UK 05 Drawing Sheet 4 L -3 / 1 PLANTING PLAN SOD / PLANT BED EDGE E . Scale: N.T.S. EDGE �)I ZN t PLAN I ING PLAN TS 2' SHREDDED BARK MULCH (HOLD BACK 5' FROM TRUNU SHRUB ROOT BALL SET ORIGINAL GROUNDLINE OF ROOTBALL AT FINISHED GRADE - REMOVE TOP J6 OF BURLAP AND NYLON ROPE FINISHED GRADE 0228 TREE WRAP (ON PALL PLANTED TREE5 ONLY) 2' SHREDDED BARK MULCH (HOLD BACK 6- FROM TREE TRUNK) TREE ROOT BALL - SET OR161HAL &ROUNDLINE OF ROOTSALL AT FINISHED GRADE - FZ2140VE TOP JI, OF BURLAP AND NYLON ROPE 5' MULCH SAUCER TO HOLD WATER FINISHED &RAVE 501L PLANTING MIXTURE UND15TJRBED SU56RADE + K 4 2L.AN � �^\ �TRIAN6 PLANT t _ SPACING S PLANT SPACING SEE PLANT LIST 2' MUSHROOM 1 'I tCOMPOST MULCH ,Iwo SOIL PLANTIN&MIX UND15TURBEP SUBGRADE lc t SHRUB PLANTING DETAIL SHRUB PLANTING VET, � scale: NTS 5 scale: Nrs IPLANT SCHEDULE LAYER - TOP OF MULCH SHALL Be I' BELOW TOP OF PAVMENT AMENDED PLANTN& BACKFILL SEE SPECS UNDISTURBED SUBGRADE KEY BOTANICAL NAME COMMON NAME am SUE REMARK SHRUBS GR GORNUS RACEM05A GRAY DOGWOOD 45 4 HT 510.6 GL GOTONEA5TER APICULATUS CRANBERRY COTONEA5TER 142 15 GAL. FO I FORSYTHIA OVATA '5I1NR15E' SUNRISE EARLY FORSYTHIA 155 5 GAL. ! m FORBS & GRASSES ACI UM CANADENSE HILD GARLIC 122 2 1/4" PLUG 12 INCHES AN ASTER NOVAE- ANGLIAE 'ALMA POT5G44KE' NEW ENGLAND ASTER 15 GA CAMPANULA AMERICANA TALL 5ELLFLOWER -73 2 1/4 PLUG GF CALAMAGROSTIS AGUTIFLORA 7GARL FORESTER' KARL FORESTER FEATHER REED GRA59 ll I GAL G5 CHRY5ANTHEMUM 5UPERBUM 'SNOWCAP' 5NOWGAP SHASTA DA51Y 119 I GAL 100fLNEVD:W 9Fi$Os EA EGHINAGEA PURFUREA 'ALBA' WHITE GONEFLOWER 128 1 GAL EM EGHINAGEA PURPUREA MAGNUS' PURPLE GONEFLOWER 160 LM LIATRI5 SPICATA 'FLORISTAN WHITE WHITE GAYFEATHER 108 PA PENN15ETUM ALEPECUROIDE5 ' HAMELN' HAMELN DWARF FOUNTAIN GRA55 92 1 GAL RF R GL. UDBEGKIA5 FULGIDA 'ODSTRUM' BLACK -EYED SUSAN I-10 55 1 SEDUM SPEGTABLE 'AUTUMN JOY' AUTUMN JOY SEDUM I 119 TREES OB CIUERGUS BICOLOR 5Y4AMP WHITE OA 16 3" GAL OM QUERGUS MAGROCARPA BUR OAK 8 3' GAL AR AGER RUBRUM RED MAPLE 9 FA I FRAXINUS AMERICANA AUTMN PURPLE AUTUMN PURPLE ASH 15 GG GRATAEGUS CRUSGALLI VAR INERMIS THORNLESS COGK5PUR HAWTHORN 115 15 W CAL I EVERGREEN TREES 3 Ia. HT NOTES: 1) PLAN SYMBOL PLANT OUANTITIE5 5HALL TAKE PRECEDENCE OVER SCHEDULE s KEY OUANTITIE5. 2) ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED ON 6" OF NEW TOPSOIL. oX.,4 o -vs -v 1 X11 � F 5142 Main Street Sk", Bmb 60077 (847) 329.9777 Fax (847) 329.9779 U V/ iQ 7 N ! m Q C (D a- m m _'E � �o m D PLANTING PLAN Dm d ii— FobmmV 2= N¢ 0908-09 Ded�od Claim ChodW Ilr* sr. ar- W sm SP Imae Rr: Om ® 15 FM 08 100fLNEVD:W 9Fi$Os Oft F&VIEW 1sUMLas Drawing Sheet 5 L -4 Y4' / FT. OR Y4' / FT. GONG. OR BITUMINOUS PAVING GRADE NOTE: OR059 SLOPE SHALL BE DETERMINED BASED ON EXISTING DRAINAGE CONDITIONS AND AS SHOWN ON THE PLAN5. ALL PAVING AREAS TO BE b' DEPTH EXCEPT EMERGENCY LANE AREAS TO BE 8' DEPTH (SEE SHEET L -2 FOR EXTENT OF EMERGENCY LANE PAVING) EXPOSED AGGREGATE/ TROWEL FIN[! SEE DETAIL I FOR TYPICAL LAYOUT L-b W 1.4XW 1.4, WWR COMPACTED AGGREGATE BASE COURSE (GA -b) COMPACTED SUBGRADE NOTE: FOR TYP. NALK JOINTS SEE DETAIL 4, SHEET L-5 SECTION 'A' 5840228 STEEL PIPE RAIL5 STEEL PIPE P05T5 (PAINTED) NISH GRADE VARIES (SEE PLANS) CONC. FOOTING A �,,,- ) i 8' SMOOTH CONCRETE BANDING, TYP. ATYPICAL CONCRETE PAVING PLAN scale: iiw =1' -0e '.BUTT - TIGHT JOINT (CUT STONE AS NEEDED) P.G.G. SIDEWALK IIIIII" IIIIIII ---.I b ° SECTION 'A' RAMP PER PLAN SIDE SLOPE (BEYOND) DEPRESSED CURB ASPHALT SURFACE b' OR AS 5HOY44 ON PLAN ilz�i 2-tt4 BARS, T48, CONT. PLAN in_`�HANDICAPPED RAMP G Scale: 1/8" 0 1' -0" SMOOTH BAND TYP. WREGATE FINISH CONCRETE TYP. LOOM FIN15H RAMP AREA ,CE OF CURB 5 FL (VGSTONE N PATH DETAIL 2" X 2' X'4' TUBULAR STEEL TC 1", SO. TUSULF Ili• X I1]' X 14' STEEL S TOP OF STONE WALL RAILING No Scale TUBULAR STEEL POST, 5840228 NOTE: SURFACE FIN15H TO 15E SET SMOOTH AND DRAINAGE STONE (CA-11) JOINTS TO BE FLUSH TO EACH ADJOININ& STONE i AS NEEDED FIN15HED &RACE &BADE MIN. 2' FI.A&STONE EVERY POINT OF TANGENCY /CURVATURE LAID IN RANDOM PATTERN. 43" R MATCHED JOINTS AT, MAX Y &AP. P.G.G. SIDEWALK, 5' Q STONE (SEE SPECS) STONE SGREENIN&5. [W -2' " 41T�'�FE_ul• &RFNULAR BASE- b' MIN. GO�'AGTBD sue&RADe STONE BASE ' I� -1 � 1= III — III =1 I I SUBGRADE 54 5 FL (VGSTONE N PATH DETAIL 2" X 2' X'4' TUBULAR STEEL TC 1", SO. TUSULF Ili• X I1]' X 14' STEEL S TOP OF STONE WALL RAILING No Scale TUBULAR STEEL POST, 5840228 Scale: NTS DRAINAGE STONE (CA-11) - FINISHED GRADE W/O FINES FILTER FABRIC (ALL V RAILING L -6 EVERY POINT OF TANGENCY /CURVATURE ) 43" R " Y 5) SEE LAYOUT PLAN FOR EXTENT OF P.G.G. SIDEWALK, 5' Q STONE (SEE SPECS) '/- 14' " N PLANS EARTH BAGKFILL, COMPACTED at IL - 54 LLI — I I (CA -7 STONE UNDER PAVEMENTS) 1 SITE g� I fmmefineaeo Febr -Y2= SETBACK / BATTER � Dmu 6,1ldae ear. or.. 12° tmaa f c om �a 4 w 2 BID 15 FM 05 ^�,J_,�._ ✓ -< INV. ELEVATION VARIES SEE -OR- 2 #4 EPDXY COATED BARS, CONT. EXCEPT AT EXP. JOINTS 4' MIN. CA-6 x J 12F PLANS r STONE BEDDING (GA -7) BEYOND PLAYGROUND - N.T.5. 10' DIAMETER CONCRETE FOOTING NOTE: DELETE FILTER FABRIC DRAINAGE STONE FINISHED GRADE FINISH GRADE I I PLAYGROUND 4" MIN b° TOPSOIL In w ° � ° � LEVELING PAD b' COMPACTED CW5HED STONE EARTH BACKFILL, COMPACTED (USE GA -7 Q 5EGTION BB —III ��PLAZA TREE WALL STONE AND SOLID PVC PIPE UNDER 1 V —_) I— No Scale 5 FL (VGSTONE N PATH DETAIL 2" X 2' X'4' TUBULAR STEEL TC 1", SO. TUSULF Ili• X I1]' X 14' STEEL S TOP OF STONE WALL RAILING No Scale TUBULAR STEEL POST, 5840228 OUNTABLE CONCRETE: CURB J Scale: i/8, 0 1,-o, . r--FINISHED GRADE (VARIES) ENGINEERED WOOD FIBER SURFACING -°: "y- (olldbordtive.1 DRAINAGE STONE (CA-11) NOTE: 1) CONTRACTION JOINTS AT 15'0.r-. 