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O-10-07
VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -10 -07 AN ORDINANCE APPROVING A SPECIAL USE AND A MINOR AMENDMENT TO THE TAKEDA MASTER PLAN TO PERMIT THE ESTABLISHMENT OF AN EMPLOYEE SPORTS FIELD AT TAKEDA PARK PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 19th day of April , 2010. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 19th day of April , 2010. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -10 -07 AN ORDINANCE APPROVING A SPECIAL USE AND A MINOR AMENDMENT TO THE TAKEDA MASTER PLAN TO PERMIT THE ESTABLISHMENT OF AN EMPLOYEE SPORTS FIELD AT TAKEDA PARK WHEREAS, Takeda Pharmaceuticals North America, Inc. ( "Owner "), being the owner of a certain tract of property located at the northeast quadrant of Saunders Road and Lake Cook Road and legally described on Exhibit A attached hereto and made a part hereof (the "Subject Property "), has petitioned the Plan Commission of the Village of Deerfield pursuant to the provisions of Article 6.01 -C, Paragraph 4,c, Article 12.09 -G, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield and certain provisions of the Annexation Agreement by and between the Village of Deerfield and Owner dated January 18, 2005 (the "Annexation Agreement ") for approval of a Special Use and a minor amendment to the Takeda Master Plan to permit the establishment of an employee sports field and to approve an increase in the grade of the sports field area by approximately four feet (4.0'), as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District; and, WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on February 25, 2010 to consider Owner's request for a Special Use and an amendment to the Takeda Master Plan to permit the establishment of an unlit sports field for soccer, softball and other field games, and a sand volleyball court to be used by Takeda employees as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District, said hearing being held pursuant to public notice and conforming in all respects, in both manner and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the evidence and supporting materials presented at said public hearing, filed its report with the President and Board of Trustees containing its written findings of fact and recommendations that a Special Use and a minor amendment to the Takeda Master Plan to permit the establishment of an employee sports field and to approve an approximate four feet (4.0') increase in the grade of the sports field area, be authorized pursuant to Article 6.01 -C, Paragraph 4,c, Article 12.09 -G and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and pursuant to Section 9 of the Annexation Agreement, as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District; and, WHEREAS, the President and Board of Trustees of the Village of Deerfield have determined that the best interests of the Village will be served by the authorization and granting of said Special Use and amendment to the Takeda Master Plan as an amendment to the Takeda Park Industrial Planned Unit Development, all in accordance with the plans, representations and supporting materials submitted by the Owner 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 -2- the exercise of its home rule powers, as follows: SECTION 1: That the above and foregoing recitals, being material to this Ordinance, are hereby incorporated by this reference and made a part of this Ordinance as if fully set forth herein. SECTION 2: That the President and Board of Trustees do hereby affirmatively find that the proposed employee sports field consisting of an unlit sports field to be used for soccer, softball and other field games, and a sand volleyball court, and the minor amendment to the Takeda Master Plan to permit the employee sports field and to increase the grade of the sports field area by approximately four feet (4.0'), hereby authorized as a Special Use of the Subject Property in the Takeda Park Industrial Planned Unit Development, fully complies with the requirements and standards for special uses set forth in Article 6.01 -C, Paragraph 4,c, Article 12.09 -G and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 3: That the President and Board of Trustees do hereby authorize and approve, subject to the conditions, regulations and restrictions set forth in Section 4 of this Ordinance, the establishment of an employee sports field consisting of an unlit sports field to be used for soccer, softball and other field games, and a sand volleyball court, and a minor amendment to the Takeda Master Plan to permit the employee sports field and to increase the grade of the sports field area by approximately four feet (4.0'), as a Special Use of the Subject Property and as amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use in the I -1 Office, Research and Restricted Industrial District. SECTION 4: That the approval and authorization of said Special Use and minor amendment to the Takeda Master Plan is granted subject to the following conditions, regulations and restrictions: A. That the construction, development and use of an employee sports field on the Subject Property shall be in accordance with the documents, materials and exhibits listed on -3- Exhibit B and incorporated by reference and made a part hereof. B. Owner's initial and continued compliance with the provisions of Ordinances 0 -05- 18, 0- 06 -41, 0 -07 -31 and 0- 09 -05, and with the documents, materials and exhibits comprising the Final Development Plan for the Takeda Park Industrial Planned Unit Development heretofore approved for the Subject Property, as hereby amended. C. Owner shall fully and completely comply with all of the terms and conditions set forth in that certain Annexation Agreement by and between the Village of Deerfield and Takeda Pharmaceuticals North America, Inc. dated January 18, 2005. D. Owner's initial and continued compliance with this Ordinance and with all applicable provisions of the Development Code and Zoning Ordinance of the Village of Deerfield. E. Full and complete compliance with all of the terms and conditions set forth in the Development Agreement by and between Takeda Pharmaceuticals North America, Inc. and the Village of Deerfield. F. All representations submitted and made by Owner to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield. SECTION 5: That the Special Use as hereby authorized shall be binding upon and shall inure to the benefit of the Owner and Owner's successors, grantees, transferees and assigns, and any violation of the conditions set forth herein by the Owner 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 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 -4- should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. SECTION 8: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 19th day of April , 2010. AYES: Benton, Farkas, Jester, Oppenheim, Seiden, Struthers (7) NAYS: None (0) ABSENT: None (0) ABSTAIN: None (0) APPROVED this 19th day of April , 2010. ATTEST: t'JL"� Village Pr sident -5- Exhibit B Documents Incorporated as Part of the Special Use for the Establishment of an Employee Sports Field at Takeda Park Takeda Master Plan Drawing No. C2.5 — Site Layout & Paving Plan, bearing a last revision date of 11- 01 -04, for Takeda Pharmaceuticals North America Headquarters. 2. Landscape Master Plan Drawing No. L -2 for Takeda Pharmaceuticals North America Headquarters, dated 12- 17 -06. 3. Takeda Park Athletic Field Improvements Statement of Intent, dated February 11, 2010: 4. Takeda Pharmaceuticals North America Headquarters Athletic Field Improvements Drawing No. A -001 bearing a last revision date of 02/11/10. 5. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C 1.0 — Legend Abbreviations and Benchmarks. 6. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C2.0 entitled Layout Plan. 7. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C3.0 entitled Grading and Erosion Control Plan. 8. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C4.0 entitled Utility Plan. 9. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C5.0 entitled General Notes and Specifications. 10. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C5.1 entitled General Notes and Specifications. 11. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C6.0 entitled Construction Details. 12. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C6.1 entitled Construction Details. 13. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -1 entitled Landscape and Hardscape Plan. 14. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -2 entitled Landscape Underdrainage Plan. 15. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -3 entitled Details. 16. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -4 entitled Irrigation Plan. 17. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -5 entitled Irrigation Details. 18. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -6 entitled Irrigation Details. 19. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -7 entitled Phase Il Tree Transplanting Plan. i t> ' ` I IIIIIII (VIII III VIII VIIIVIII VIII VIII VIII VIII VIIIVIII VIII VIII IIII IIII Image# 047030150032 Type: ORD STATE OF ILLINOIS Recorded: 12/13/2010 at 04:37:31 PM Receipt #: 2010- 00067582 Page 1 of 32 Fees: $38.00 COUNTIES OF LAKE AND COOK ) SS IL Rental Housing Fund: $0.00 Lake County IL Recorder Mary Ellen Vanderventer Recorder VILLAGE OF DEERFIELD > Flle 6 6 814 6 3 The undersigned hereby certifies that she is the duly appointed Deputy Village Clerk of the Village of Deerfield, Lake and Cook Counties, Illinois, and that the attached is a true and accurate copy of Ordinance 0 -10 -07 of the Village of Deerfield, Illinois, Approving a Special Use and a Minor Amendment to the Takeda Master Plan to Permit the Establishment of an Employee Sports Field at Takeda Park Dated this June 24, 2010 SEAL J IFER DAVIS eput . y Village Clerk Submitted by: Village of Deerfield 850 Waukegan Road Deerfield, IL 60015 r) D6 VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -10 -07 AN ORDINANCE APPROVING A SPECIAL USE AND A MINOR AMENDMENT TO THE TAKEDA MASTER PLAN TO PERMIT THE ESTABLISHMENT OF AN EMPLOYEE SPORTS FIELD AT TAKEDA PARK PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES, ILLINOIS, this 19th day of April , 2010. Published in pamphlet form by authority of the President and Board of Trustees of the Village of Deerfield, Lake and Cook Counties, Illinois, this 19th day of April , 2010. VILLAGE OF DEERFIELD LAKE AND COOK COUNTIES, ILLINOIS ORDINANCE NO. 0 -10 -07 AN ORDINANCE APPROVING A SPECIAL USE AND A MINOR AMENDMENT TO THE TAKEDA MASTER PLAN TO PERMIT THE ESTABLISHMENT OF AN EMPLOYEE SPORTS FIELD AT TAKEDA PARK WHEREAS, Takeda Pharmaceuticals North America, Inc. ( "Owner "), being the owner of a certain tract of property located at the northeast quadrant of Saunders Road and Lake Cook Road and legally described on Exhibit A attached hereto and made a part hereof (the "Subject Property"), has petitioned the Plan Commission of the Village of Deerfield pursuant to the provisions of Article 6.01 -C, Paragraph 4,c, Article 12.09 -G, and Article 13.11 of the Zoning Ordinance of the Village of Deerfield and certain provisions of the Annexation Agreement by and between the Village of Deerfield and Owner dated January 18, 2005 (the "Annexation Agreement ") for approval of a Special Use and a minor amendment to the Takeda Master Plan to permit the establishment of an employee sports field and to approve an increase in the grade of the sports field area by approximately four feet (4.0'), as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District; and, WHEREAS, the Plan Commission of the Village of Deerfield held a public hearing on February 25, 2010 to consider Owner's request for a Special Use and an amendment to the Takeda Master Plan to permit the establishment of an unlit sports field for soccer, softball and other field games, and a sand volleyball court to be used by Takeda employees as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District, said hearing being held pursuant to public notice and conforming in all respects, in both manner and form, with the requirements of the statutes of the State of Illinois and the Zoning Ordinance of the Village of Deerfield; and, WHEREAS, the Plan Commission of the Village of Deerfield, after considering the evidence and supporting materials presented at said public hearing, filed its report with the President and Board of Trustees containing its written findings of fact and recommendations that a Special Use and a minor amendment to the Takeda Master Plan to permit the establishment of an employee sports field and to approve an approximate four feet (4.0') increase in the grade of the sports field area, be authorized pursuant to Article 6.01 -C, Paragraph 4,c, Article 12.09 -G and Article 13.11 of the Zoning Ordinance of the Village of Deerfield, and pursuant to Section 9 of the Annexation Agreement, as an amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use of the Subject Property in the I -1 Office, Research and Restricted Industrial District; and, WHEREAS, the President and Board of Trustees of the Village of Deerfield have determined that the best interests of the Village will be served by the authorization and granting of said Special Use and amendment to the Takeda Master Plan as an amendment to the Takeda Park Industrial Planned Unit Development, all in accordance with the plans, representations and supporting materials submitted by the Owner 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 -2- the exercise of its home rule powers, as follows: SECTION l: That the above and foregoing recitals, being material to this Ordinance, are hereby incorporated by this reference and made a part of this Ordinance as if fully set forth herein. SECTION 2: That the President and Board of Trustees do hereby affirmatively find that the proposed employee sports field consisting of an unlit sports field to be used for soccer, softball and other field games, and a sand volleyball court, and the minor amendment to the Takeda Master Plan to permit the employee sports field and to increase the grade of the sports field area by approximately . four feet (4.0'), hereby authorized as a Special Use of the Subject Property in the Takeda Park Industrial Planned Unit Development, fully complies with the requirements and standards for special uses set forth in Article 6.01 -C, Paragraph 4,c, Article 12.09 -G and Article 13.11 of the Zoning Ordinance of the Village of Deerfield. SECTION 3: That the President and Board of Trustees do hereby authorize and approve, subject to the conditions, regulations and restrictions set forth in Section 4 of this Ordinance, the establishment of an employee sports field consisting of an unlit sports field to be used for soccer, softball and other field games, and a sand volleyball court, and a minor amendment to the Takeda Master Plan to permit the employee sports field and to increase the grade of the sports field area by approximately four feet (4.0'), as a Special Use of the Subject Property and as amendment to the Takeda Park Industrial Planned Unit Development heretofore approved as a Special Use in the I -1 Office, Research and Restricted Industrial District. SECTION 4: That the approval and authorization of said Special Use and minor amendment to the Takeda Master Plan is granted subject to the following conditions, regulations and restrictions: A. That the construction, development and use of an employee sports field on the Subject Property shall be in accordance with the documents, materials and exhibits listed on -3- Exhibit B and incorporated by reference and made a part hereof. B. Owner's initial and continued compliance with the provisions of Ordinances 0 -05- 18, 0- 06 -41, 0 -07 -31 and 0- 09 -05, and with the documents, materials and exhibits comprising the Final Development Plan for the Takeda Park Industrial Planned Unit Development heretofore approved for the Subject Property, as hereby amended. C. Owner shall fully and completely comply with all of the terms and conditions set forth in that certain Annexation Agreement by and between the Village of Deerfield and Takeda Pharmaceuticals North America, Inc. dated January 18, 2005. D. Owner's initial and continued compliance with this Ordinance and with all applicable provisions of the Development Code and Zoning Ordinance of the Village of Deerfield. E. Full and complete compliance with all of the terms and conditions set forth in the Development Agreement by and between Takeda Pharmaceuticals North America, Inc. and the Village of Deerfield. F. All representations submitted and made by Owner to the Plan Commission and to the President and Board of Trustees of the Village of Deerfield. SECTION 5: That the Special Use as hereby authorized shall be binding upon and shall inure to the benefit of the Owner and Owner's successors, grantees, transferees and assigns, and any violation of the conditions set forth herein by the Owner 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 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 0 should be inconsistent with any non - preemptive state law, this Ordinance shall supersede state law in that regard within its jurisdiction. SECTION 8: That this Ordinance shall be in full force and effect from and after its passage, approval and publication in pamphlet form as provided by law. PASSED this 19th day of April , 2010. AYES: Benton, Farkas, Jester, Oppenheim, Seiden, Struthers (7) NAYS: None (0) ABSENT: None (0) ABSTAIN: None (0) APPROVED this 19th day of April , 2010. ATTEST: vtiv ill ge Cle L Village Pr .sident -5- EXHIBIT A LOT 1 IN TAKEDA PHARMACEUTICALS, BEING A SUBDIVISION OF PART OF THE SOUTH HALF OF FRACTIONAL SECTION 31, TOWNSHIP 43 NORTH, RANGE 12 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED AUGUST 13, 2007 AS DOCUMENT NUMBER 6226756, IN LAKE- COUNTY, ILLINOIS. Exhibit B Documents Incorporated as Part of the Special Use for the Establishment of an Employee Sports Field at Takeda Park Takeda Master Plan Drawing No. C2.5 — Site Layout & Paving Plan, bearing a last revision date of 11- 01 -04, for Takeda Pharmaceuticals North America Headquarters. 