2) EXPANSION JOINTS AT 60' O.G. AND FINISHED GRADE W/O FINES FILTER FABRIC (ALL V El I EVERY POINT OF TANGENCY /CURVATURE ) 43" R I Y 5) SEE LAYOUT PLAN FOR EXTENT OF CL L Cfs Q b" TOPSOIL to MOUNTABLE CURB PLANS EARTH BAGKFILL, COMPACTED at IL INSIDE PLAYGRO UND 54 �_T — I I (CA -7 STONE UNDER PAVEMENTS) 1 SITE g� I fmmefineaeo Febr -Y2= pmMd qx 060609 � Dmu 6,1ldae ear. or.. 12° tmaa f c om �a 4 2 ttb SMOOTH DOWEL BARS W/ GREASED GAPS AT EXPANSION JOINT BID 15 FM 05 ^�,J_,�._ ✓ -< INV. ELEVATION VARIES SEE -OR- 2 #4 EPDXY COATED BARS, CONT. EXCEPT AT EXP. JOINTS 4' MIN. CA-6 OUNTABLE CONCRETE: CURB J Scale: i/8, 0 1,-o, . r--FINISHED GRADE (VARIES) ENGINEERED WOOD FIBER SURFACING -°: "y- (olldbordtive.1 DRAINAGE STONE (CA-11) Ad* On* 60417 FINISHED GRADE W/O FINES FILTER FABRIC (ALL V El I '�f' / ) 51DES OF STONE) I Y — GA -II DRAINAGE STONE 4" PIA. PERF. PVC, PIPE UNDISTURBED 5U5GRADE INVERT ELEV. VARIE5-5EE CL L Cfs Q b" TOPSOIL to PLANS EARTH BAGKFILL, COMPACTED at IL INSIDE PLAYGRO UND ( f I I 1 (olldbordtive.1 5142 ft Street Ad* On* 60417 FINISHED GRADE Fml (847) 3299779 V El I '�f' / ) EXISTING SUBGRADE CD W Y C ; C CL L Cfs Q b" TOPSOIL to _ EARTH BAGKFILL, COMPACTED at IL —III _I — I I (CA -7 STONE UNDER PAVEMENTS) uj SITE g� I fmmefineaeo Febr -Y2= pmMd qx 060609 � Dmu 6,1ldae ear. or.. LR am BP tmaa f c om 4' SOLID PVC, PIPE (SLOPE TO DRAIN, MIN. 1%) 2• BID 15 FM 05 10M FEVIEW $Ram INV. ELEVATION VARIES SEE Drawing - 1— 1- III —III- PLANS — " STONE BEDDING (GA -7) BEYOND PLAYGROUND - N.T.5. NOTE: DELETE FILTER FABRIC "L4�x FINISHED GRADE LINING FOR PIPE OUTSIDE I I PLAYGROUND b° TOPSOIL In w EARTH BACKFILL, COMPACTED (USE GA -7 Q —III 1— I STONE AND SOLID PVC PIPE UNDER 1 —_) I— PAVEMENTS) 4° PERFORATED PVC, PIPE (SLOPE TO DRAIN, MIN. 1 %) 2' _T p. o i- INV. ELEVATION VARIES (SEE PLANS) I I , ,III III -I I STONE BE�DDIING (GA -7) C) f 0 - v O l IN LANDSCAPE - N.T.S. UNDEM/2- AIN DETAILS '�j a a j Scale: l '-D' -' ( f I I 1 (olldbordtive.1 5142 ft Street Ad* On* 60417 (847) 3299777 Fml (847) 3299779 V VJ 0 CD W Y C ; C CL L Cfs Q p CD tE SITE DETAILS fmmefineaeo Febr -Y2= pmMd qx 060609 � Dmu 6,1ldae ear. or.. LR am BP tmaa f c om BID 15 FM 05 10M FEVIEW $Ram WS f0EVIEN1 18 im 03 Drawing 7 LL-6 1 i 5840228 DEMOLITION LEGEND r ]n( \ \ Sterrn Y.H. � 1 ` 91 \\ \ \ [rn 67219 E LEGENDS L. / i l EX. PAVEMENT TO BE REMOVED \ \ \\ It . 672:;: .16■ Inv. 672.H N61 \ \ m B .1 \ G [m. 672.91 S6 \ \ \ irn. 672.17E EX. B' WATER SERVICE EX. 24' STORM SEWER M �y GRADING 01-#/7-4 EX CURB TO BE REMOVED Im. x71.19 sE 1 \ 1 \ Irn. 672.19. n /--�7 I I i- •, IX.8'SANRARY SEWER 1 \ \ EXISTING - -- - - -- f-- A - - -- -- -- - - - - - - -- --------------- - - - -_- ,\ i° = 3D' - I 1 - - - - � - -- -- 669.91 1 - CC p DRAINAGE STRUCTURE' DEMOLITION NOTES / \ s m . iJ ° m o -_n9 -- CONTOUR O1 EXISTING STORM STRUCTURE �== �� - -- -_ -� 662 : _ Tmim • 1 - i tm. 675. i, o TO BE REMOVED ---- - - - - -- --_ - --- --- - - - =HAZEL - Im. 674.11 G \ TREE - ____ -- _ - -- _ AVENUE Im. 671.69 11, - / •\ 67].97 ■ , / Um.m O2 EXISTING STORM SEWER TO -- `T o O BE REMOVED OR ABANDONED TZ� - -� STORK SEWER AS NECESSARY. - 6 / 8 _ ----- - - �,p'- i , -- • \ ! . - ?- SANITARY SEWER - - - -- - - - - -- _____ �= -)?-- COMBINED ED SEWER O3 PLUG EXISTING STORM SEWER AT _ -- -- - - -- -- - -- - - - - -- - -- -- -- - -- -- -_- -- f EXISTING MANHOLE .M. sso -___- WATER MAIN T/Mi m Irn. 67, Is 0 MANHOLE 4O CONTRACTOR SHALL TELEVISE Im- 66,;:796, O CATCl1BASIN DUSTING SEWER TO CONFIRM v. 670.92114 ❑ INLET SIZE 8 CONDITION. IF SIZE IS LESS \, �• \ /IX BUSHES TO a FIRE HYDRANT THAN 8. OR IS NOT IN ACCEPTABLE 10' e VALVE VAULT CONDITION AS DETERMINED BY _ r- 1 I Z / _" §E REMOVED 1\ G THE VILLAGE THEN THE SEWER SHALL a u� P _ LL BE REPLACED AS SHOWN ON SHEET C-4. 1 \t,1 o LICENCED MATERIALS CONSULTANT SAW TA PRIOPERTY LINE 00 13 666. Tl NY \\' `�� \ / w \�1 Inv. 6)9:25 V + - - -- 667.09 SE \ \ "1 \•�� O o", �l EX. 4' STORM SEWER EX. SANITARY SEWER / �` )' // / , \._` - 4 / - " • \''1 . EX \8 SANITARY SEWER. ' -1 7` \\ m \ 1 e 9 SILT FENCE (TYP.) \ \ T/Nim 676.01 ` `' \ A ' / 1"" ` A V \ �• A Inv. .66.50 1- I 66669.1° N4 1 `\ `661_x_: - 6 _ 666.11 SE I 'r - 71y EXIANG PARKING L TO /_ r \\ \ \\ \ 674 -- ® \� \ BE R�MOVEO_m--___ - ° / I�iies2sr A _ 0 - - .. O 'SAW CUL ` _ O �" � .L Ex CABLE N LINE{ TO BE / I , \ L \\ \\ sY - /Rlro 6rs. 91 ABANDONED _ Li �__ Im.l 679.22 ra EX.1'DRINKING � - _ _ EX. SEVYER /� -I - tnv.� ].T6• __ --- -_____ sfe - -- -- ---- ' - r 8 8 -1-56 _11.02 E A FOUNTAIN SERVICE - _- - m-- - -- -�- - - - -/; O 7 / - 1 ) i `,TO REMAIN v orl \ \\ , E C B_STORM SEWER_ - - -- -`[ d- -- \1 \\\ \` J ;' /\f \ Y /, Z �`/II, n = . Imam 676.69 a» EX 28'STORM SEINER 619.70 \ \ ° / - -- -6,5__ ` . �--- 2 j \ �,_ _ i : S�tW CU7 (APROX. LOCA_ON) ,\ \\ J -VV \I_ _ I �(��c _ _ s� T Rim 6 9.6 \\\ \` 1 ATP \ G /�� I i 1 ; c' EX. DRINKING, /- ;SI I Im. 6755611 EN FOUNTAIN r/Rim 696.27 A tc -__ T /Kim 617.61 = /die O `/.` I_ 679.Ib Ni 6ri� -' Q6 , \ \ O 1 / / / /,fi ,/•. , Im. 67].21 E .,. .N. EX. LAWN TM 671.70 \\ \\ �I(( �e�y ��6 >•_ ,/ � - 667.56`$5EV Irn. 667.86 SE \\ \ /� Im. 67071975.56 6Je., 70 BE REMOVED f 1 I Im. 66].65 N6 % l - / uAWCUT i �� (� Y� Inv. 66].62 ME , \\ \ '' - : ,' Im. 66T.00 E 19 \ \\ \\ O / Y r'- _ EX. B' STORM SEWER Inv. 667.16 • \\ -_ \\ \ `' % / Im 612. t0 - --- -` \\ \ \�`\ 669.71 S6 / I 0.70 NE - -; __` y % ii II • EXISTING BASEBALL dr �i 1\ D jr NJ o DIAMOND Rtm sT7.g7' r1 II \\ 4 / / / i EX. 27' STORM SEWER � inr. tat • ss s t � , v ; 11 (APPROXIMATE LOCATION II ° \ - NOTE: NOTE: TOPOGRAPHIC INFORMATION & DATA IS SEE SHEET L -1 FOR TREE PROTECTION, TAKEN FROM PLAT OF SURVEY PREPARED REMOVAL AND LIMIT OF CONSTRUCTION BY MARCHESE AND SON, INC. FENCING. 04c 0 11- 0 r a s 1't i IB(11 �iJi1 Fu (88121 1 DANDB, CBSANEY COMPANY CONSULTING CIVIL 040WE B MSM7a m.M .LIAR Kf n :am am.�omn U �L 4.0 cn L 2 c O ( C cc 7 ^ D E V`J 2 1a) N N o LE W cl 9 EXISTING'CONDITIONS AND DEMOLITION PLAN Obah9a 2-3 -05 R41a6 66947166 a- C26696s R III, 6C RJL J J. RJL e.t66s, � 8(D 2 -15 -os 100 % REVIEW 2-9-05 Drawing Sheet C-1 O PLUG IX. WATER SERVICE AT 8' MAIN. / / �{ %-' q 11 \ I I - 1 - -: 1 �' O8 EXISTING WATER SERVICE AND BUFFALO BOXES ` `` __ - t- / TO BE REMOVED OR ABANDONED AS NECESSARY. , ) , ,\ - �1_ O7 REMOVE OR ABANDONE EX MANHOLES ) , - -� \ / ------ A NEW SEWER WILL BE INSTALLED v EX. 4 " v J ( (`, - - �(•\ O REMOVE EX LIGHT POLE AND STORED FOR REUSE 8 8 1 1 - `\ 8 ----, � ' '•\ ( ( I I _ _�) , 1\ -�- ; I IN NEW PARKING LOT. (SEE SHEET C -0) I IX. 8 NITAFZ� SEWER 1 a 1 - -- R REMOVE EX. POLES 8 OVERHEAD \ l l I I I II A O O9 EXISTING PARKING LOT BASE COURSE MATERIAL SHALL ( ( \ 1 ! ! --\ . i I I I I `•, I I BE REVISED IF DETERMINED TO BE ACCEPTABLE BY A C CU 666. Tl NY \\' `�� \ / w \�1 Inv. 6)9:25 V + - - -- 667.09 SE \ \ "1 \•�� O o", �l EX. 4' STORM SEWER EX. SANITARY SEWER / �` )' // / , \._` - 4 / - " • \''1 . EX \8 SANITARY SEWER. ' -1 7` \\ m \ 1 e 9 SILT FENCE (TYP.) \ \ T/Nim 676.01 ` `' \ A ' / 1"" ` A V \ �• A Inv. .66.50 1- I 66669.1° N4 1 `\ `661_x_: - 6 _ 666.11 SE I 'r - 71y EXIANG PARKING L TO /_ r \\ \ \\ \ 674 -- ® \� \ BE R�MOVEO_m--___ - ° / I�iies2sr A _ 0 - - .. O 'SAW CUL ` _ O �" � .L Ex CABLE N LINE{ TO BE / I , \ L \\ \\ sY - /Rlro 6rs. 91 ABANDONED _ Li �__ Im.l 679.22 ra EX.1'DRINKING � - _ _ EX. SEVYER /� -I - tnv.