2. Landscape Master Plan Drawing No. L -2 for Takeda Pharmaceuticals North America Headquarters, dated 12- 17 -06. 3. Takeda Park Athletic Field Improvements Statement of Intent, dated February 11, 2010. 4. Takeda Pharmaceuticals North America Headquarters Athletic Field Improvements Drawing No. A -001 bearing a last revision date of 02/11/10. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C 1.0 — Legend Abbreviations and Benchmarks. 6. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C2.0 entitled Layout Plan. 7. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C3.0 entitled Grading and Erosion Control Plan. 8. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C4.0 entitled Utility Plan. 9. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C5.0 entitled General Notes and Specifications. 10. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C5.1 entitled General Notes and Specifications. 11. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C6.0 entitled Construction Details. 12. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. C6.1 entitled Construction Details. 13. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -1 entitled Landscape and Hardscape Plan. 14. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -2 entitled Landscape Underdrainage Plan. 15. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -3 entitled Details. 16. Takeda Pharmaceuticals North America Headquarters Phase I1 Athletic Field Improvements Drawing No. L -4 entitled Irrigation Plan. 17. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -5 entitled Irrigation Details. 18. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -6 entitled Irrigation Details. 19. Takeda Pharmaceuticals North America Headquarters Phase II Athletic Field Improvements Drawing No. L -7 entitled Phase II Tree Transplanting Plan. 1 3 1 4 1 z I a R p t q M 1 10 1 11 I 12 1 13 1 14 1 15 1 is MAMM MAN h.,w F.AF,.= ---d- W FAX —W m M,.=j-a CaW rLD L.,7 uYr F jii 11[ RING ROAD L ............. ': � �°,` - z;t!�1 .'_.� Vic. \ - -'- - - - - - - - - - - - 3 K IJletr. Rua a o4 .e X LAND BANK PARJaNGARFA LAND LAM PAFUGNGAFtEA LAND BANK FARMHG AREA (234 SPACES) Ana' c. AERICk H�ADQUARTERS MASTER PLAN - WOUr & PAVING PLAN 0 2. C2.5 a W- LLI a a .. . ............ ....... W L h.,w F.AF,.= ---d- W FAX —W m M,.=j-a CaW rLD L.,7 uYr F jii 11[ RING ROAD L ............. ': � �°,` - z;t!�1 .'_.� Vic. \ - -'- - - - - - - - - - - - 3 K IJletr. Rua a o4 .e X LAND BANK PARJaNGARFA LAND LAM PAFUGNGAFtEA LAND BANK FARMHG AREA (234 SPACES) �HARMAd6l(,AB c. AERICk H�ADQUARTERS MASTER PLAN - WOUr & PAVING PLAN 0 2. C2.5 a W- LLI a C3 .. . ............ ....... W L Yatsc 110L S..&= tlA. 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J�- _,- ..h4._-''?:'�S`..i - ��.- = 1j' - _ _ _ _ i' -'e>. - �:c >�'' - :s�_.i- _.- 21x�:�+..'7� a _ -st:,X.i.•: ->j' ..n. DRY nwml NATURAL AREA OFILWE lTALWrD6CAPEPLANIINO , PARKING STRUCTURE IV PARKING STRUCTURE PAAKINGSIRUCTUREB PM1QtrG STQICTUEfEI I y� I EE��I��IIIII IIIU VIYIIiI II I NATVRALORNAII[37ULlANQ6CAPE HAMWG a,acarr wEnAPm PIAMDI6 H Q I 11 I HHHHHHHIRLI HHHHHHH e I I 1 1 VIIT1Ili II I / W KEY PLAN E E PON s'F.T��`�-` -3�7• Z' "`��ta�•1 „l .7i:: � �,. _ `r�f�� - © _ °� �� -' % t _ .z +•s ° 'ys-•�" Ytt a li') 3�s'. _� y '�4•li.. ,�.i• s _�� �_ 9• y.t I �-�i���- -� ,7'�c \- x'L7-a't'-- 1'�:Zt� r.'=' S: 1: rY_•..-.• y,_ y,, ,..- oa•:.�II�i1�YON•^_�'_`*��.;, - - n mama® Dr f �. `-.".� a. '4�+q� ti7Als -1 = ate• Y'Y.. rs'.S% " _ -� .._��-x:3 `3.' ctii= P� -.._„, I Y .L�i•t'Y' - .DND;. „S v(K i �.F 7 1�"1 -:v ry _-y,- "- >,. -h; "r iaz _ - yam, C - _ _ - •4: a"- r1�>v.YYty- �,. Y!i Vii' �...,-;l„r' ._..a. `S .� �.'i : off E .•s.•'`L t�F ._-1.''�3 <F�� �`zj'r - '_ c _"r'- �"'�,. <-tr �� . ,- v%^i-' -:•"� L= P C �f �i•'- u v x: r k - 4'Or.y c ;y•_i: t+�•"S' =a1v_ -�- RTHAMERICA P t �. i�..'� .. ��� =>: ;Aj -� . ce3 �:4�I= �'Z'ft~J'�L��� -� ��3,: .� i :.L�' -ina�� _ ji� `.7:-••�S� � � _— TAKE COOK ROAD ��A�p NICP\ �I M ��� 8 - o...m iNlY 71RYL IIV t- B y ¢� MOITM vim L-2 A 1 2 3 1 s K 7 8 9 10 11 t7 13 td 15 16 17 18 smom OAJ- 0 - 10 - 0-1 Ex. 6 a Bj 1 `1 Takeda Park Athletic Field Improvements Statement of Intent (February 11, 2010) Takeda Pharmaceuticals North America, Inc. is requesting approval of Athletic Field Improvements as a special use on the Deerfield Takeda campus and revised Final Development Plan approval to include the Athletic Field Improvements with Phase 11 (Building 3) of the Takeda campus. Below is a brief description of the Athletic Field Improvements and how these improvements meet the special use standards. Improvements The Athletic Field Improvements will consist of green pervious outdoor space for the use and enjoyment of Takeda's employees. The improvements will be located on the north side of the Takeda campus across Takeda Parkway from the existing office buildings. The Athletic Field Improvements will include a mixed -use sports field which can be used for soccer, softball and other field games, and a volleyball court. The only significant above ground improvements will be the softball backstop, soccer goals, volleyball net, and a black chain link fence along a portion of the north and west side of the softball field. The Athletic Field Improvements will not be lit. Bluegrass and perennial ryegrass sod, chosen for sports applications will be laid for the Athletic Field Improvements in early spring in hope of the improvements being ready for use in the summer of 2010. Beach sand will be used for the volleyball court. A new sidewalk will be constructed to provide a protected means for employees to walk to the Athletic Field Improvements. Our plans indicate where safety and directional signage (such as pedestrian crossing signs and crosswalk striping) will be located on the existing Takeda Parkway access road. Site Improvements There will be no traffic or roadway improvements required for the Athletic Field Improvements. Takeda will be performing site grading to the extent needed for the Athletic Field Improvements. Please note that the site grading for the Athletic Field Improvements corresponds to the site grading needed for eventual full buildout of the Takeda Master Plan. Site grading currently under way in the area where the Athletic 5253367 03104171 1 AAA a- 10 -0-1 E'< .6 3.1 t6 1� Field Improvements will be located is being done pursuant to the Master Plan and in accordance an early start permit issued pursuant to the Annexation Agreement. The area being graded for the proposed Athletic Field Improvements was earmarked for a possible future hotel on the Master Plan. Currently there is not a need for a hotel on the site, so Takeda would like to take advantage of the availability of this land by providing a recreational area for its employees. We reserve the right to locate a hotel in this area in the future pursuant to the Master Plan. Grading is also being done pursuant to the Master Plan in the area east of the proposed Athletic Field Improvements which area is earmarked for a possible day care center in the Master Plan. The grading being done in both areas is the grading necessary for full build out of a potential day care and hotel. Plans for the day care are currently under consideration. Takeda anticipates coming to the Village for approval of the day care in the spring or summer of 2010. Depending on the final size and configuration of the day care, the volleyball court currently shown on the plans for the Athletic Field Improvements may not be constructed in order to make room for a larger outdoor play area. The site grading in the northern area of the site where the Athletic Field Improvements will be located is roughly four feet higher in certain areas than the Master Plan grading for those areas. Although this area is higher, the aesthetics of the 70 acre site will not be altered because the relationship among the building areas to the south and the day care and Athletic Field Improvements (and possible future hotel) to the north remain consistent with the Master Plan. Pursuant to the Master Plan, Buildings 1 and 2 in the southeast quadrant of the site have the highest grade on the site (approximately 697 feet), Buildings 3, 4, and 5 in the southwest quadrant of the site have the lowest grade on the site which is approximately 13 feet below the grade of Buildings 1 and 2 (683.75 feet) and the future day care and hotel (now the proposed Athletic Field Improvements area) in the north area of the site fall in between these two grades with a proposed grade of approximately 686 feet. The current plan uses a grade of approximately 690 feet for this area. The higher grade in the current plan still situates the proposed day care and hotel (now the proposed Athletic Field Improvements area) between the higher grades of Buildings 1 and 2 and lower grades of Buildings 3, 4 and 5. On a large site like the Takeda Site the increase of a few feet is part of the normal progression of development and balancing of the site. Indeed the remote delivery center and the parking lot just south of the Athletic Field Improvements are a foot higher than the Master Plan grades as part of the same progression. The goal of the Master Plan has always been to create a balanced site that works together as a unit, in which the relationship between the buildings remains consistent. We believe the proposed grading change is a minor amendment to the Master Plan. Use of Fields The Athletic Field Improvements will be solely for the use of Takeda employees. All games and uses will be scheduled through the Takeda Sports Club. The Athletic Field Improvements will be used predominantly during the summer months while the weather is nice and also a few days in the spring and autumn as the weather permits. Takeda anticipates that most of the use will be during the week with the possibility of a 5253367 03104171 2 O Ah . 0- 10 - 0--7 ax.6 3.a Y6 !`� few weekend games. The exact frequency of use is unknown at this time. The frequency of use will depend on employee interest in using the improvements. If in the future the Takeda Sports Club seeks outside competition it may coordinate games with other companies who sponsor sports teams. However, we do not anticipate any use of the Athletic Field Improvements solely by third parties. Compliance with Special Use Standards and Minor Amendment Standards We are requesting approval of the Athletic Field Improvements as a special use .pursuant to Section 7(h)(iv) of the Takeda Annexation Agreement and Section 6.01 - C(4)(c) of the Deerfield Zoning Ordinance. The Athletic Field Improvements will be an outdoor facility operated for the convenience of the employees at the Takeda office campus as envisioned in the Zoning Ordinance. The proposed Athletic Field Improvements meet all of the special use standards applicable to the site under the Deerfield Zoning Ordinance. Proposed findings demonstrating such compliance are attached to this Statement of Intent. Additionally, because there is currently not a need for a hotel on the site we are requesting the change to allow the Athletic Field Improvements in that area as a minor amendment to our Phase II Final Plan and the Master Plan pursuant to Section 9(e) of the Takeda Annexation Agreement. However, in doing so we are not modifying the provisions of the Master Plan approval applicable to a future hotel use, as it remains possible we will pursue a hotel use in this area at a future time. Finally, as discussed above, as part of the progression of the site, the grading for the Athletic Field Improvements and the future day care and hotel area is higher than the grades shown on the Master Plan. Pursuant to Section 9(e) of the Annexation Agreement, we request approval of the change in grade as a minor amendment to the Master Plan because the change in grade does not represent a significant reorientation of the improved areas on the Property or a substantial change in use. We look forward to working with the Village of Deerfield staff and officials toward finalizing our plans and beginning construction in the spring of 2010 so we can open these recreation facilities with our Phase II building currently under construction. 5253367 03 1041 71 r� 3 da. o -lo- 61 Ex.B 3.3 ,6 19 t "a z d Y i s 1 N M a m 5 I b 1 / 1 8 1 9 1 10 1 11 1 iz 1 1 T�icked.� TAKEDA PHARMACEUTICALS NORTH AMERICA HEADQUARTERS ATHLETIC FIELD IMPROVEMENTS DEERFIELD, ILLINOIS REVISED FOR SITE PLAN APPROVAL FEBRUARY 11, 2010 ISSUED FOR PERMIT NOVEMBER 30, 2009 INDEX OF DRAWINGS THE PROJECT SIM COMPLY WITH THE FOLLOWING CODES IS FOR PERMIT 11130109 REV6E0 FOR SITE PLAN IPFROVA 02/11/10 PLUMBING COME: ARCHITECTURE A001 DRAWING -11 AID GENERA INFORMATION • • ENERGY COCE: NiERWOM ENERGY CONSERVATION CODE, 2006 EM11pN ALCESSBLRY CODE: 1LNO6 ACCESSBUTY COOE,1997 FIRE CODE: INTONATIONAL FIRE CODE. 200D MITON ® RAFT —AI SqN� 1 —� MINE NNpr n� INLESs (MEJ rSE OiFDI •�����..� MATCN UNE CFLNG rYFF E CFANG IEGEND -- '- ----- --- CENTER LNE PAITf11pN TYPE WE w00R1A11pN IRE PE45TANE2 RATING CIVIL CLO LEGEND ABBREVIATIONS AND BENCHMARKS 0 n CUI LINE - C2.0 LAYOUT PLAN • • - ELEV C3.0 GRADING a EROSION CONTROL PLAN • w� =wALt fr6N U.0 UTILITY PLAN • I8`�RASE FN611 LEFT NWf!ER C5.0 GENERA NOTES AND SPECIFICATIONS 0 K DETaED T° PARTIIpNENE C5.1 GENERA NOTES AND SPECIE ATONS 0 --2-25—F RE RAim PAROTAIN CEO CONSTRUCTION DETAILS a C6.1 CONSTRUCTION DETAILS a LANDSCAPE L -I LANDSCAPE AND HARDSCAPE PLAN L-2 I LANDSCAPE UNOERORAINAGE PLAN a . L-3 OETALS L -4 IRRIGATION PLAN L -5 IRRIGATION DETAILS L -6 IRRIGATION DETAILS L -7 PHASE ITREE TRANSPLANT PLAN � 2 3 I 4 S I F OWNER TAKEDA PHARMACEUTICALS NOKTH AMERICA, INC One Takeda Parkway Deerfield, 11 60015 DEVELOPMENT MANAGER HINES One South Dearborn 1 South Dearborn Street Suite 2000 Chicago, IL 60603 BASE BUILDING ARCHITECT THOMPSON, VENTLILETT, STAINBACK & ASSOCIATES, INC, ARCHITECTS 209 S. LaSalle SL Suite 801 Chicago, IL 60604 IL F.6 -k-W D Wgl Fam Nu by 154 -003046 CIVIL ENGINEER V3 COMPANIES 7325 Janes Avenue Suite 100 Woodridge, IL 60517 IL PLo6mianat Desip Fm blurb- 184000902 LANDSCAPE CONSULTANT WOLFF LANDSCAPE ARCHITECTURE, INC. 307 N. Michigan Ave. Suite 601 Chicago, IL 60601 EXISTING BUILDING AND EXISTING CONDITION NOTES 1. DEPICIFTECrAM 13110400 MIN£UMOMAO FSMPM TIEAMEAIaE COBIRnM ORMVWM PiIEF11IRM 8YMW90l VB(UE 6W6II0(& 490ggM NC ARQfIMMWDC12MI 6N PFEMPAM OFTIENE CO StRICIOIMOOB/Rn1cu munum LOIIRACT0R VM EOTRW 908YUPW 71E COPLEnmwOF71EDRMIMFMBUD RWGSS0010RAC=93ftEMOMEMOSE EF#LLWE MRIFIALLOFTMEMMEDSROM1RDN8l7TA1NN69N07PEE7WMRIYW ..- LCMMMoKCRMA MM TE E88EMVMVUVBEYTIEBECOR1nOOFMSMMM0006IRL7ONPU OOM 7MEMEISTM 11i119OI MIMPIRLLIEMMAEWTIECM*EYLBfT MMBMMMFOICVBIRSFILLIOOf7AOfM 1MCDfiC/Q1oTe 1r, 90x19% gTrDIS. OIAIOEOFWMMLMO 'ASaArMM"I8ASAtlIEDBEFR M ORetMONEPART 0F1)E W R 0VSF- 2 t/ OI" ARCEFECTNM93XPaWPMOMCMERYOFCORL 'RWl71EBETMEWBTR DOL7REUR,TMEM E�TYIO M1UDFq 61ANLIQ9, N0O01 ACiIYL IX1QIlaB. 1 CONTAW=MFEVEIYTMMMEWM1 BULDIOOUN7REFCREWrNEiUTUTESISaMMMY C@4IROM0IOMIHa1TOL OCnD UX&UM MCOIiM MFMun DE8YM OWFF REro WMf6�Brt dC®ORMWOMaC ro mu61®BnOF®lolmwwow a oortRACrwBrovLSn7lEanETDVeTPrwooaa> IEtEFMLE2�7NDC ,:anlae,aaDNDSreTB�BM�rst® WDEPfIDPOg®MOR( DOSRIG 081113ISCMNO aEWKM PRIM roWffie CNC WOW 7NECONTROCM Bro WT"TMARC MM1 MWOFMEYWC000DWOeAREFR MTMMMWMC)NTIE COETRCtDX 1I"Ma OCYBO MWOF MCCPW "UHSACC"14MOFEIDBINGCOOTTOF3A9 ACLEPTABIEroPB I DR1ALLnOEC S ANYNCAUnU AMMEX MCAFPOEUROFTFEaAM4MOMFWaW nWNMMFUUMBWlff FU0F1 )MMWtHAUA BrfE7WSRO0a61R1Cf1011 7 A 0 1 111) 1 n 1 1.9 1 1 4 1 15 1 16 1 17 1 i APPLICABLE CODE INFORMATION THE PROJECT SIM COMPLY WITH THE FOLLOWING CODES BUILDING CODE: NTERHATOUL BULLING CODE. 2006 UM PLUMBING COME: NTERNAMNA PuACING CODE.2006 FUTON ELECTRICAL CODE: NATONet ELECTRICAL CODE, 2005 EDIDN IECHXICAL COME: INTONATIONAL MECWwCA COLE. 2(06 EDITION ENERGY COCE: NiERWOM ENERGY CONSERVATION CODE, 2006 EM11pN ALCESSBLRY CODE: 1LNO6 ACCESSBUTY COOE,1997 FIRE CODE: INTONATIONAL FIRE CODE. 200D MITON DRAWING CONVENTIONS =� � TO L ■ SEC— OETw r.A�ER ENRN �SNEET NAWR f -T mEw9N TO �1 CENIEN LNE - STOTE FU PRECAST ONOETE 0 Pawn caIENETE aaw `—"E' E � TO DOOR OE%NATgN aT sTaE r ®46.000 %OC G TPEAim Wp+ LE. IM ME PROPERTY LK ® SOL ® RAFT —AI SqN� 1 —� MINE NNpr n� INLESs (MEJ rSE OiFDI •�����..