� ].T6• __ --- -_____ sfe - -- -- ---- ' - r 8 8 -1-56 _11.02 E A FOUNTAIN SERVICE - _- - m-- - -- -�- - - - -/; O 7 / - 1 ) i `,TO REMAIN v orl \ \\ , E C B_STORM SEWER_ - - -- -`[ d- -- \1 \\\ \` J ;' /\f \ Y /, Z �`/II, n = . Imam 676.69 a» EX 28'STORM SEINER 619.70 \ \ ° / - -- -6,5__ ` . �--- 2 j \ �,_ _ i : S�tW CU7 (APROX. LOCA_ON) ,\ \\ J -VV \I_ _ I �(��c _ _ s� T Rim 6 9.6 \\\ \` 1 ATP \ G /�� I i 1 ; c' EX. DRINKING, /- ;SI I Im. 6755611 EN FOUNTAIN r/Rim 696.27 A tc -__ T /Kim 617.61 = /die O `/.` I_ 679.Ib Ni 6ri� -' Q6 , \ \ O 1 / / / /,fi ,/•. , Im. 67].21 E .,. .N. EX. LAWN TM 671.70 \\ \\ �I(( �e�y ��6 >•_ ,/ � - 667.56`$5EV Irn. 667.86 SE \\ \ /� Im. 67071975.56 6Je., 70 BE REMOVED f 1 I Im. 66].65 N6 % l - / uAWCUT i �� (� Y� Inv. 66].62 ME , \\ \ '' - : ,' Im. 66T.00 E 19 \ \\ \\ O / Y r'- _ EX. B' STORM SEWER Inv. 667.16 • \\ -_ \\ \ `' % / Im 612. t0 - --- -` \\ \ \�`\ 669.71 S6 / I 0.70 NE - -; __` y % ii II • EXISTING BASEBALL dr �i 1\ D jr NJ o DIAMOND Rtm sT7.g7' r1 II \\ 4 / / / i EX. 27' STORM SEWER � inr. tat • ss s t � , v ; 11 (APPROXIMATE LOCATION II ° \ - NOTE: NOTE: TOPOGRAPHIC INFORMATION & DATA IS SEE SHEET L -1 FOR TREE PROTECTION, TAKEN FROM PLAT OF SURVEY PREPARED REMOVAL AND LIMIT OF CONSTRUCTION BY MARCHESE AND SON, INC. FENCING. 04c 0 11- 0 r a s 1't i IB(11 �iJi1 Fu (88121 1 DANDB, CBSANEY COMPANY CONSULTING CIVIL 040WE B MSM7a m.M .LIAR Kf n :am am.�omn U �L 4.0 cn L 2 c O ( C cc 7 ^ D E V`J 2 1a) N N o LE W cl 9 EXISTING'CONDITIONS AND DEMOLITION PLAN Obah9a 2-3 -05 R41a6 66947166 a- C26696s R III, 6C RJL J J. RJL e.t66s, � 8(D 2 -15 -os 100 % REVIEW 2-9-05 Drawing Sheet C-1 534(1228 \k REMOVE EXISTING DEPRESSED CURB \\ \ 1 AND REPLACE WITH B-6.12 CURB & REMOVE EX. CURB & GUTTER LEGENDS GUTTER TO MATCH EXISTING &REPLACE W/DEP. CURB I i \ \ 11 \ \ 1 SAW CUT , , MEET EXISTING GRADING \ �-Jr - -�\ _ __ ___ ___ I i EXISTING PROPOSED--- - - - - -` --1 - -- — _ — _ — — 6U -.o— -- -- — - - - - - -0 -- _ - - - -li i -1 - =t - Q DRAINAGE STRUCTURE 1• =30' �a - =- =� `_e=-- - -- -ee - -- d• _ i. ��' _ o DRAINAGE SUMMIT �--�� _ _fL HAZEL _ _ _ _ -- / • -- -- AVENUE DIRECTION OF FLOW , 681.40 �\• / y;•�� -- EET EXISTING - +,. _ - - -- _�\ SPOT ELEVATION ice' > , �� ET EX. 5 �r -------- -- - - -- ( _ —679 -- - -- - - - - - -- r - CONTOUR —684— - - - -- __ - --- -" I .::.. ..:.:.. :..........: ..: ..:. ' o OVERFLOW ROUTE ? 50 0 TREE O _ /!{\ / i Jai i r � 'ice ' ` •6L�� \� II 1 PAVEMENT DESIGN moo PARKING LOT II.\ / 1 1lJI I) 3Z `"/'�snT' 92Y , erg-- .V- is- �c- ••r,-'Y s ii / �"'�. 11,1 If i e � •au3Y E,E"' �, E� 662A0 , ; W 1 12• BIT. CONC. SURFACE CRS. SUPERPAVE N50 1 12• BIT. CONC. BINDER CRS. SUPERPAVE / �L_ _ {- s 'I / \ 1 ( .,.. r - tee' >y / g 5- _��- •_ - =�- ate: 8• AGG. BASE COURSE, TYPE B I �1 11 Z ! ``I --• _ - � a�'-�� j #'�•��= '-''� �cyr� -„G. L �_ f � >Z I ' SIDEWALKS 11 m; �jI j \ Y'�cr t z c I I PROPOSED SIDEWALK / - I �\ ``� _® �' .� r h� • I P, ` r -- (SEE L SHEETS FOR DETAILS) _ %1 \ 1•, f•- $ I ¢ ov T. .8681102 \ \\ \ MEET EX. I 681. eN O P. 680. �� `� Ptseo 90 � 90 ''•\ o-• o '� , • a`sa o � - O � / � = \ � � '� -_- • •.`:: 680 0 .: \ ?DEPRESSCURB.��',\ \ - I 1 FO FR L 1 TdH IX. GRADE AT BO OF WALL Oj - _ •,� -- _ I It A \\ \\ \\ q a \ \ PROP. RETAINING .:- : BAST y \ \ PROPOSED DETENTION N \\ \\ \\ (SE l SHEETS FOR DETAILS) _ , b / _ __ / _______ _ \ . \1 \\ \ _ % \ °• - / °� s� 1 0 \ HIGH WATER = 678.50 p\\ \ ° - '` - - VOLUME = 0.793 AC.FT. 7 MEETb(ISTIIIG \ \ 0 878.2 Q 1 1\ O _ - :-FijM.. '.=.yjMl'..:- `.::r: / I` / -978.50 �P O \ _ --- RIM 1 1 - i7 :.:.;''!.n - RIM \ — 0 Q `- G '� 676.501 a 676.30 Z :.e E;.. . fi7�B 678.30 �7�` RIM � 0 ,J� : #!• �:f.. V /,P- \\� -r.. _�%...:.. -..:.. / 1 678.BJ 676.30 I % rl_ i - T 679.a �''�ati �__; ' \\ i }\ & bf•' -- ..ice.:- .:.:.; .:8:.. - - 679. fi78:fip- - '� I` 8 I \ \\ \\ \ '`._ % - j.:. ' / �`• - i= ` �8 RIM .:. :...:.... 1 ' 5 4 _ i' / `e�,_ 76.0 i � 678.41 79 � • _�� _ - \ \lam e,Ig,�P I ' §6 �; I _ 1 1\ 1 I `� I \ I PROPOSED STEPS -- __ -Q.% _ -� I _ / ® E ^\ \ \ 8773 I SEE LANDSCAPE 677 ve j� •c, \'?/ \ 677.e I / , 1 i DRAWINGS U \\ ` . 71 `.. a `, i 9 TCH EX AT -oe 8 .9 I O % t ' 1 /''�_�_ BOTTOM OF ALL 100 YR OVERFLOW \ 878.4 878.5 a _4 , NEET EXISTINGi l ' PROP. RETAINING WALL MEET EXISTING i ! �- \\ \\ j ° l �I,r _ (SEE L SHEETS FOR DETAILS) PROPOSED BUILDING SHELTER EXISTING B DIAMOND MEET O EJOST ING /'- , `' • ' I ' ROVIDE HONEYCOMB v 1 ,'I III I VIII 1\ \\ 1\ SLOPE STABILIZATION II �k \1 \\ I \ AT OVERFLOW. GEOWEB OR APPROVED \ \ \\ 1 \\ v O o`. / EQUAL Ov NOTE: U NOTE: SEE SHEET_ L -2 n A as \\ i1 - FOR GEOMETRICS OF PAVENT Y� b TOPOGRAPHIC INFORMATION &DATA IS AND WALK AREAS. TAKEN FROM PLAT OF SURVEY PREPARED BY MARCHESE AND SON, INC. ( II 1 1 � 1 5%2 YID 11W alI* b* mum � ram ata•9fl9 DANDD: CRFANEY COMPANY m�uL�o ava eoOgFns �m wT®+amc om� U •L _Ile — 0 L_ c Y T O � L •c c N N A�A'' W 0 N 0 GRADING AND PAVING PLAN p dk_ 2 -3-08 ReMa6 pnyptl Orm puWO A 0A 9A RJL J.J. R.N. raa� d 9a. 8►n 2 -ts -os 100 % REVIEW 2 -9-08 Drawing Sheet C-2 TYPICAL CONSTRUCTION SEQUENCING 1.) INSTALLATION Of SILL EROSION AND SEDIMENT CONTROL (�ES�) NjgS . ✓<) SELECTIVE VEGETATION REMIOVAL FOR SILT FENCE INSTALLATION b.J SILT CE INSTALLATION CONSTRUCTION FENGNG AROUND AREAS NOT TO BE DISTURBED d FEN STABILIZED CONSTRUCTION ENTRANCE 2.) TREE REMOVAL WHERE NECESSARY (CLEAR 6 GRUB) 3J CONSTRUCT SEDIMENT TRAPPING DEVICES (SEDIMENT TRAPS, BASINS, ETC.) 4.1 STRIP TOPSOIL AND GRADE SITE 5.) TEMPORARILY STABILIZE TOPSOIL STOCKPILES (SEED AND SILT FENCE AROUND TOE OF SLOPE) 6.) INSTALL STORM SEWER. SANITARY SEWER WATER AND ASSOCIATED INLET a OUTLET PROTECTION 7 -) TEMPORARILY STABILE ALL AREAS B.) INSTALL ROADNWYS 9.) INSTALL STRUCTURES 103 PERMANENTLY STABILIZE ALL AREAS 11.) REMOVE ALL TEMPORARY SESC MEASURES AFTER THE SITE IS STABILIZED WITH VEGETATION NOTE: SOIL EROSION AND SEDIMENT CONTROL MAINTENANCE MUST OCCUR EVERYONE WEEK AND AFTER EVERY 1/2 INCH OR GREATER RAINFALL EVENT 5840228 REMOVE EXISTING DEPRESSED CURB \ 11 \\ AND REPLACE WITH B46.12 CURB 8 REMOVE EX. CURB & GUTTER GUTTER TO MATCH EXISTING 8 REPLACE WIDER CURB I 11 \ D \ 111 SAW CUT ,1 \ �_ -- 11 f) 1 1 1 MEET EXISTING I j ' 1` c c - >__ -! _ice ! \� - - - - -- - - - -- .