� MATCN UNE CFLNG rYFF E CFANG IEGEND -- '- ----- --- CENTER LNE PAITf11pN TYPE WE w00R1A11pN IRE PE45TANE2 RATING — — — — — — — ELEMENT N30 RR.wNG.PL 1 I 1 —ROOM N R n CUI LINE - ET5TNG C0.WeA _._._.__ RETEIENCE O10 /{-- IV 6�NMe4 SRpIC�.°TES LATE6T REV15A]II I a1/�F ppLL��Awn� - _._. -._- REf .- CRO RfV AFG '... - ELEV 1 A Y FL�igN w 000 I ! —FLOOR WALL fIf5N1 e 000 RAGE iw6N f 000 FN6N w� =wALt fr6N OErwl �ELNMHR� I8`�RASE FN611 LEFT NWf!ER � —BOOR fT9N I K DETaED T° PARTIIpNENE ^\ LARGE AREA TO I RE MT.EO I — ..— ••_— GNfTINON NE RATED I I \ � � —� --2-25—F RE RAim PAROTAIN MATERIAL INDICATIONS ENRN CNCINEIE 5(Mr l- '® ACOMSMAL ME i - STOTE FU PRECAST ONOETE 0 Pawn caIENETE '® STEEL I LrPSOM w.uROARO PorrO NLLAFON ®FWHI root aT sTaE r ®46.000 %OC G TPEAim ® PL-000 ® M.SS ® SOL ® RAFT —AI ® RE C 1S 1A 1 17 1 1. anWSMa4 WnIEUSn. �na� o�onQm tomato C r e•Trgrsrr.pr�.r. NO noNAAUE weanA>sc samAl:WAlmu1><IwLA.oETmW (' KEYNOTE LEGEND L All ELENATLIN9 IVSCA= N YNE WAw ARE MSm N FpSNEO LEVEL 1 SLAG E1 A110N OE o- EGNEENI TO 695-0' —1 FOR rNE Lm i E66 OTNER -E NOTED, N N L K li QA /0 01 ex.8 �{ 1 M L K J H G F E J C INDEX OF DRAWINGS C1.0 LEGEND, ABBREVIATIONS AND BENCHMARKS C2.0 LAYOUT PLAN C3.0 GRADING & EROSION CONTROL PLAN C4.0 UTILITY PLAN C5.0 GENERAL NOTES AND SPECIFICATIONS C5.1 GENERAL NOTES AND SPECIFICATIONS C6.0 CONSTRUCTION DETAILS C6.1 CONSTRUCTION DETAILS ILLINOIS LICENSED DESIGN FIRM NO. 18 9-000 9 02 PROFESSIONAL ENGINEER'S CERTIFICATION 1, JOHN R. BROWN. A LICENSED PROFESSIONAL ENGINEER OF ILLINOIS, HEREBY CERTIFY THAT THIS SUBMISSION WAS PREPARED ON BEHALF OF TAKEDA BY V3 COMPANIES UNDER MY PERSONAL DIRECTION. THIS TECHNICAL SUBMISSION IS INTENDED TO BE USED AS AN INTEGRAL PART OF AND IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS AND CONTRACT DOCUMENTS. DATED THIS DAYOF ,A.D., 2009 ILLINOIS LICENSED PROFESSIONAL ENGINEER MY LICENSE EXPIRES ON NOVEMBER 30, 2011 DRAINAGE CERTIFICATE STATE OF ILLINOIS ) SS COUNTY OF LAKE ) TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE DRAINAGE OF THE SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF THE PROJECT OR ANY PART THEREOF, OR THAT IF SUCH SURFACE WATERS DRAINAGE WILL BE CHANGED, REASONABLE PROVISIONS HAVE BEEN MADE FOR COLLECTION AND DIVERSION OF SUCH SURFACE WATERS INTO PUBLIC AREAS, OR DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE, AND THAT SUCH SURFACE WATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THE CONSTRUCTION OF THE SUBDIVISION. DATED THIS DAY OF .20 BY: OWNER (OR ATTORNEY FOR OWNER) BY: ILLINOIS REGISTERED PROFESSIONAL ENGINEER 062-050103 STATE REGISTRATION NUMBER B Call M Be /ore You Dig Joint Ns ® Utility B/C BACK OF CURB Locating Information 1 • for wil A Excavators 800.892.0123 Call 48 hours before you dig (EroadlaJ Sal. Sun d kOdM) BV /VV BUTTERFLY VALVE IN VALVE VAULT 1 1 2 C 1.0 Ga103225 ph2 s84.dgn 2/9 /2010 4:20:11 PM BENCHMARKS BM #1 SET P.K. NAIL (V3 CP #202) IN MEDIAN ISLAND OF LAKE-COOK ROAD ABOUT 989 FEET EAST OF THE CENTERLINE CENTERLINE INTERSECTION OF SAUNDERS ROAD AND LAKE -COOK ROAD. ELEVATION = 685.64 U.S.G.S. RM #2 SET P.K. NAIL (V3 CP #207) IN BITUMINUOS PATH ON THE EAST SIDE OF SAUNDERS ROAD ABOUT 209 FEET NORTH OF THE CFNTERUIN E INTERSECTION OF SAUNDERS ROAD AND LAKE -COOK ROAD. ELEVATION = 680.12 U.S.G.S. BM 0 SET CUT CROSS (V3 CP #210) IN CONCRETE WALK ON THE SOUTH SIDE OF LAKE-COOK ROAD ABOUT 2152 FEET EAST OF THE CENTERLINE INTERSECTION CENTERLINE INTERSECTION OF SAUNDERS ROAD AND LAKE-COOK ROAD. ELEVATION = 699.50 U.S.G.S. 3 1 4 S 6 0 EXISTING —x x— O 7R) — x 706M —J7— W G — T/£ — T D— } O•ofl t» O 0 El, SF— 8 8 I y LEGEND PROPOSED —x x— O 710 x 778026-.00 482.12 W G T/E 'E' •T ID A D— I1}- -- Q T x o.-o 0.0 0 s 0 O 1GY t2.. /VAS O SI C01 CD e--TP- -a 6 IU I II OES[RIPTION RIGHT -OF -WAY LINE PROPERTY LINE (EXTERIOR) LOT LPIE (INTERIOR) EASEMENT LINE FENCE LINE CENTERLINE PROPERTY CORNER CONTOUR CURB & GUTTER DEPRESSED CURB & GUTTER, REVERSE PITCHED CURB SPOT ELEVATION TOP OF CURB ELEVATION EDGE OF PAVEMENT ELEVATION UTILITY STUB SANITARY SEWER SANITARY FORCE MAW STORM SEWER WATER MAIN GAS MAIN UNDERGROUND TELEPHONE & ELECTRIC DUCT BANK BURIED CABLE - ELECTRIC BURIED CABLE-TELEPHONE UTILITY STRUCTURE WITH CLOSED LID CURB INLET DRAINAGE STRUCTURE WITH OPEN LID FIRE HYDRANT VALVE IN VALVE BOX GATE VALVE IN VALVE VAULT POST INDICATOR VALVE THRUST BLOCK TREE TREE LINE CONCRETE HEADWALL SUBMERGED HEADWALL FLARED END SECTION (F.E.S.) GUY WIRES FLOOD LIGHT UTILITY POLE LIGHT STANDARD TRAFFIC SIGNAL POLE HAND HOLE SOIL BORING IRRIGATION HEADS SIGN TELEPHONE MANHOLE MONITORING WELL TELEPHONE PEDESTAL TRANSFORMER PAD UTILITY TO BE ABANDONED FEATURE TO BE REMOVED STORMWATER FLOW DIRECTION STORMWATER OVERFLOW ROUTE DITCH CHECK INLET FILTER BASKET RIP RAP BOLLARD SILT FENCE WATER MAIN PROTECTION TRENCH BACKFILL UTILITY CROSSING LABEL GUARDRAIL RAILROAD TRACKS RETAINING WALL REVISION OEL04EATION CONSTRUCTION LIMIT LINE TREE PROTECTION FENCE 10 1 11 IL 1 IJ ABBREVIATIONS A ARC LENGTH ■ M B -B BACK TO BACK OF CURB B/C BACK OF CURB BLDG BUILDING BM BENCHMARK B/P BOTTOM OF PINE BV /VV BUTTERFLY VALVE IN VALVE VAULT THOMPSON, VENTULETT, STAINBACK & ASSOCIATES, INC., ARCHITECTS me aowery a.Ieaa ma save, ,asre sr >vea eoT cr o m_ eaeo. C E G CURB AND GUTTER su 2n 7aoo ra. 112 r nm t s- 4eslgn.oa„ CS CATCH BASIN L r* CENTERLINE CL CLOSED UD CO CLEAN OUT Saks as W berm, Im valid on U,e onaln1l aa.drq. ma 9'mmsi— or.nla, are 22. DIP DUCTILE IRON PIPE These —la hated hereon are hereto a,a,9e4 to ne rasa or me weraa sneer dimenswn a U,e enm OIA DIAMETER to — mme:o«,dim d'—m.0 he o,igmel aa.rny. ' DIWM DUCTILE IRON WATER MAIN Tnk dra.l,S is me pmp ./ ar Thompsw, Veehdeti, Smin sAwocta .Irc Arad— is :wt DWG DRAWING ra he rearaWS4 ar oapie4ln .ewe a h part It K Dory [a Ee wta forme amlea an4 ska spetlf!ea0y 4enUrea ne em an4 h nw m x a.ea ao am Omer vales It k m oe eU coed vpan ecvesl E EAST OR ELECTRIC p Ttros!psorl, VENTULe T, STS SACK 5 ASSOCAT S, Rue, nanalEers K EJ EXPANSION JOINT ELEV ELEVATION E/P EDGE OF PAVEMENT v's :Urno =Mss EX. EXISTING 7325 Jancs A:•cr•.uc F 6 CL FRAME 6 CLOSED LID '.JC OU ndga, It 305:1 F & G FRAME 6 GRATE 630.72 vlro r.a F & OL FRAME 6 OPEN LID FES FLARED END SECTION •,v.v3c o.ccn F -F FACE TO FACE OF CURB Vtato. var;e re, vlrt v :a..�ne r,_...n ...,, -ror•a v•r.... r..,•..a „.a '� FF FINISHED FLOOR KEYNOTE LEGEND F FINISHED GRADE FH FIRE HYDRANT F/L FLOW LINE G GAS LINE GV /VB GATE VALVE IN VALVE BOX GV /VV GATE VALVE IN VALVE VAULT ._ HDCP HANDICAP H R HOPE HIGH DENSITY POLYETHYLENE PIPE - HOW HEADWALL 4 HOR HORIZONTAL R HP HIGH POINT 4 HWL HIGH WATER LEVEL IE INVERT ELEVATION IN INLET LF LINEAL FEET G LP LOW POINT OR LIGHT POLE 1 L LEFT ME MATCH EXISTING NH MANHOLE MW MONITORING WELL N NORTH NIC NOT IN CONTRACT / NOT INCLUDED NWL NORMAL WATER LEVEL F OC ON CENTER OL OPEN UD PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVE PGL PROFILE GRADE LINE PI POINT OF INTERSECTION PL PROPERTY LINE E PP POWER POLE I PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENCY ' PUE PUBLIC UTILITY EASEMENT PVC POINT OF VERTICAL CURVATURE OR POLYVINYL CHLORIDE PIPE PVI - POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY p R RADIUS OR RIGHT RCP REINFORCED CONCRETE —e. 1. ISSUED FOR PERMIT tl -30 -09 ROW RIGHT OF WAY No. REVISONS /SUBMISSIONS jDate S - SLOPE OR SOUTH SAN SANITARY ' SF SA FENCE SF4 SANITARY FORCE MAIN SHT SHEET C SHW SUBMERGED HEADWALL j • O' SMH SANITARY MANHOLE STA STATION PHASE Z 0 ST STORM STRUCTURE OR STORM SEWER ATHLETIC FIELD IMPROVEMENTS ~ STMH STORM MANHOLE CO T TANGENT LENGTH OR TELEPHONE T/C TOP OF CURB , ' T/P TOP of PIPE T/W TOP OF WALL e 0 Ore. °'9 7;"a LEGEND, ABBREVIATIONS TYPPE AND BENCHMARKS TYP Ix Scot Project No. Oraeing No. UP UTILITY POLE Q VC VERTICAL CURVE 03225.PH2 S84 LL VERT VERTICAL � W WEST WM WATER MAIN A W LIJI 00t. 1 C 1.0 stole NIS 0 12 1 13 1 Q . O -10 -a-1 fix• J °1 C2.0 Lay03225 ph2 s84.dgn 2/9/2010 4:10:19 PM I o n • o - t 0 — cn e)(.8 (Y a6 t q 6z!. 0 qftas M J w %} C3.0 Grd03225 ph2 s84.dgn 2/9/2010 4:20:53 PM O /S • 0—/0-0-7 c X [ 1 .6 —1 96 L 1 J I 4 M L'Y, L K ST 1 -1 SOFTBALL -- ...pi_ =_ s _, .