� i _� ��• ° i AT =HAZEL _ ` _ _ AVENUE 7-7 ____ - - -_ - =_ -® ET EXISTING -- ` - -- 7777; d \ - -- -SAW CUT _ T 88218__ -- o MEET'EX. C. 10,21 0 2.30 •`\ ' � ' NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM INPDESI PERMIT NOTES (( 1\ G 1 \`'OQ.. '' j� ___ - r f ..682.80 NATIONAL E.P•Aa I I I. THE EROSION CONTROL PLAN SHALL BE RETAINED ON•BRE AT THE FACILITY WHICH GENERATES 1 \ \ T \ f3 i ./� \ _ - / .682.3\ 1. _ �, THE STORM WATER DISCHARGE- ^` 1' { I '\ 662.00 \ 68,.6 oYQ6e,.6o'- - \ 2 THE PERMITTEE SHALL MAKE PLANS AVAILABLE UPON REQUEST FROM THE IEPA OR A LOCAL ,.('f AGENCY APPROVING SEDIMENT AND EROSION PLANS, GRADING PLANS, OR STORM WATER ' \i Q I I i ,; ` MANAGEMENT PLANS. \ 1 1 , I I ' �/ 681. 881.80 3. THE [EPA MAY NOTIFY THE PERMITTEE AT ANY TIME THAT THE PLAN DOES NOT MEET ONE OR \11\ 1 \\ 1 O I I �' MORE OF THE MINIMUM PLAN REQUIREMENT& SUCH NOTIFICATION SHALL IDENTIFY THOSE �!-.0 L 1 � I I I E E.P. 6 1� ,p, 88200 Lu ,''\ I \ j PROVISIONS OF THE PERMIT WHICH ARE NOT BEING MET BY THE PLAN, AND IDENTIFY WHICH / ' 1 1 I ' �� m '- J U PROVISIONS OF THE PLAN REQUIRE MODIFICATIONS IN ORDER TO MEET THE MINIMUM \� \ _ •`I ` REQUIREMENTS. WITHN 7 DAYS FROM RECEIPT OF NOTIFICATION FROM THE IEPA THE PERMITTEE \ iL1 ---) _ i' � g SHALL MAID: THE REQUIRED CHANGES TO THE PLAN AND SHALL SUBMIT TO THE IEPA A WRITTEN I 1 TERM FICATION THAT THE REQUESTED CHANGES HAVE BEEN MADE FAILURE TO COMPLY ' 1 \ Z Y TERMINATE AUTHORIZATION UNDER THIS PERMIT. 1 1 mi 4. QUALIFIED PERSONNEL (PROVIDED BY THE PERMRTEE) SHALL INSPECT DISTURBED AREAS OF THE / ( -" -- -� CONSTRUCTION SITE THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES. I 1 I 1 ® r -_ , •- AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN TEMPORARY SEEDING SPECIFICATION 1 ( I J I'`, CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER J OR EQUIVALENT SNOWFALL \ \I rir _ �• 6` I Z 5. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO SPECIES b RATE RATE am 1000 sq. R SEEDING PERIOD I\ 1 \\ T.C. 1.40 `�\ PRECIPITATION SMALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR POLLUTANTS 8 \ - -� '\ I OATS 90 Bx Z ms. EARLY SPRING TO JULY 1 - -� -P- 0.90 ENTERING THE DRAINAGE INSPECTED FOR EVIDENCE O SEDIMENT CONTROL NTI MEASURES FOR. IDENTIFIED ) \ \ �sI• ` �\_ `�' I I IN THE PLAN SWILL BE OBSERVED 70 ENSURE THAT THEY ARE OPERATING CORRECTLY. 1 ' }'-Q I \ I WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN CEREAL RYE 9016x. 26s. EARLY SPRING TO SEPT. 30 \ \ !r� ` �._ RIM- %' 881.40 \ WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO WHEAT BO lba. 2 ms. EARLY SPRING TO SEPT- 30 , 1 J RECEIVING WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED 1 E- .680 .80 FOR EVIDENCE OF OFFSITE SEDIMENT TRACKING. PERENNIAL RYEGRASS 25 ft. 8 Las. EARLY SPRING TO SEPT. 30 \ \ 6. BASED ON THE REBUTS OF THE INSPECTION, THE DESCRIPTION OF POTENTIAL POLLUTANT ( MEET' �� SOURCES IDENTIFIED IN THE PLAN SHALL BE REVISED AS APPROPRIATE AS SOON AS PRACTICABLE AFTER SUCH INSPECTION. SUCH MODIFICATIONS SHALL PROVIDE FOR TIMELY IMPLEMENTATION OF ANY CHANGES TO THE PLAN WITHIN 7 CALENDAR DAYS FOLLOWING THE INSPECTION. - _ _ % �' \ • L_ 680.70 L- 0 �� ` 7. A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAMES) AND QUALIFICATIONS OF = i T.C. 681.40 .881:40 CA �- PERSONNEL MAIONG THE INSPECTION, THE DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS `\ ' �� - .P. 680. E - ,p- 680.90 \ �\ M RELATING TO THE IMPLEMENTATION Of THE STORM WATER POLLUTION PREVENTION PLAN, O O '' \� gS0,9O , EDt' - \W„� - AND ACTIONS TAKEN IN ACCORDANCE WTTH THE PARAGRAPH ABOVE SHALL BE MADE AND t Q i / - -- RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE ° O -` �� 880 0 O "`•� - C" YEARS AFTER THE DATE OF INSPECTION THE REPORT SHALL BE SIGNED IN ACCORDANCE '`\ _ .BO - \ WITH PART VI.G OF THE PERMIT. 8. THE PERMITTEE SHALL COMPLETE AND SUBMIT WITHIN 5 DAYS AN INCIDENCE OF NONCOMPLIANCE' o' ',q / \ ^ 681.20 ' \\ (IOM REPORT FOR ANY VIOLATION OF THE STORM WATER POLLUTION PREVENTION PLAN OBSERVED a \ �_ \J / 681.30 DEPRESS .y - .I DURING AN INSPECTION CONDUCTED. INCLUDING THOSE NOT REQUIRED BY THE PLAN. SUBMISSION WIL FOR OV SL BE ON FORMS PROVIDED BYT1E IEPA AND IN SPECIFIC INFORMATION ON THE CAUSE \ ,� �' _ _ --'� SILT FENCE 1 OF NONCOMPLIWCE, ACTIONS WHICH WERE TAKEN TO PREVENT ANY FURTHER CAUSES OF \o ,,1 •� n/ _� `} (TYP.) NONCOMPLIANNN AND AS IA EMEN I UL AIUNG ANY ENVIRONMENT AL IMPACT WHICH MAY NAVE RESULTED FROM THE NONCOMPLIANCE TCH EX. GRADE - \ AT BO OF WALL ° 1 \� \ / / 1 " O \ \ � of PkOP. RETAINING \1 \\ 11 \ \ (SEt4SHEETS FOR DETAILS) J l 679. ` �o. g5 / A PROPOSED DETENTION BASIN \1 \\ i _� -yea--- / 6 O r - HIGH WATER = 678.50 /' VOLUME= 0.793 AC.FT. X13 \� \ 679.20 MEET'�T1I1G_ o --- cp,: , \ 2- _ - -\ " i / / I ' 678.A / ��B \�W BALE (IYP.) so 0�`P� \ 1 O' 1 \ - _ _ 0 0 _____ ____ "'°'°- an "87s•�D 87.49 -- - 879.1_ 879.41 879.41 679.00 1677.8 \ / •- . 1 11 �, � 7 .. 1 ' �\ \ \\ \� 1 -_ 879.48 • .`s "F 677.3 � "� • / 878.8 J879. 1 1` \ ° / v 878. ,6879.52 .FIN. �t�. =679.5 \ ` ` \, 6 • ■ .50 79.47 _ --------- PROPOSED STEPS 87 I j \ ��1 SEE LANDSCAPE )t'' ` I 6!•1 `- - DRAWINGS TTOM OF ALL \ 878. 878.5 I 11 \ `( 100YROVERFLOW I I O F"� �6 - r ' SI FE CE (TYP.) r - \I ( = " i MEET EXISTING c; ''> MEET EXISTING \\ ,' , _ .;! -.� PROP. RETAINING WALL _ 1\ (SE \\ \\ \ o \ ,' i� , f -- E l SHEETS FOR DETAILS) / _ - `879. ----- ) I� -1 \. \ PROPOSED �' II EXISTING BASEBALL SHELTER � II 0 o BUILDING e. DIAMOND MEET 11 - •1` `' 'j II 11 1�� \/ ROVIDE HONEYCOMB EXISTING VIII L \ i :';`y 11 SLOPE STABILIZATION AT OVERFLOW. I T G) ' GEOWEB OR APPROVED 9 3 EQUAL CERTIFICATION STATEMENT FOR JEWETT PARK IMPROVEMENTS n S� SIGNATURE OF GENERAL CONTRACTOR +Ld 9 CERTIFY UNDER PENALTY OF WW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPEDS) PERMIT OLR10) THAT AUTHORIZES THE PRINT NAME AND TITLE STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION' COMPANY NAME. ADDRESS, AND TELEPHONE NUMBER 514! tlah Stred (� i�l•i111 FII 18411 u49118 DAMM CBEANSY COMPANY CONSIII. IIIG =%�m U �L .�1 cn L 6 y O ^cu cu 0) i L ^Ql� W STORM WATER POLUTION PREPVEENTION codhm 2 -3-05 IN)rt 6 OsgpsO Dr cbcm Ib 10 A RJL J J. R.H. BIAtm Ka D" Ito 1 - 100 100 % REV RiW 2-9.05 Drawing Sheet C-3 1 I r RESTORE PARKWAY WITH MINIMUM I I II p STORM SEWER DATA SANITARY DATA cr \ \; s7m N.x_ TS: ^' ' 6'TOPSOIL AND SOD 1 111 O CONSTRUCT NEW 6P DIA MANHOLE O �. M.N. (11 la ; \ \ 672.16E "I° "`2TD� MATERIALS AND THICKNESS AS S t CONNECT TO EXISIiNG BY MACHINE 1 Im. 613.16 w I coRING XoLE w ousnNG WAEL of T/fl m 660. \ \ s N.H. I II OVER OUSTING STORM SEV661 OUSTING \\ I EXISTING I �N LEGEND INV- t868.6 CONTRACTOR SHALL STRUCTURE INV m671.00,RFPAIR IM. 672.,. Nr\ 1 \ \ f1 F�ti EX 24 STORM SEWER d ( 1- 673.51 sr \ \\ \ \ IM.° 612.1 T E EX. B" WATER SERVICE EX_ B° SANITARY SEWER � I 1- = 30' m. 6,3.1. SE \ \ \ IM. 172.19 ■ FIELD VERIFY EJ(ACT LOCATION AND OUSTING HOLE FROM OLD PIPE 1 . �u.� DEPTH PRIOR TO ANY CONSTRUCTION AND REWORK CONCRETE BENCH ---- - - -_ -- I - - _ -- - -- - - - - - - - - - - -- -------------- - - - - -- Inv �m6T5.791N AS NECCESSARY• - - - - - - -- - - -- - ---- - - - -�/ Q Im. 615.]2 E -- }- STORM SEWER O 32 LF., 10'RCP ®25% _ - Im. c75.00 -r- O 210 LF., B" PVC SUR 28 @1.00%• "o 125 ----- ��- �__� -_�_- �- - - - -- - -- }- SANITARY SEWER -�_ O135 LF 17 RCP�t.ao% AZEL--- - - - - -- - - - - -- _ snw cur AVENUE Inv. 6117.695 O 183 LF., 8"PVC SORffi ®1.00%' - - - - _ - Irn. 6T3.9i! � -� }- COMBINED SEWER O 145 LF., 17 RCP ® 1.77% - L O �_-z o O 15 LF., 4" DIP SDR 28 ®1.00% _= WATER MAIN O 11 LF- 10' RCP ® 2AO% • .�5 1�"a T SO 27 Lf., d• DIP c 200%" c a c c c QO MANHOLE eO OB 10 LF., 7 DIP @1.00!6 - - -_- __-- _ - - - -- _ -- - - - -- -- 8 5 LF., a• DIP Q 200%^ N.H. N CAP EXISTING 4' TER -- -- 1 Q CATCHBASIN O O 8• VALVE BOX T/fl im 6 .1 SERVICE ®�A141N I ❑ INLET iM. 610.f9 V / .ft 1 V I I • I ° Inv. 611.16 / /`• ` A FIRE HYDRANT A O 54 LF., B" PERF PVC ®0.5096 BID ALTERNATNE A tM. 670.93 N{ Z 1 p� ,� J I I ED VALVE VAULT 8 O 73 L.F., r PERF PVC ® 0.50% BID ALTERNATIVE B 11 ` \_ `T 1 00 �/ 11 8- D.I. WATER MAIN ON OUNDATION STANDARD ll LIGHT POLE X t0 75 LF., 8' PERF PVC Q.0.50% 11 , I ' I \ O \ II o UTILITY POLE • 11 70 LF., 8" PERF PVC @ 0.50% 12 65 LF., 8' PVC ®1.00% MIN. / \1i\ -� / 1 11� II I ILI 2 13 1B LF.. 8" PVC C 1.00% MIN. 11 m C -� I 1 u 55LF.,8"@o.60 %MIN. CONDUIT LEGEND I 1 _C j 1 LOCATE CONDUIT j 1'BEHIND CURB I __ 1S B' PERF PVC ®0.50% MIN. O 3M" RIGID METAL CONDUIT WITH (3) A 10 AM TXNN AND(1) 010 GRWND 2 66aT0 SAW CUT .r1 sn.m I J I II 18 2.7C ORIFICE RESTRICTOR 2O 314" RIGID METAL CONDUIT WITH (2) 010 AM THAN AND (1) 6 10 GROUND I 17 ADJUST EXISTING RIM ELEV. T677.60 To 677.50 RESTORE PAVEMENT WITH SAME mnr �I MATERIALS AND THICKNESS AS AM 18 30 LF. 8•PVC ®0.50% EXISTING 1 I 5 10 REMOVE EX. POLES 8 OVERHEAD WIRE 6• 90• BEND PER COMM. ED. REQUIREMENTS. po .._ O \ \ \ \�L O ...6' -.1. awe Irn. 661.09 SE \ \ \ \ a 610.50 an., Q m 610.20 \ \ \\ \ \ \ \\ n a S-BGX 7 O \\ \ O 0 3 4 EX. 8" SANITARY SEWER J YTYPE C P R A I \ WATERS C e76ao CONNECT YG D \1\ \ 1\ T /Rlm 676:01 \ \ l - } UNDERDRAIN. SEE ° ) .... \\ A IM. 666. s0 ar \` V. =675.60' 675.80 \\ \I Inv. 66669.16 HE C \ Alm 0 616.10 666.71 sE ° \ \\ nr,n ens: \ \� O ° 1 \\ \\ \I ° o \� \ to \I \ Q \/ 0 S' x 6" E \ : \\ o° \� \ ryM .,e en.n T•.a 6 „l. _ O n..n 6 13 i 3 e.R cae • O 01 Rlm 676.10 U Z \�\ \`\ IX. 24' STORM SEWER 1 6 r.rc 6n.1s 9 1�- O . \` m \\ ; wr.. or.l.. e ■ - - 4 : . NEW 1" COPPER DRINKING \ FOUNTAIN SERVICE 10 � CONNECT TO EXITING Jl \\ \\ o FIN. FL = 679.5 17 \ i N. 11\ \\ \ \\ m 7 0 \\ \\ \1\ ■ ■ ■ 679 /R _ _ I Tlm 6 1\ `\ ° - 16 - _ � Inv. STS. E6 \\ \ B ° I /Rim 686 O PROPOSED 2 . BUILDING o irw. ss6. N• ° 0 1 STR,FNRE im 667 s6 /film 613.0 \\ \� /�er.y Irn. 667.. 27'SE I I Im. 663.86 SE S."./ 'ue•'�O •= IM. 670.79 S." ° Irn. 661.65 Nr \ \\ \ / I m .m m.x. • 1 • a-.S �- Inv. IImm. . 66667..0201 E E IY \\ 1 \\ \ \ \\ \ \ \ \\ r 0 // / IMrn . . ,rc 6n6xT0n ' n• n f,f-00 rm , liTTl.W � 67& / Im 6 3.0 667.36 tl j 671m ,10 666.7 sr 7o HE 1 0 l II I r -- 11 • IXISD A DIAMOND BASEBALL II ° T /film 671.67 ` II EX. 27• STORM SEWER PROPOSED YARD HYDRANT IM. 671.66 S ! II (APPROXIMATE LOCATION) 2" COPPER IRRIGATION II \\ Y O 0 PIPING 120. 20A, 1 PHASE CIRCUITS TO SITE 1 \ \0 0 CONTACTOR. 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'310. - 03,39X0] X31. 0.11135 113S Cllt -tl NVN33N 39.01 3Ttl, 3103 13S!!O ONV SWI123S 313tl3x00.03=013If 15VOINd WI. C313ntl1SNO0 39 11VMS 3MINIVN 1310N 1 1 1 J GENERAL NOTESSPECIFICATIONS • .. SAN tab"m w LIM A. GENERAL �L .5840228 1. EARINWORKAND PAVING SPECIFICATIONS THE ILLINOIS DEPARTMENT OF TRANSPORTATION 'STANDARD 12. SEWERS CROSSING WATER MAINS 21. FINAL FRAME ADJUSTMENTS THE PAVING CONTRACTOR SHALL MAKE ALL NECESSARY FINAL THE CURB ABUTS AN EXISTING CURB, A SIDEWALK FOUNDATION ^cu ILL L SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION', HORIZONTAL SEPARATION - WATER MAINS AND SEWERS: ADJUSTMENTS TO EXISTING AND PROPOSED FRAMES, GRATES, WALL OR OTHER STRUCTURE' LATEST EDITION. AND ALL ADDENDA THERETO. SHALL GOVERN THE EARTTMIORK AND PAVING WORK UNDER THIS A) WATER MAINS SHALL BE LOCATED AT LEAST TEN FEET LIDS AND STRUCTURES TO MEET FINAL FINISHED GRADES. S. CURB AND GUTTER SHALL HAVE SAWED CONTRACTION JOINTS AT CONTRACT, EXCEPT AS MODIFIED BY THESE SPECIFICATIONS. (10) HORIZONTALLY FROM ANY EXISTING OR 22 RECORD DRAWANGS MAXIMUM INTERVALS OF 20 FEET AND Y4 INCH FIBER EXPANSION GENERAL NOTES PROPOSED DRAIN, STORM SEWER SANITARY SEWER EACH CONTRACTOR AND SUBCONTRACTOR SHALL MAINTAIN AND JOINT AT MAXIMUM INTERVALS OF 80 FEET. TkYlpk Dino 0MCke5 Z. UNDERGROUND SPECIFICATIONS COMBINED SEWER OR SEWER SERVICE CONNECTION. KEEP UP TO DATE A SET OF'RECORD DRAWINGS' SHOWING ALL SUBGRADE ADE ALL B g SUBGRADE SHALL BE FINISHED TO DESIGN SUBGRADE ELEVATIONS THE STANDARD SPECIFICATIONS FOR WATER AND SEINER MAIN CONSTRUCTION IN ILLINOIS'. LATEST EDITION, SHALL GOVERN B) WATER MAINS MAY BE LOCATED CLOSER THAN TEN FEET CHANGES FROM THE ORIGINAL PLANS. ALL CONTRACTORS AND SUBCONTRACTORS SHALL DELVER THE "RECORD DRAWINGS' TO BY H RK CONTRACTOR CONTRACTOR FINE GRADING FOR 1!9 THE UNDERGROUND WORK UNDER THIS CONTRACT. EXCEPT AS TO A SEINER LINE W HER THE ENGINEER AT THE CONCLUSION OF THE PROJECT. PAVEMENTS AND SHALL BE THE RESPONSIBILITY OF _ MODIFIED BY THESE SPECIFICATIONS. THE PAVING CONTRACTOR PREVENT' A LATERAL 1) LOCAL LION 23. SHEETING AND BRACING 3. WORK OF TEN SEPARATION OFTEN FEET; AND WHERE BY THE ANDAC 7. THE 13ASE COURSE SHALL BE PRIMED AT THE RATE OF 0.25 TO WORK SMALL MEAN THE FURNISHING ALL LIBOR MATERIAL, TRACTOR SHEETING AND R SHEETING D IN THE CIN SMALL PLACED IN THE BRACING SHALL 0.50 GALLONS PER SQUARE YARD WITH A LIQUID ASPHALT E AL N ENT AND INCIDENTALS NECESSARY OR CONVENIENT 2) THE ENTER MAW INVERT AT LEAST 10 A TRENCH AS MAYBE NECESSARY FOR THE SAFETY S THE WORK CONFORMING TO I.D.O.T. STANDARDS AND APPROPRIATE FOR To THE TO THE SUCCESSFUL COMPLETION OF THE IMPROVEMENTS DESIGNED FUL C W INCHES ABOVE THE CROWN OF THE SEWER N AND PUBLIC, FOR THE OF THE O E