- -- -'-- ,rte - ---- 15 1 y 1 -' -- 1. JJJJ FES, II 1 IL FES 1 -1 ST 1 -1 5T 1 -2 FES 2 -1 FES 2.2 N: B2s," E 6852]1 !1: 82B9od E 665993 N 527.7 E: 667811 N: 62718.1 E: 66520.0 ,N 82710, E: 670519 HL RW 6M.0 HE£2E8Y G?A 6981 RO16��,1 R92 E 6B1.SD } dl.TS TER �Lti 06CREPMICIES MMEOATELY. G FES 2 -1' • `� ] ISSUED FOR PERMIT S BASF Q - 11 -30 -09 •,H:;%I,L1= 673.91 �� 1 � •t is NO. REVISIONS /SU8M1S9oNS n DO to TORE UIE'ED TIUE OF NT .CONTRACTOR SHOULD CALL- A:tE -ANp R SHOULD -- ...pi_ =_ s _, .- -- -'-- ,rte - ---- 15 1 y 1 IU 1 II 1 IL FES 1 -1 ST 1 -1 5T 1 -2 FES 2 -1 FES 2.2 N: B2s," E 6852]1 !1: 82B9od E 665993 N 527.7 E: 667811 N: 62718.1 E: 66520.0 ,N 82710, E: 670519 ST 11 SOCCER ST ST 2J sr ,. Si:' PARKING I IJ I FEM N: 62952.] E:- ]Ta3 18' RARE END SECTION 4' CB 4' NN 10• GRAM END SECTION WITH H GRAD END SECTION M FLARED END SECTION ® ® M 'NRF1 GRATE AND RIP RAP W'I FaOL WI FaOL VIf11R GRATE AND RIP RAP WITRI CRA, c MO RP RAP WITH GRATE ANO RIP RAP E 8760 IE 6 686.1 RUI 887.9 IE 6]811 E 60.150 IE BBZH]x M.- E 61542 E B)9 I8 ST 1 -] 5TH 89)09 N ST 1 -5 N: 829211 E 87625 4' NH 5T 1-0 N: 825893 E: 874J].l i IN s 2 -1 5T D2 Z)154 68T)5 STD] .V: BZ]'8A _8695)5 ME9292rb 6Cl WI F60L WI F60L 2 EEO R F60L a' MN W /F60L 6819 R1M 61M.0 RW 6M.0 HE£2E8Y G?A 6981 RO16��,1 R92 E 6B1.SD E B81.Ba dl.TS E 682.56 2s u - i _- - c €; PtiTt YT < I BASIN C "�'' � �` � I'�' is L �f - _ r~ �'�,�.�• ^- �1 < Jf I H L =a on B r NWL = 676.00 BOTTOM OF BASIN = 675.75 Ni J, 1 1 1 2 3 4 1 S 6 1 7 C4.0 UU03225 ph2 s84.dgn 2/9/2010 4:21:20 PM FEES -2.2 �•ofi (y: BIT, PA'- A•AHNT >. II ,d m E N. BtS52.8 '. V E: B7B9.] IT--AREDENOSECTION THONPSON, VE 1TWLETT, STAIN13ACK & ASSOCIATES, INC., ARCHITECTS WITH CRATE AND RIP RAP TM RooLery BuYap 209 -uSNk Str 1 Sure WO C-w 06nms 606°s IE 6825Y_ N.E- 7l2 )Tl )s00 Nz lE 1 TI) )500 M-0eslgn.an L SCales as -t,d MTeon art Yalie 01 UN: M9iml Oro, it , Ne 0lmensio- or NO are 22 A 34 In°,es. ` These sm1 noted hereon are hereby dwyM l,v [ne ra4a of 0x werail spec: dimensions PI t e pnn[ 0 to the c T-Porldir19 dimes . of tt a original d,.w.q. O.,r This arawhlq 15 Pe p,o --..T W Thwnpspn, Ven°nea, SWnOadr 6 Aszocle[es, inc., avchects and is not to Oe repro0000 or.p e. in whde - In Part R Is 1' 1. ce IuaO for U:e proles arW i'. -r-ft, - YendCeO ne<eN 110 K not to Be use° on arty ocur pmj- It is to De reRmM �p n ROUest � A =T= ST 1.5 O HOMPO, VEFLEr, STAINBACK 9 ASSOCATS, INC, RCI iCTS - K ;@o.,o% ST LF- 10'RCP Y3 COm Ocn'55 _i- TT 7325 Jane; Av-, 53 0. w.v3 9 202 € sx W W.v 3raacm 'A -, KEYNOTE LEGEND -30-- PROPOSED STORM SEWER H � - }- PROPOSED SMRARY SEWER I i ;t %l �L -w- PROPOSED WATER MAN �l ® PROPOSED STORM BEET /'l 1 ® PROPOSED CURB MET 1 O PROPOSED SANTTARY MANHOLE PROPOSED ERE HYDRANT _ PROPOSED GATE VALVE IN VAULT C) PROPOSED GALE VALVE IN BOX G �••` X PROPOSED LIGHT POLE STANDARD V I F NOTE Dl fR u.a C Ir C IE'R83.i F X59.12 = l _ .- 1... ,270 SF) ..�� KEY MAP E - WATF5 NOTES: . HE£2E8Y G?A 1. COMRl1CT0R TO FREID VFAEY LOCATION. AVERT, AND 6RE OF ALL EXISTNG URITES CRIOR TO ORDERBIG WTERLV.S OR BEGVOIING UTIU-WORK CONTRACTOR 1. NOTFY ENOwEER OFANY 06CREPMICIES MMEOATELY. 1. ISSUED FOR PERMIT 11 -30 -09 2 UNOERGROW:AND ARTY WFORWTKkl L4 PRESENTED AND A ABLE PR AT THE NO. REVISIONS /SU8M1S9oNS DO to TORE UIE'ED TIUE OF NT .CONTRACTOR SHOULD CALL- A:tE -ANp R SHOULD D ATEFI BEFORE ATE FEJD LOCATIONS OF EIOSTNC UN-W EER O NRLTTIES BEFORE CONSTRUCTION COM.,ENCES. NOTOY ENGWfII20F ANY p60REPANCES MNFDAIELY. ]. ALL CO NATES FOR PROPOSED BTRUCTEATES ALONG CEIRB LNE REFER TO BACK OF CURS SEE NANNOI.E LOCATION DETAIL N CONSTRUCTION DETAILS. `' 4. FAOL STRUCTURES IN CRASS MEAS ARE EOVNALEIR TO R-aLON OR TAKEDA PHAWACEUTICALS NORTH HEADQUARTERS APPROVED EQUAL . PHASE Z 5. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL UNDER ORAINS TO BE INSTALLED W SPORTS FIELDS. CONTRACTOR TOCOORDOATE ROUTING AND UNDER DPiVN COIa:ERKN4 TO SITE STORN STRUCTURES ATHLETIC FIELD IMPROVEMENTS _O BETVIEEN Ui6ItY CONTRACTOR 4IO LANDSCADE CONTRACTOR L3 5 CONTRACTOR TO LOCATE EXINO DATA AND ELECTRICAL LNES PRIOR TO ANY EXCAVATION AND PROTECT UNE5 TPROUGHOUT 0 I COP6TRl1LT1ON ACTNTT -4Eh PREVFM MY06REXISTN FSERVt,E. .,ee ExiiEME CAIfiION wHFN' EXCAVATING NEAR EXESIwC LINES. cn I D.:nq Title B Z UTILITY PLAN @ rd'Ie, 0 Seel Project No. OrD.irlg No. O € 89M.PH2 S84 LL E] W Q W 40 0 40 $p D° �� O A LLJ i• • 40' SCALE FEET Scale 1•_40 • O it z 8 I 9 I 10 I 11 1 12 1 13 1 L I J GENERAL NOTES I. EXISTING SITE TOPOGRAPHY, UTILITIES, RIGHT -OF -WAY AND HORIZONTAL CONTROL SHOWN ON THE DRAWINGS M WERE OBTAINED FROM A SURVEY PREPARED BY: V3 COMPANIES OF ILLINOIS LTD. 7325 JANES AVENUE WOODRIDGE. IL 60517 COPIES OF THE SURVEY ARE AVAILABLE FROM THE ENGINEER. SITE CONDITIONS MAY HAVE CHANGED SINCE THE SURVEY WAS PREPARED. CONTRACTORS TO VISIT SITE TO FAMILIARIZE THEMSELVES WITH THE CURRENT L CONDITIONS. 2. ALL E)OSTING TOPOGRAPHY, UNDERGROUND UTILITIES, STRUCTURES AND ASSOCIATED FACILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICH ARE NOT PRESENTLY KNOWN. 3. CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES K AND FACILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL AND STARTING WORK 4. ALL ELEVATIONS ARE BASED ON USGS DATUM. BENCHMARK LOCATIONS AND ELEVATIONS ARE SHOWN ON PLANS. 5. ALL APPLICABLE PROVISIONS OF THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT ARE HEREIN J INCORPORATED BY REFERENCE. 6. THE CONTRACTOR SHALL SUBSCRIBE TO ALL GOVERNING REGULATIONS AND SHALL OBTAIN ALL NECESSARY PUBLIC AGENCY PERMITS PRIOR TO STARTING WORK THE CONTRACTOR, BY USING THESE PLANS FOR THEIR WORK, AGREE TO HOLD HARMLESS V3 COMPANIES OF ILLINOIS LTD., THE MUNICIPALITY, THEIR EMPLOYEES AND AGENTS AND THE OWNER WHILE ACTING WITHIN THE SCOPE OF THEIR DUTIES FROM AND AGAINST ANY AND ALL LIABILITY, CLAIMS, DAMAGES, AND THE COST OF H DEFENSE ARISING OUT OF CONTRACTOR(S) PERFORMANCE OF THE WORK DESCRIBED HEREIN. BUT NOT INCLUDING THE SOLE NEGLIGENCE OF [HE OWNER, HIS AGENTS, THE ENGINEER, HIS EMPLOYEES AND AGENTS. 7. EXCEPT WHERE MODIFIED BY THE CONTRACT DOCUMENTS, ALL WORK PROPOSED HEREON SHALL BE IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS WHICH ARE HEREBY MADE A PART HEREOF: G a. 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS' AS PREPARED BY ]DOT, LATEST EDITION. b. 'STANDARD SPECIFICATIONS FOR WATER AND SEVIER MAIN CONSTRUCTION IN ILLINOIS AS PUBLISHED BY THE IEPA; LATEST EDITION, 4 ILLINOIS RECOMMENDED STANDARDS FOR SEWAGE WORKS; AS PUBLISHED BY THE [EPA. F LATEST EDITION. d. THE LATEST EDITIONS OF THE SUBDIVISION CODE AND STANDARDS OF THE VILLAGE OF DEERFIELD. e. THE NATIONAL ELECTRIC CODE. IN THE EVENT OF CONFLICTING SPECIFICATIONS WITH REGARD TO SITEWORK ISSUES DESIGNED BY THE ENGINEER, THE MORE STRINGENT REQUIREMENT SHALL E GOVERN. e. NO BURNING OR INCINERATION OF RUBBISH WILL BE PERMITTED ON SITE. 9. THE CONTRACTOR SHALL PROVIDE FOR THE SAFE AND ORDERLY PASSAGE OF TRAFFIC AND PEDESTRIANS WHERE HISMER OPERATIONS ABUT PUBLIC THOROUGHFARES AND ADJACENT PROPERTY IN ACCORDANCE WITH LOCAL ORDINANCE AND [DOT D REQUIREMENTS. 10. BEFORE EXCAVATING OVER OR ADJACENT TO ANY EXISTING UTILITIES, CONTRACTOR SHALL NOTIFY THE OWNER OF SUCH UTILITIES TO ENSURE THAT PROTECTIVE WORK WILL BE COORDINATED AND PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER OF THE UT[LnY INVOLVED. IF ANY EXISTING SERVICE LINES, UTILITIES AND UTILITY STRUCTURES WHICH ARE TO REMAIN IN SERVICE ARE UNCOVERED OR ENCOUNTERED C DURING THIS OPERATION, THEY SHALL BE SAFEGUARDED, PROTECTED FROM DAMAGE AND SUPPORTED IF NECESSARY. 11. ALL COORDINATES REFER TO BACK OF CURB, CENTERLINE OF MANHOLE STRUCTURE UNLESS OTHWERWISE INDICATED. 12. ALL CURB RADII REFER TO BACK OF CURB. 13. THE CONTRACTOR SHALL NOTIFY THE VILLAGE OF B DEERFIELD 48 HOURS PRIOR TO COMMENCING ANY WORK AND FOR ANY NEW CONSTRUCTION REQUIRING INSPECTION. 14. AREAS OUTSIDE THE R.O.W. LINE OR CONSTRUCTION LIMIT LINE IMPACTED BY OPERATIONS OF THE CONTRACTOR SHALL BE RETURNED TO THE STATE IT WAS FOUND PRIOR TO NEW CONSTRUCTION, EXCEPT WHERE NEW WORK IS SHOWN. A 15. STREET PAVING AND CURBS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AND IF DAMAGED, SHALL BE REPLACED PROMPTLY IN CONFORMANCE WITH THE MUNICIPALITY OR DOT STANDARD SPECIFICATIONS IN MATERIALS AND WORKMANSHIP. 4 1 D 16. PROPOSED ELEVATIONS INDICATE FINISHED CONDITIONS. FOR ROUGH GRADING ELEVATIONS ALLOW FOR THICKNESS OF PROPOSED PAVING (ROADS. WALKS, DRIVES. ETC.) OR TOPSOIL AS INDICATED ON DRAWINGS. 17. PROVIDE TRENCH BACKFILL IN ACCORDANCE WITH THE DETAILS OF THE PLANS FOR ALL UTILITY LINES (OR AS OTHERWISE NOTED ON PLANS). BACKFILL SWILL BE PLACED AND COMPACTED PER THE VILLAGE OF DEERFIELD AND TOOT SPECIFICATIONS. 18. BACKFILL SHALL BE PLACED NEXT TO THE CURB AS SOON AS PERMISSIBLE AFTER CONSTRUCTION TO PREVENT SCOURING AND UNDER CUTTING BY STORM WATER RUNOFF. 19. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALL UNDERGROUND UTILITY CONSTRUCTION AND SUBMIT RECORD INFORMATION TO ENGINEER FOR USE IN PREPARING RECORD DRAVANGS. 20 ALL BUTT JOINTS AS SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER SHALL BE CONSTRUCTED BY MILLING AND SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE BITUMINOUS SURFACE COURSE. 21. ALL TREES TO BE SAVED SHALL BE IDENTIFIED PRIOR TO CONSTRUCTION BY THE LANDSCAPE ARCHITECT AND SHALL BE PROTECTED PER [DOT SECTION 201.05. THE RIGHT -OF -WAY LINE AND LIMITS OF THE CONTRACTORS OPERATIONS SHALL BE CLEARLY DEFINED THROUGHOUT THE CONSTRUCTION PERIOD. ALL TREES NOTED TO REMAIN SHALL BE PROTECTED FROM DAMAGE TO TRUNKS, BRANCHES AND ROOTS. NO EXCAVATING, FILLING OR GRADING IS TO BE-DONE INSIDE THE DRIP LINE OF. TREES UNLESS OTHERWISE INDICATED. 22. FINAL ADJUSTMENT OF FIRE HYDRANTS, VALVE VAULTS AND MANHOLES ARE INCIDENTAL TO THEIR COST. 23. CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BE PROTECTED IN SUCH A WAY AS TO PREVENT ACCUMULATION OF MUD OR SOIL ON PUBLIC THOROUGHFARES. AT THE END OF EACH DAY AND AS OFTEN AS NECESSARY THE CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBLIC STREETS OR AS REQUIRED BY STATE AND VILLAGE OF DEERFIELD OFFICIALS. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL AS SHOWN ON THESE DRAWINGS. 25. ALL UTILITY CONNECTIONS TO EXISTING LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REGULATIONS AND TO THE SATISFACTION OF THE UTILITY OWNER 26. FOR REGULATED UTILITY LOCATIONS, THE CONTRACTOR SHALL CONTACT THE JOINT UTILITY LOCATION INFORMATION FOR EXCAVATORS, 'J.U.L.I.E.' AT 1-800- 892 -0123. LOCAL GOVERNMENT AGENCIES SHOULD BE CONTACTED BY THE CONTRACTOR FOR LOCATION OF ALL NONREGULATED UTILITY LOCATIONS. PLEASE CALL FOR LOCATES 48 HOURS IN ADVANCE OF CONSTRUCTION. 27. WHEN AN EXISTING DRAINAGE ROUTE, EITHER A STORM SEWER OR WATERWAY, IS INTERRUPTED DUE TO THE SEWER INSTALLATION, THE DRAINAGE ROUTE SHALL BE REESTABLISHED TO ORIGINAL CONDITIONS BY THE END OF THE SAME WORK DAY. DRAINAGE MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 28. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED BY THE UTILITY COMPANY AT THE CONTRACTORS EXPENSE. 29. AN INSPECTION OF THE SUBGRADE WILL BE MADE BY PERFORMING A PROOFROLL TEST IN THE PRESENCE OF THE MUNICIPAL ENGINEERING DEPARTMENT INSPECTOR. THE SUBGRADE MUST BE APPROVED PRIOR TO PLACING ANY TYPE OF CURB AND GUTTER, GEOTEXTILE STABILIZATION FABRIC OR BASE MATERIAL 30. PROVIDE SMOOTH VERTICAL CURVES THROUGH HIGH AND LOW POINTS INDICATED BY SPOT ELEVATIONS. PROVIDE UNIFORM SLOPES BETWEEN NEW AND EXISTING GRADES. AVOID RIDGES AND DEPRESSIONS. 31. THE CONTRACTOR IS RESPONSIBLE FOR HAVING A SET OF APPROVED' ENGINEERING PLANS WITH THE LATEST REVISION DATE ON THE JOB SITE PRIOR TO THE START OF CONSTRUCTION. 32 NO HOLES ARE TO BE LEFT OPEN IN THE PAVEMENT OR PARKWAY OVER A HOLIDAY, WEEKEND OR AFTER 3:00 P.M. ON THE DAY PRECEDING A HOLIDAY OR A WEEKEND. 33. ALL EXISTING PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAWCUT ALONG LIMITS OF PROPOSED REMOVAL BEFORE COMMENCEMENT OF PAVEMENT REMOVAL. 34. BAND SEAL CONNECTORS OR EQUIVALENT SHALL BE USED TO JOIN PIPES OF DISSWILIAR MATERIAL 35. COPIES OF SOILS INVESTIGATION REPORTS MAY BE OBTAINED FROM THE OWNER. ANY BRACING, SHEETING OR SPECIAL CONSTRUCTION METHODS DEEMED NECESSARY BY THE CONTRACTOR IN ORDER TO INSTALL THE PROPOSED IMPROVEMENTS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE PROJECT. ANY ADDITIONAL SOILS DATA NEEDED TO CONFIRM THE CONTRACTORS OPINIONS OF THE SUBSOIL CONDITIONS SHALL BE DONE AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL OBTAIN THE OWNERS WRITTEN AUTHORIZATION TO ACCESS THE SITE TO CONDUCT A SUPPLEMENTAL SOILS INVESTIGATION. b I / 1 b 36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS, TRAFFIC CONTROL DEVICES AND WARNING DEVICES TO INFORM AND PROTECT THE PUBLIC DURING ALL PHASES OF CONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH ARTICLE 107.14 OF THE DDOT STANDARD SPECIFICATIONS. ALL TRAFFIC CONTROL WORK SHALL BE DONE IN ACCORDANCE WITH [DOT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 37. REMOVED PAVEMENT, SIDEWALK CURB AND GUTTER. ETC. SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN OFFSITE DUMP SITE AT HIS OWN EXPENSE. 38. ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM SEWER OR EXTENDED TO OUTLET INTO A PROPOSED DRAINAGE WAY AS DETERMINED BY THE ENGINEER. IF THIS CANNOT BE ACCOMPLISHED, THEN IT SHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THE ORIGINAL LINE AND PUT IN ACCEPTABLE OPERATIONAL CONDITION. A RECORD OF THE LOCATION OF ALL FIELD TILE FOR ON-SITE DRAIN PIPE ENCOUNTERED SHALL BE KEPT BY THE SUBCONTRACTOR AND SUBMITTED TO THE ENGINEER UPON COMPLETION OF THE PROJECT. ALL FIELD TILE REPAIRS MUST MEET THE ILLINOIS URBAN MANUAL SPEC 945. THE COST OF THIS WORK SHALL BE CONSIDERED AS INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE PROVIDED. 39. THE CONTRACTOR SHALL MAINTAIN ON THE JOBSITE AT ALL TIMES A LEGIBLE RECORD ON A SET OF CURRENT ' APROVED' ENGINEERING PLANS OF ANY FIELD TILE ENCOUNTERED, AND ANY MODIFICATIONS OR ALTERATIONS TO ALIGNMENT AND/OR TO PLANS AND SPECIFICATIONS OF PROPOSED IMPROVEMENTS. ETC. CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ALL UNDERGROUND UTILITY CONSTRUCTION INCLUDING BUT NOT LIMITED TO STRUCTURES, MANHOLES, WYES AND SERVICES, VALVE BOXES. VAULTS. HYDRANTS, ETC. CONTRACTOR TO SUBMIT'RECORW INFORMATION PER LAKE COUNTY PUBLIC WORKS DEPARTMENT REQUIREMENTS TO ENGINEER FOR USE IN PREPARING -RECORD DRAWINGS'. THE CONTRACTOR SHALL PROVIDE RECORD ELEVATIONS OF ALL WATER MAIN CONSTRUCTED EVERY 100 LF (TOP OF PIPE) TO THE ENGINEER 40. CONTRACTOR SHALL RESPREAD 6 INCHES OF TOPSOIL ON ALL FINAL LANDSCAPE AREAS AND 61NCHES OF TOPSOIL ON ALL FUTURE DEVELOPMENT AREAS UNLESS OTHERWISE NOTED. 41. TREES SHALL BE INSTALLED A MINIMUM OF 5 FT HORIZONTALLY FROM SANITARY SEWERS, SANITARY SERVICES, WATER MAINS. AND WATER SERVICES. TREES SHALL BE INSTALLED A MINIMUM 10 FT HORIZONTALLY FROM UTILITY STRUCTURES AND APPURTENANCES, INCLUDING BUT NOT LIMITED TO MANHOLES, VAULVE VAULTS, VALVE BOXES, HYDRANTS, ETC. 42. A 6' HIGH PERIMETER SECURITY FENCING WITH LOCKABLE ACCESS GATE SHALL BE PROVIDED AROUND THE ENTIRE PERIMETER OF THE SITE DURING CONSTRUCTION. GATE SHALL BE LOCKED AT ALL TIMES WHEN NO CONSTRUCTION IS TAKING PLACE. 43. THE ENGINEER AND OWNER ARE NOT RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, TIME OF PERFORMANCE, PROGRAMS OR FOR ANY SAFETY PRECAUTIONS USED BY THE CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXECUTION OF HISMER WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS. 44. THE CONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE AS REQUIRED BY THE VILLAGE OF DEERFIELD. 45. A PRE-CONSTRUCTION MEETING WITH THE VILLAGE OF DEERFIELD IS REQUIRED PRIOR TO THE START OF CONSTURCTION. FURTHERMORE, THE CONTRACTOR SHALL NOTIFY THE VILLAGE OF DEERFIELD (847- 945 -5000) AND THE VILLAGE ENGINEER OF DEERFIELD (847 - 9455000) AT LEAST 72 HOURS PRIOR TO BEGINNING ANY WORK 46. UPON COMPLETION OF CONSTRUCTION, AS$UILTS OF ALL UTILITIES ARE REQUIRED TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER AND PROVIDED TO THE VILLAGE OF DEERFIELD FOR FINAL APPROVAL. FURTHERMORE, UPON APPROVAL OF THE UTILITY AS- BUILTS, REPRODUCIBLE COPIES AND CAD FILES WILL BE REQUIRED BY THE VILLAGE OF DEERFIELD. y ILA I II I IL IJ GENERAL SPECIFICATIONS PAVING. CURB AND WALK ■ S M t. WORK UNDER THIS SECTION SHALL INCLUDE FINAL SUBCRAOE SHAPING AND PREPARATION , FORMING. JOINTING. PLACEMENT OF ROADWAY AND PAVEMENT BASE COURSE MA TERIALS AND SUBSEOENT BINDER AND/OR SURFACE CORSES, PLACEMENT. FINISMIMG AMO CURING OF CONCRETE, FINAL CLEAN -W, AM ALL RELATED WORX. 2. SHALL BE COMPACTED 70 A YIL PROCTOR IN WON NmIF LED ACCORDANCE .ITN 0- 1557 -70. FILM SECTION SHALL BE 0111E IN MM%IMAAN SEC GONE I THOMPSON, VENTULETT, STAINBACK 8 ASSOCIATES, INC., ARCHITECTS 9" LIFTS MMEN 9" LIFTS AS RECOMMENDED BY THE GEOTECNN ICAL REPORT. TM po -9 ldm -Scuts t-,ImS See.. Ones 6a9oe UYOP° 7tz na a.m raa 112 m asap t..- ees".am S. ALL PAVING. SIDEWALK AND CRAB AND TITTER NOW SHALL BE 004E IN ACCORDANCE WITH THE ILLINOIS DEPARTMENT OF TRANSPORTATION "STANDARD L SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION'. LATEST EDITION. AND THE STANDARD SPECIFICATIONS FOR THE VILLAGE O DEERFIELD. 