T. ADJACENT PREVAILING WEATHER CONDITIONS. PRIME COAT SMALL BE BY THE ENGINEER AND SHOWN ON T195 SET OF PLANS. WORK AND NTPROTECTION R S U PROPERTIES, PAVEMENT OR STRUCTURES, AND FOR THE PROPER AND R CONSIDERED AS INCIDENTAL TO THE CONTRACT. SHALL ALSO INCLUDE CARRYING OUT OF ALL THE DUTIES AND OBLIGATIONS IMPOSED BY THE AGREEMENT BETWEEN THE OWNER 3) THE WATER MAIN IS EITHER IN A SEPARATE INSTALLATION OF THE WORK IN ANY EVENT, THE MINIMUM PROTECTION SHALL CONFORM TO THE RECOMMENDATIONS IN NT SMALL B. PAVEMENT SHALL BE CONSTRUCTED ON A THOROUGHLY COM- G AND THE CONTRACTOR FOR THE PROPER INSTALLATION AND TRENCH OR W THE SAME TRENCH ON AN O.S.HA SAFETY AND HEALTH STANDARDS FOR CONSTRUCTION. pgCTEp MEETING THE REQUIREMENTS SECTION ' ACCEPTANCE OF THE IMPROVEMENTS DESIGNED BY THE ENGINEER UNDISTURBED EARTH SHELF LOCATED TO ONE 300 OF THE STANDARD SPECIFICATIONS. PRIOR TO PLACEMENT AND SHOWN ON THIS SET OF PLANS. SIDE OF THE SEWER 24. NOTICE TO CONTRACTOR OF THE PROPOSED PAVEMENT, THE SUBGRADE SHALL BE PROOF BEFORE BEGINNING CONSTRUCTION, EACH CONTRACTOR AND ROLLED BY THE PAVING CONII A R WITH A FULLY LOADED 4. COMPLIANCE WITH LOCAL ORDINANCES C) WHEN IT IS IMPOSSIBLE TO MEET (1) OR (2) ABOVE, SUBCONTRACTOR MUST VERIFY THE LINE AND GRADE STAKES. TANDEM AXLE DUMP TRUCK (MINIMUM 20 TONS). PROOF ROLLING ALL WORK PERFORMED UNDER THIS CONTRACT SMALL BE IN BOTH THE WATER MAIN AND DRAIN OR SEWER SHALL BE IF THERE ARE ANY DISCREPANCIES FROM WHAT IS SHOWN ON SHALL BE WITNESSED BY THE MATERIALS CONSULTANT. ARCHITECT ACCORDANCE WITH THE VILLAGE OF OEERFIEUYS ORDINANCES AND CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT CAST THE PUNS, THEY MUST IMMEDIATELY REPORT SAME TO OR ENGINEER STANDARDS. OR DUCTILE IRON PIPE ASBESTOS- CEMENT PRESSURE ENGINEER BEFORE DOING ANY WORK OTHERWISE THE CONTRACTOR PIPE, PRESTRESSED CONCRETE PIPE, OR PVC PIPE AND SUBCONTRACTOR ASSUMES FULL RESPONSIBILITY. g PAVEMENT MARKINGS SHALL BE FACTORY MIXED, QUICK DRYING 5. GUARANTEE EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION. AND NON- BLEEOINO CHLORINATED RUBBER -BASED PAINT G CHLORINATED ALL WORK PERFORMED BY THE CONTRACTOR AND/OR THE DRAIN OR SEWER SHALL BE PRESSURE TESTED TO THE 25. CONTRACTOR(S) I COMPLYING WITH TYPE III. STRIPES SHALL SUBCONTRACTOR UNDER THIS CONTRACT SHALL BE GUARANTEED MAXIMUM EXPECTED SURCHARGE HEAD BEFORE BACK- FOR THE PURPOSES OF THESE SPECIFICATIONS, THE TERMS BE 4IN ES IN BE 4INCHE5 WIDTH, EXCEPT WHERE OTHER WIDTHS ARE WHERE OTHER TO THE VILLAGE OF DEERFIEL.D AND OWNER BY EACH CONTRACTOR FlLUNG. CONTRACTOR AND SUBCONTRACTOR SHALL MEAN ANY PERSON OR SPECIFIED PLANS. PAINT IEDAT AND SUBCONTRACTOR AND HIS SURETY FOR A PERIOD OF 12 ENTITY THAT PROVIDES WORK FOR THE IMPROVEMENTS AS SHOWN MANUFACTURERS RECOMMENDED STRIPING ST ED RATES. COLOR OF ST MONTHS AFTER FINAL ACCEPTANCE OF THE WORK AGAINST ALL ON THESE PLANS. THE ENGINEER WN OWNER AND THE ARCHITECT SHALL BE YELLOW OR WHITE DIRECTED BY THE OF R OR DEFECTS IN MATERIALS AND WORKMANSHIP OF WHATEVER NATURE ARE NOT CONSIDERED CONTRACTORS OR SUBCONTRACTORS. ARCHITECT. B. EHE T UTILITIES VERTICAL SEPARATION • WATER MAWS AND SEWERS: 10. ALL EXISTING AND PROPOSED STRUCTURES WITHIN AREAS OF WHEN THE PLANS OR PROVISIONS INCLUDE INFORMATION H A) A WATER MAIN SMALL BE SEPARATED FROM A SEWER SO PROPOSED PAVING (MANHOLES, VALVE BOXES, ETC.) SHALL BE ADJUSTED BY PAVING CONTRACTOR TO MEET THE PROPOSED PERTAINING TO THE LOCATIONAND ELEVATIONS OF UTILITY LOCATION FACILITIES, SUCH INFORMATION REPRESENTS ONLY THE OPINION THAT ITS INVERT ISAMINIMUM OF IS INCHES ABOVE THE CROWN OF THE DRAIN OR SEWER WHENEVER WATER W. SANITARY SEWER LETHE SURFACE ELEVATION. OF THE ENGINEER AS IN LOCATION R T ELEVATION OF SUCH UTILITIES AND IS ONLY INCLUDED FOR THE CONVENIENCE OF THE MAINS CROSS STORM SEWERS, SANITARY SEWERS OR SEWER SERVICE CONNECTIONS. THE VERTICAL 1. ALL P.V.C. SEWER AND SERVICE SHALL BE POLYVINYL CHLORIDE 11. THE PAVING CONTRACTOR IS RESPONSIBLE FOR MAINTAINING LNG CONTRACTOR A BIDDERS. THE ENGINEER AND THE OWNER ASSUME NO SEPARATION SHALL BE MAINTAINED FOR THAT PORTION PIPE SDR -28, CONFORMING TO ASTM D3034 WITH GASKET JOINTS PROPER T THE PROPOSED PAVEMENT. WHERE THE RESPONSIBILITY WHATEVER IN RESPECT TO THE SUFFICIENCY OR OF THE WATER MAIN LOCATED WITHIN TEN FEET CONFORMING TO ASTM D -3212, CONTRACTOR IS IN DOUBT ABOUT THE PROPER DIRECTION G NTRA E HE SMALL REQUEST ASSISTANCE FROM THE RAGE, E CCURAC OF T ACCURACY OF THE INFORMATION SHOWN ON THE PLANS RELATIVE TO THE LOCATION AND ELEVATION OF UTILITY FACILITIES NOR HORIZONTALLY OF ANY SEWER OR DRAIN CROSSED. A LENGTH OF WATER MAIN PIPE SMALL BE CENTERED OVER 2. ALL D.I.P. SEWER AND SERVICES SHALL BE DUCTILE IRON PIPE ARC ENGINEER THE MANNER IN WHICH THEY ARE TO BE REMOVED OR ADJUSTED. BE THE SEWER TO BE CROSSED WITH JOINTS EQUIDISTANT (CLASS M CONFORMING TO ANSI A21.51, WITH JOINTS T IS EACH CONTRACTOR'S AND SUBCONTRACTOR'$ RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE ACTUAL LOCATION AND FROM THE SEWER OR DRAIN. CONFORMING TO ANSI A21.11. ELEVATION OF ALL UTILITIES. EACH CONTRACTOR AND 8) BOTH THE WATER MAIN AND SEWER SHALL BE CON- 3. SANITARY SEWER SERVICE SHALL BE LAID AT A MINIMUM SLOPE SUBCONTRACTOR SHALL OBTAIN FROM THE RESPECTIVE UTILITY STRUCTED OF SUP-ON OR MECHANICAL JOINT CAST OR OF 1.00%AND A MAXIMUM SLOPE OF 33.0%. F. EARTHWORK COMPANIES DETAILED INFORMATION RELATIVE TO THE LOCATION DUCTILE IRON PIPE ASBESTOS-CEMENT PRESSURE PIPE AND ELEVATION OF THEIR FACILITIES AND THE WORKING PRESTRESSED CONCRETE PIPE OR PVC PINE EQUIVALENT SANITARY SEWERS AND SERVICES SHALL HAVE GRANULAR 1. EARTHWORK UNDER THIS CONTRACT WALL INCLUDE. BUT IS SCHEDULES OF THE UTILITY COMPANIES FOR REMOVING OR ADJUSTING THEM. TO WATER MAIN STANDARDS OF CONSTRUCTION WHEN: BEDDING FROM A MINIMUM 4' BELOW THE BOTTOM OF THE PIPE BEDDING TO 1T ABOVE THE PIPE FOR P.V.C. PIPE. MATERIAL SHALL NOT NECESSARILY LIMITED TO. THE FOLLOWING: , 1) IT IS IMPOSSIBLE TO OBTAIN THE PROPER CONFORM TO THE REQURRMENSS OF ASTM C33. GRADATION TO A) INSTALL ALL EROSION CONTROL MEASURES AS EACH CONTRACTOR AND SUBCONTRACTOR PERFORMING UNDER - VERTICAL SEPARATION AS DESCRIBED IN (1) ASTM C-67, 1H' TO 1' CRUSHED STONE I.D.O.T. SPEC. CA-11. REQUIRED. GROUND AT 1.80D- 892 -0123 ONTO T J.RT ABOVE; OR . 48 HOURS AT LEAST 48 HOURS PRIOR TO START OF WORK OF 5. SANITARY MANHOLE SMALL HAVE AN INSIDE DIAMETER OF AfY AND B) REMOVAL OF EXISTING PAVEMENT FROM THE SITE 2) THE WATER MAIN PASSES UNDER A SEWER OR SHALL CONSTRUCTED USING PRECAST CONCRETE UNITS WITH 7. SAFETY OF WORK DRAIN J MASTIC JOINTS. CONFORMING TO ASTM C478. FRAME AND UD C) PROTECTION OF CERTAIN TREES. AS DIRECTED ' EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE SMALL BE OF NEENAH MANUFACTURE, OF THE TYPE SHOWN ON THE BY THE VILLAGE OF DEERFIELD AND OWNER FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY C) A VERTICAL SEPARATION OF 18 INCHES BETWEEN THE Pte' PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK INVERT OF THE SEWER OR DRAIN AND THE CROWN OF D) STRIPPING OF ALL TOPSOIL AND OTHER UNSUITABLE EACH CONTRACTOR AND SUBCONTRACTOR SHALL TAKE ALL THE WATER MAIN SHALL BE MAINTAINED MERE WATER S. 'BAND-SEAL' CONNECTORS, OR EQUAL, SHALL BE USED TO MATERIALS AND STOCKPILING WHERE DIRECTED BY THE NECESSARY PRECAUTIONS FOR THE SAFETY OF, AND SHALL' MAIN CROSSES UNDERA SEWER SUPPORT THE SEWER CONNECT SEWER PIPES OF DISSIMILAR MATERIALS. VILLAGE OF DEERFIELD OR OWNER ' PROVIDE THE NECESSARY PROTECTION TO PREVENT DAMAGE OR DRAIN LINES TO PREVENT SETTING AND BREAKING INJURY OR LOSS TO: THE WATER MAIN, AS SHOWN ON THE PLANS OR AS T. MAXIMUM ALLOWABLE INFILTRATION 6HALL BE 700 GALAS. E) CLAY EXCAVATION, PLACEMENT AND COMPACTION AS ' APPROVP� BY THE ENGINEER. OWAJMILFJDAY. NECESSARY TO OBTAIN DESIGN SUBGRADE ELEVATIONS A) ALL EMPLOYEES ON THE WORK AND OTHER PERSONS FOR PAVEMENT, LAWN, AND STORM WATER DETENTION AND ORGANIZATIONS WHO MAY BE AFFECTED THEREBY; D) CONSTRUCTION SHALL EXTEND ON EACH SIDE OF THE C. STORM SEWER AREAS. 8) ALL THE YORK AND MATERIALS AND EQUIPMENT TO BE CROSSING UNTIL THE PERPENDICULAR DISTANCE FROM THE WATER MAIN TO THE SEWER OR DRAIN LINE IS AT 1. CONCRETE STORM SEWER SHALL BE REINFORCED CONCRETE PIPE F) REMOVAL OF ALL EXCESS MATERINS FROM THE SITE INCORPORATED THEREIN, WHETHER IN STORAGE ON OR LEAST TEN Fes' CONFORMING TO ASTM C-7B. STORM SEWERS S'T018' IN LEAVING SUFFICIENT TOPSOIL FOR LANDSCAPING. OFF THE SIT£ AND DIAMETER SHALL BE CUSS N AND STORM SEWERS LARGER INCLUDING BERMS. WATER SERVICE LINES: THAN 18' SHALL BE CLASS III. ., C) OTHER PROPERTY AT THE SITE OR ADJACENT THERETO, G) GRADING OF ALL SVfALE9 AS INDICATED ON PLANS. INCCLUDING TREES, SHRUBS, LAWNS, WALKS, A) THE HORIZONTAL AND VERTICAL SEPARATION BETWEEN 2. ALL P.V.C. STORM SEWER SHALL BE POLYVINYL CHLORIDE PIPE PAVEMENTS, ROADWAYS, STRUCTURES, UTILITIES AND WATER SERVICE LINES AND ALL STORM SEWERS, SANITARY SDR -28, CONFORMING TO ASTM D3034 WITH GASKET JOINTS 2. ALL WORK SHALL CONFORM TO THE APPLICABLE PROVISIONS UNDERGROUND FACILITIES NOT DESIGNATED FOR REMOVAL, SEWERS, COMBINED SEWERS OR ANY DRAIN OR SEWER CONFORMING TO ASTM 03112. OF SECTION 200 OF THE STANDARD SPECIFICATIONS. RELOCATIONS OR REPLACEMENT IN THE COURSE OF SERVICE CONNECTION SHALL BE THE SAME AS WATER CONSTRUCTION. MAIN SEPARATION DESCRIBED ABOVE 3. WHERE DUCTILE IRON PIPE IS SPECIFIED, THE SEINER SHALL BE 3. PAVEMENT AREAS SHALL BE GRADED TO THE PROPOSED O.I.P. (CLASS 52) CONFORMING TO ANSI A21.51, WITH JOINTS SUBGRADE ELEVATION. FINE GRADING OF PAVEMENT AREAS D) EACH CONTRACTOR AND SUBCONTRACTOR SHALL B) WATER PIPE DESCRIBED ABOVE SHALL BE USED FOR CONFORMING TO ANSI A21.11. SHALL BE THE RESPONSIBILITY OF THE PAVING CONTRACTOR DESIGNATE A RESPONSIBLE REPRESENTATIVE AT SEWER SERVICE LINES WHEN MINIMUM HORIZONTAL AND THE SITE WHOSE DUTY SHALL BE THE PREVENTION VERTICAL SEPARATES CANNOT BE MAINTAINED. 4. STORM SEWER JOINTS FOR CONCRETE PIPE SMALL BE RUBBER 4. EMBANKMENTS FOR PAVEMENT AREAS SHALL BE COMPACTED TO OF ACCIDENTS. THIS PERSON SHALL BE THE GASKET'O' RING TYPE CONFORMING TO ASTM C443. A MINIMUM OF NINETY4-TVE PERCENT (95 %). BASED ON ASTM ' CONTRACTORS SUPERINTENDENT UNLESS OTHERWISE - D- 1557.90 LABORATORY PROCEDURE EMBANKMENTS IN LAWN DESIGNATED IN WRITING BY THE CONTRACTOR TO OWNER S. FRAME AND GRATE SHALL BE OF NEENAH MANUFACTURE OF AREAS SKALL BE COMPACTED TO A MINIMUM OF NINETY PERCENT B LOCATIONS 13. MANHOLES, CATCH BASINS AND INLETS THE TYPE SHOWN ON THE PLAN. (90%) BASED ON ASTM 61557.90. EVERY CONTRACTOR AND EVERY CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY THE MANHOLES, CATCH BASINS AND INLETS SHALL BE PRECAST ELEVATIONS AND LOCATIONS OF ALL EXISTING INFORMATION REINFORCED CONCRETE WITH PRECAST REINFORCED CONCRETE D. WATER MAIN AS SHOWN ON THE PLANS AND NOTIFY THE ENGINEER OF ALL BOTTOMS CONFORMING TO ASTM 0478. DISCREPANCIES PRIOR TO THE COMMENCEMENT OF THE WORK 14 FRAMES 8 LIDS 1. WATER MAIN SHALL BE DUCTILE IRON, ASA A21.51, CLASS S2 EXISTING UNDERGROUND UTILITIES SHALL BE EXPOSED BY ALL FRAMES AND GRATES SHALL BE NEENAH MANUFACTURE OF CEMENT-LINED. JOINTS SHALL SE'BELL TEE'. OR EQUAL, THE CONTRACTORS AND SUBCONTRACTORS PRIOR TO THE THE TYPES SHOWN ON THE PUNS MANHOLE AND VALVE VAULT CONFORMING TO AWANq STANDARDS C- 102.74, C- 150.71, AND START OF CONSTRUCTION TO DETERMINE IF A PROBLEM OR CONFLICT EXISTS WITH THE PROPOSED IMPROVEMENTS AND HB SHALL BE TYPE WEARING CONCEALED C_141-71. G. SOIL EROSION CONTROL - TO AVOID DELAYS IN THE PROGRESS OF THE WORK ONCE THE PICK E (MACHINED PICK HOLES AND SMALL BE IMPRINTED PPR THE WORD WOW 'SANITARY','9TORM'OR - WATER', AS APPROPRIATE CATCH 2- GATE VALVES SHALL BE TRAVERSE CITY OR CLEW (AS APPROVED WORK COMMENCES. BASIN AND INLET GRATES SHALL BE TYPE "V. BY THE WATER AUTHORITY), OPERATING NUT, '0' RING SEALS, RESILIENT SEATING TYPE SHALL BE INSTALLED PRIOR TO ANY GRADING 1 OPERATION. 9. NOTIFICATION THE VILLAGE OF DEERRELDS ENGINEER SHALL BE NOTIFIED BY 16 UTILT'TRENGHES . ALL UTILITY TRENCHES UNDER AND WITHIN TWO FEET OF 3. VALVE VAULTS SHALL HAVE AN INSIDE DIAMETER AS SHOVE ON 2 ALL STORM STRUCTURES SMALL BE PROTECTED BY STRAW EVERY CONTRACTOR AND SUBCONTRACTOR LEAST PAVEMENT, SIDEWALK CURB AND GUTTER ETC., SHALL BE THE PLANS AND SHALL BE CONSTRUCTED USING PRECAST BALE FILTERS, UNTIL PAVEMENT HAS BEEN INSTALLED AND WORKING DAYS PRIOR TO COMMENCEMENT OF F CONSTRUCTION. BACKFII I ED WITH C" CRUSHED STONE (GRADE 8 OR 9), CONCRETE UNITS. FRAME AND UO SMALL BE OF NEENAH PERMANENT VEGETATION HAS BEEN ESTABLISHED. COMPACTED IN T LIFTS TO 95% OF MODIFIED PROCTOR MANUFACTURE OF THE TYPE SHOWN ON THE PUN. � 3. CONTRACTOR AND SUBCONTRACTOR SHALL INSPECT THE STRAW 10. COMPLIANCE YJITFI LAWSARDREGULATIONS EVERY CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE 18. GRASS AREAS WITHIN RIGHT-OF -WAY 4. WATER MAIN SHALL BE LAID TO A DEPTH OF AT LEAST 5.112 BALES AND SILT FENCING PERIODICALLY AND MAINTAIN OR SAFETY LAWS, REGULATIONS AND ORDINANCES; AND FEDERAL ALL GRASS AREAS WITHIN THE RIGHT-OF-MY DISTURBED DURING FEET BELOW PROPOSED FINISHED GRADE REPLACE AS NECESSARY. _ SAFETY REGULATIONS AS OUTLINED IN THE LATEST REVISIONS OF THE FEDERAL CONSTRUCTION SAFETY STANDARDS AND WITH ALL CONSTRUCTION SHALL BE RESTORED BY PLACING A MINIMUM 4' TOPSOIL AND SEEDING OR SODDING. S. WATER MAIN SHALL BE CONSTRUCTED, TESTED AND CHLORINATED 4. ALL OTHER SOIL EROSION CONTROL DEVICES AND MEASURES PROVISIONS AND REGULATIONS OF THE OCCUPATIONAL SAFETY IN ACCORDANCE WITH AW WA C{OD AND C-001 AND THE VILLAGE DEEMED NECESSARY BY THE VILLAGE ENGINEER SHALL BE AND HEALTI ADMINISTRATION (OSFU1) STANDARDS. EACH CON- 17. PAVEMENT DISTURBED DURING CONSTRUCTION OF DEERFIELD REQUIREMENTS. THE MAIN SHALL BE PRESSURE IMPLEMENTED IMMEDIATELY UPON NOTIFICATION OF THE TRACTOR AND SUBCONTRACTOR 14 RESPONSIBLE FOR PROVIDING ANY EXISTING ROADWAY PAVEMENT OR SHOULDER DISTURBED TESTED AT 150 PSI FOR TWO HOURS. CONTRACTOR AND SUBCONTRACTOR A SAFE WORKING PLACE FOR HIS EMPLOYEES. EACH CONTRACTOR AND SUBCONTRACTOR RESPONSIBLE FOR THE SUPERVISION, DURING CONSTRUCTION SHALL BE RESTORED IN ACCORDANCE WITH I.D.O.T. STANDARDS. W. WATER SERVICE SMALL BE TYPE K COPPER CONFORMING TO S. THE EARTHWORK CONTRACTOR SHALL BE RESPONSIBLE FOR DIRECTION AND CONDUCT OF THEIR EMPLOYEES. AGENTS, ASTM 8.88 AND 8 -251 UNLESS OTHERWISE SPECIFIED ON MEETING THE REQUIREMENTS OF ALL APPLICABLE SOIL EROSION MATERIAL SUPPLIERS AND VENDORS. 1B. EXISTING DRAIN TILE THE DRAVANGS. AND SEDIMENT CONTROL ORDINANCES. THE COST OF ALL WORK ' ALL EXISTING FIELD DRAINAGE TILE ENCOUNTERED OR DAMAGED E PAVING NECESSARY TO MEET THESE REQUIREMENTS SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT. AND 11. TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL NO SEPARATE PAYMENT WILL BE MADE TRAFFIC CONTROL SHALL BE USED WHEN NECESSARY AS DETER - CONDITION, PROPERLY REROUTED ARDA3R CONNECTED TO THE STORM SEWER SYSTEM. 1. BASE COURSE SHALL BE AGGREGATE BASE COURSE TYPE 8 MINED BY THE CONTRACTOR AND SUBCONTRACTOR AND SMALL BE (CRUSHED STONE, GRADE B), CONFORMING TO THE STANDARD H. STREET LIGHTING " IN ACCORDANCE WITH THE VILLAGE OF DEERFIELD AND THE 19. ITEMS NOT SPECIFICALLY SHOWN SPECIFICATIONS. (SEE PUNS FOR THICKNESS) IWNOIS DEPARTMENT OF TRANSPORTATION STANDARDS. COST ALL ITEMS THAT ARE NOT SPECIFICALLY SHOWN PLANE 1. CONTRACTOR TO INSTALL SITE LIGHTING IN ACCORDANCE WITH OF TRAFFIC CONTROL SHALL BE INCIDENTAL TO THE CONTRACT. IN THE SUMMARY OF QUANTITIES ASTHE BUT CAN REASONABLY BE 2. SURFACE COURSE AND BINDER COURSE SHALL BE BITUMINOUS NATIONAL ELECTRIC CODE, LATEST EDITION AND VILLAGE OF . IN INTERPRETED TO BE INCLUDED IN THE NARK DESCRIBED SHALL L ED IN CONCRETE SUPERPAVE, NSO. (SEE PLANS FOR THICKNESS) DEERFIELD CODES. BE INCIDENTAL TO THE COST OF THE CONTRACT. 3. CURB AND GUTTER AND BARRIER CURB SHALL BE PORTLAND 2. THE UGHTING CONTRACTOR SMALL PROVIDE A TEMPORARY 20. EXCESS TRENCH MATERIAL CEMENT CONCRETE WITH AIR ENTRAINMENT OF 59N1-1 %. ANSI POWER CONNECTION TO COMMONWEALTH EDISON COMPANY THE UNDERGROUND CONTRACTOR SMALL DISPOSE OF EXCESS MIX SHALL BE USED. MAXIMUM ALLOWABLE SLUMP IS 3INCHES. FACILITIES. TRENCH MATERIAL OFFSITE CURING COMPOUND SHALL BE APPUED AFTER FINISHING. CURB 3. BACKFILL SHALL BE INCIDENTAL TO THE CURB CONTRACT. CONTRACTOR TO COORDINATE SITE LIGHTING EARTH PROPOSED BURRING IMPROVEMENTS AS DIRECTED BY OWNER J1 _ (vl'll�/�l/" 0-05--o/ 4. A 314 INCH FIBER EXPANSION JOINT SHALL BE INSTALLED WHERE 4. 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I p I .ASS CNAL SHNGLE 7AINTEED UJEATKEREED WOO Pis TRIM =5 HARDI ACOR4 CUS STAC 51DING4 :5 RDI eD CE5, :0 STONE C14AMPAC D STONE OHIO COBBLEF 5840228 MELD YmNE)M AREA 1 I EHLKE LONIGRO A r a h it o a to 1424 At C11 *k4k. ft Rd *kvtm R.;Wx L W004 Off- 847=1245 F. 847.222.1251 JEWETT PARK ION D-c jFM.D PAW 015TOCT DEM90-0• LLNMS L EXTERIOR ELEVATIONS I@-- 14.102 ■ 'Y';t u 1; igiL E A ;J ' AR BILLS—, E q-d YmNE)M AREA 1 I EHLKE LONIGRO A r a h it o a to 1424 At C11 *k4k. ft Rd *kvtm R.;Wx L W004 Off- 847=1245 F. 847.222.1251 JEWETT PARK ION D-c jFM.D PAW 015TOCT DEM90-0• LLNMS L EXTERIOR ELEVATIONS I@-- 14.102 ■ I Y CULTURED STONE SILLS-- COLOR. CHAMPAGNE, CULTURED STOKE— COLOR-- OHIO COBBLEFIELD GABLE VENT UATH INSECT SCREEN 12 AND CEMENTICUS TRIM BOARD CEMEENTIOUS STAGGERED SWIN—tLE 511DING P : 7F BY JAMES HARDIE BOARD COLOR,- RED CEDAR 131 -1 1/4" \—CULTURED STONE ARCH COLCR., OHIO LAMINATED GLASS !!E� a IEL1) SOUTH ELEVATION L3-1'x 13' -4' DOOR ROLL-UP CARRIAGE DOOR SYSTEM EXTERIOR WALL LV 4' Y GROOVE - PANTED WITHIN ARCHED OPENINGS (TYPICAL AT 2) SCONCE 0' 2' 4' a, WEST ELEVATION V 2' 4' a, LABS IONAL SHINGLE ZTAINTEED : UEATHEFED WOD 10.15 TRIM BOARD E5 —1 2COIa4 IOUE5 57A HARDI ED CED 'D 570N= CHAMP "D STONE OHIO CCBBL=_ .58-40228 cv I 12 FSE;I2f-LASS DIMENSIONAL SHINGLE r2 D BY CERTAINTEED COLOR. UEATHERED WOOD ORNAMENTAL METAL GRILL CEMENTIOUS STAGGERED SHINGLE 51DNG BY JAMES HARDIE BOARD ii C COLOR.- RED CEDAR �T. CEMENTICUS TRIM BOARD BY JAMES HARDIE BOARD j1:F7 COLOR-- ACORN AR F 1p� FM 0 SILLS I Y CULTURED STONE SILLS-- COLOR. CHAMPAGNE, CULTURED STOKE— COLOR-- OHIO COBBLEFIELD GABLE VENT UATH INSECT SCREEN 12 AND CEMENTICUS TRIM BOARD CEMEENTIOUS STAGGERED SWIN—tLE 511DING P : 7F BY JAMES HARDIE BOARD COLOR,- RED CEDAR 131 -1 1/4" \—CULTURED STONE ARCH COLCR., OHIO LAMINATED GLASS !!E� a IEL1) SOUTH ELEVATION L3-1'x 13' -4' DOOR ROLL-UP CARRIAGE DOOR SYSTEM EXTERIOR WALL LV 4' Y GROOVE - PANTED WITHIN ARCHED OPENINGS (TYPICAL AT 2) SCONCE 0' 2' 4' a, WEST ELEVATION V 2' 4' a, LABS IONAL SHINGLE ZTAINTEED : UEATHEFED WOD 10.15 TRIM BOARD E5 —1 2COIa4 IOUE5 57A HARDI ED CED 'D 570N= CHAMP "D STONE OHIO CCBBL=_ .58-40228 cv I FIELD qj "MOVABLE ENCLOSURE PANEL SYSTEM VENDING AREA (TYPICAL AT 2 SIDES OF PAVILION) CLEAR LAMINA TIED GLASS - EAST ELEVATION PAINTED EXTERIOR 0' 2' 4- 5. A D� /'11 g 0130 pi EHLKE LONIGRO A r e h I t e a t s J424 X all "Vb. Ht. At *fiv&l,, Hapix #- woos F. 847.2221257 JELLETT PANG PAVILLION PEEERMD PARK DISTRICT LLWS 6m nx EXTERIOR ELEVATIONS ®2= I- 04=8 K: A102. 7GERED ii C CONCESSION A AR F FM 0 SILLS 01MOLU W i h F-1 A A Z�::'- "MOVABLE ENCLOSURE PANEL SYSTEM VENDING AREA (TYPICAL AT 2 SIDES OF PAVILION) CLEAR LAMINA TIED GLASS - EAST ELEVATION PAINTED EXTERIOR 0' 2' 4- 5. A D� /'11 g 0130 pi EHLKE LONIGRO A r e h I t e a t s J424 X all "Vb. Ht. At *fiv&l,, Hapix #- woos F. 847.2221257 JELLETT PANG PAVILLION PEEERMD PARK DISTRICT LLWS 6m nx EXTERIOR ELEVATIONS ®2= I- 04=8 K: A102.