4. SUBGRADE FOR PROPOSED PAYEIENNT SHALL BE FINISHED BY THE EXCAVATION Soles as sateu I- art vatlo an the /,Will Or M, me d:'mensloos of wWO are 22 a 34 IrFhes. CONTRACTOR TO WITHIN 0.1 FOOT. PLUS OR MINUS- OF RAN ELEVATIONS. THE These sinks dated hcseon are hereby FNaaraed l Lx rabp of the o-all shoe: dlmensioru of Lle Fnm PAVING CONTRACTOR SHALL SATISFY HIMSELF THAT THE SUBGRADE HAS BEEN to the torrespartlmg limens of the original dra wvg PROPERLY PREPARED THAT THE FINISHED TOP SUISMADE ELEVATION BEEN RAO GRADED WI TN IM TOLERANCES ALLOWED IN THESE SPECIFICATIONS. ST THE dr is Rte pope Wry W TXpmpson, B A Tnc., A�CY[aY.is and is .wt PAVING CONTRACTOR ADVISED THE OSTR AND RI T I G IRIS IN OUTING 70 IT to to, to4erapro0u[ edam ln.aXak ar Hpart It is la Dit usto,ar tee proles aiM SkaspasGOW 0 ,,, It is, ." ". N. FINE GRADING FOR BASE GORSE CONSTRUCTION. IT IS UNDERSTOOD, THAT HE HAS IS THAT aendnea nereV+ a0a K not m x used oa arry sine, pralecL II rs ro x reamep upon recuesL not xoj APPROVED AND ACCEPTS THE RESPONSIBILITY FOP THE SUBGRADE. PRIOR TO PLACEMENT OF PAVEMENT BASE MATERIALS. THE PAVING CONTRACTOR SHALL FINE 1 GRADE NNE SUBGAADE SO AS TO INSURE THE PROPER THICKNESS OF PAVEMENT 0 THONPSOM, VENTULETT, STAN9ACK a ASSOCIATES, INC., ARCMTECTS K COURSES. NO CLAIMS FOR EXCESS T~GE OF BASE MATERIALS DUE TO IMPROPER SuWAAOl PREPARATION WILL BE HONORED. 1 S. COMBINATION CURB AND MATTER MALL MA OF THE TYPE AS DETAILED IN THE Can:oaniea CONSTRUCTION PLANS. THE OR AN O SHALL HAVE ER AIR CONTENT O' NOT LESS 73 732j Janes A:•eniX t. 1 THAN THAN FIVE PERCENT ISSN NOR MORE NT IWZN OP THE VA M '130.- :tlgE, IL 5Ia CONCRETE• THE SLIND SMALL BE MO MALE THAN ik M E NO CONOE TE SHALL BE A M1"IMKy V. 53. ^, 7 J 920P �hn G.e IN M (I MIX STR 161 BAG FOURTEEN AND SMALL DAYS. A A CURB API OP 1.500 SHALL COMPRESS RO LYE STRENGTH At 1141 DATA. ALL CUB AID GUTTER 5114E O BROW - +24,3202 Tax E COTRA FINISHED. THE CONTRACTOR IS TO REFER TO INE THE GUTTER F ST AMOMDS AND THE PAVEMENT CROSS - COURSE HI DETERMINE THE TITTER FLAG CROSS-SECTION IN ICINESS AND THE AGGREGATE BATE COURSE THICKNESS BENEATH THE CURB AID J GUTTER. THE AGGREGATE BENEATH THE CURB AND TITTER SHALL OP INCLUDED IN vide, Ver.P rP. +Irt ate..: Kea :• „_a ._ ..sa_,a.�: xt... THE UNIT PRICE OF THE PAVEMENT BASE COPSE. KEYNOTE LEGEND 6. CURING AND PROTECTION OF ALL EXPOSED CONCRETE SURFACES SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. NO MOST {OWING OF THE CURB AND GUTTER WILL BE ACCEPTED. A PROTECTIVE COAT SHALL BE APPLIED TO ALL FULLY CURED CONCRETE CURBS. 7. CURBS SHALL BE DEPRESSED AT LOCATIONS WHERE PUBLIC VAL KS/PEDESiR1AN PATHS AND BIKE PATHS INTERSECT CURB LINES AT STREET INTERSECTIONS AND OTHER LOCATIONS AS DIRECTED. TRUNCATED DONES SHALL 13F PROVIDED AT ALL DEPRESSED CURBS 6 CURB RAMPS. T RUNC A TED DOES SHALL EXTEND THE FULL WIDTH I AND LENGTH O' THE RAMP. IMMLA)ING THE FLARED EDGES. H S. BACKFILLING O CURBS OR PAVEMENT SHALL BE THE RESPONSIBILITY OF THE EAR TNWORK CONTRACTOR. .. 9. IT SHALL BE THE RESPONSIBILITY O THE PAVING CONTRACTOR TO REMOVE FROM THE SITE ANY AND ALL MATERIALS AND DEBRIS WHICH RESULT FROM HIS CONSTRUCTION OPERATIONS AT NO ADDITIONAL EXPENSE TO THE OWNERS. 10. PAVEMENT SHALL BE CONSTRUCTED ON COMPACTED THOROUGHLY CPACTED SORADE MEETING THE REOUIREME"TS OF SECTION 212 O THE STANDARD SPECIFICATIONS. 11. STRIPING O PAVEMENT SMALL BE IN ACCORDANCE WITH THE CONSTRUCTION PLANS. AL L PAVEMENT STRIPING FOR THE MAIN LOOP ROAD SHALL BE THERMOPLASTIC. ALL PAVEMENT STRIPING FOR PAWING AREAS SHALL BE PAINT. EARTHWORK AND GRADING 1. WORK UNDER THIS SECTION SHALL INCLUDE BUT NOT BE LIMITED r0 THE FOLLOWING, A. CLEARING AND REMOVAL O ALL UNDESIRABLE TREES AND OTHER VEGETATIVE GROWTH WITHIN THE CONSTRUCTION AREA. TREE REMOVAL SMALL BE DESIGNATED BY THE OWNER AND APPROVED By VILLAGE FORESTER AND SHALL BE KEPT TO A MINIMUM. 0. STRIPPING O TOPSOIL FROM ALL STREET. DRIVEWAY. PARKING LOT. RIGHT- OF -WAY. BUILDING PAO. AND OTHER DESIGNATED STRUCTURAL AREAS. C. STOCKPILING OF TOPSOIL AT LOCATION$ AS DIRECTED BY THE DINNER. 1 TOPSOIL STOCKPILED FOR FUTURE USE SMALL BE RELATIVELY FREE FROM LARGE ROOTS. STICKS. WEEDS. BRUSH. STONES LARGER THAN ONE III INCH IN DIANE TER. ON OTHER LITTER AMO WASTE PRODUCTS INCLUDING EXTRANEOUS MATERIALS N07 CONDUCIVE TO PLANT GROWTH. TOPSOIL SMALL BE STOCKPILED IN SEOUENCE 10 ELIMINATE ANY REHANDLING OR DOBLE NOVEIEN TS BY THE CONTRACTOR. FAILURE TO PROPERLY SEOIENCE THE STOCKPILING OPERATIONS SMALL NOT CONSTITUTE A CLAIM FOR ADDITIONAL COMPEMSAT ION . MO MATERIAL SHALL BE STOCKPILED IN FRONT YARDS. OVERLAND BRAIMACE $WAL E$ IFLOOD ROUTING AREASI. IN PROPOSED UTILITY LOCATIONS. IN UTILITY EASEMENTS. OR IN THE RITNT-OF- WAY, O. REMOVAL OF UNSUITABLE MATERIALS AS SPECIFIED FROM ROADWAY. DRIVEN DT/pARR IMG. BUILDING PAD. AND OTHER DESIGNATED AREAS. E. DEMDLI i ION AND REMOVAL OF EXISTING PAVEMENTS AND OTHER MATERIALS. INCLUBI MG DISPOSAL OF SAME. AT A OUMP SITE AS SELECTED BY THE CONTRACTOR. THE USE OF EXPLOS I YES IS NOT PERMITTED. F. CLAY CUT AND CLAY FILL WITH COMPACTION WITHIN ROADWAY. DRIVEWATIPARKIMG. BU ILDI MG PAD. AMD OTHER DESIGNATED AREAS. G. EXCAVATION AND GRADING OF THE OPEN SPACE AMO/OR YARD AREAS PER PLAN INCLUDING DESIGNATED LAKE REGRADING. EXCAVATION AND CONSTRUCTION OF BERMS. ETC. N. PLACEMENT AND COMPACTION OF STRUCTURAL MATERIAL TO THE DESIGN SUBGRADE ELEVATIONS AS REOUIREO BY THE STANDARDS AND DETAILS ON THE CONSTRUCTION PLANS. THE CONTRACTOR WILL NOTE THAT THE ELEVATIONS SHOWN ON THE CONSTRLIC7104 PLANS ARE FINISHED GRADE ELEVATION $ AND THAT PAVEMENT AND/OR TOPSOIL REPLACEMENT TH ICKMESS MUST BE SUBTRACTED TO DETERMINE SIBGRAOC ELEVATIONS. I. IF REOUIREO. BORROW PIT EXCAVATION OF STRUCTURAL MATERIAL AND REFILL OF PIT WITH NON- STRUCTURAL MATERIAL. J. PLACEVENT AND COMPACTION OF MOI- STRUCTURAL FILLS. K. IF REQUIRED. REMOVAL FROM SITE AND DISPOSAL OF ANY EXCESS 137 UNSUITABLE MATERIAL UPON COMPLETION OF MASS GRADING. L. MOVEMENT AND COMPACTION O SPOILS MATERIAL FROM THE CONSTRUCTION O UNDERGROUND UTILITIES. N M. BACKFILLING OF CURBS AND/OR PAVEMENT AND SIDEWALK AFTER I MSTALLAT ION OF SAME BY THE PAVING CONTRAC TOR. N. FINAL SHAPING AND TRI WING TO THE LINE S• GRADES. AND CROSS - SECTIONS SHOW" IN THESE PLANSI AND TOPSOIL PLACEMENT TO DESIGN FINISHED GRADE ELEVATIONS. 0. SOIL EROSION CONTROL MEASURES IM ACCORDANCE WITH THE APPLICABLE SPECIFICATIONS. - G -00 F E D 11 -}p -09 Dole GENERAL NOTES AND SPECIFICATIONS of Project No. Drawing No. OG225 .PH2 S84 Dale C5.0 0$03 -09 Scde NTS I 1 I 2 I 3 I 4 1 S I 6 I 7 1 8 I 9 1 10 1 11 I 12 I 13 1 Q C5.0 Spc03225 ph2 s84.dgn 2/9/2010 4:21:41 PM O l 0 - 0'7 c--)(. B ss 19 Z LD U B 0 U Q' U - LL 0 W Q W A w lY 0 Z I I L 1 J 1 4 1 n I Z. PRIOR TO ONSET OF MASS GRADING OPERATIONS. THE EARTNpLL CONTRACTOR %/i SMALL FAMILIARIZE HIMSELF WITH THE SOIL EROSION CONTROL SPECIFICATIONS. THE INITIAL ESTABLISHMENT OF EROSION CONTROL PROCEDURES AND THE PLACEMENT OF SILT FENCE. ETC. TO PROTECT ADJACENT PROPERTY SMALL OCCUR BEFORE MASS GRADING BEGINS. 3. THE GRADING OPERATIONS ARE TO BE CLOSELY SUPERVISED AND INSPECTED 81 A REPRESENTATIVE O THE ON ER'S TESTING AGENCY. ESPECIALLY DARING THE REMOVAL OF USUITABLE MATERIAL AID THE CONSTRUCTION OF EMBANKMENTS OR BUILDING PADS. ALL TESTING. INSPECTION. AID SUPERVISION OF SOIL QUALITY. UNSUITABLE SOIL REMOVAL AID ITS REPLACEMENT. AND OTHER SOILS RELATED OPERATIONS SMALL BE ENT IRELT THE APPROVAL OF THE OWNER'S FROM REPRESENTATIVE FR THE TESTING AGENCY. L H. THE GRADING ANC CONSTRUCTION O THE SITE IMPROVEMENTS SHAL L NOT CAUSE PORING OF STORY WATER. ALL AREAS SMALL BE GRADED TO ALLOW POSITIVE DRAINAGE. S. THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLANS ARE FINISHED GRACE. SIX INCHES ti -I O TOPSOIL IS TO BE PLACED BEFORE FINISH GRADE ELEVATIONS ARE ACHIEVED. OR AS OTHERWISE NOTED ON THE PLANS. 6. THE SELECTED STRUCTURAL FILL MATERIAL SMALL BE PLACED IN LEVEL UNIFORM LAYERS SO THAT THE COMPACTED THICKNESS IS APPROXIMATELY SIX INCHES 16'1, IF COMPACTION EOUIPENT DEMONSTRATES THE ABILITY TO COP ACT GREATER THICKNESSES. THEN A GREATER THICKNESS MAY BE SPECIFIED. EACH LAYER f( SHALL BE THOROUGHLY MIXED DURING SPREADING TO INSURE UNIFORMITY. 7. EMBANKMENT MATERIAL WITHIN ROADWAY. DRIVEWAY. PARKING LOT AND OTHER STRUCTURAL CLAY FILL AREAS SMAL L BE COPACTED TO A MINIMUM OF NINETY FIVE PERCENT 19S %1 O MAXIMUM DENSITY IN ACCORDANCE WITH AST11 SPECIFICATIONS DISST IMODIFIED PROCTOR NE THODI OR AASMTO TIRO. OR TO SUCN OTHER DENSITY AS MAY BE OE TERM IRED APPROPRIATE BY THE SOILS ENGINEER. EMBANKMENT MATERIAL FOR BUILDING PADS SMALL BE COMPACTED TO A YIN IMP OF NINETY FIVE PERCENT 19511 O MAXIMUM DENSITY IN ACCORDANCE WITH ASTM DE SIGMA, ION D1 SST I1m IFIED PROCTOR METMmI OR AASM TO TIRO OR TO SUCH OTHER DENSITY AS MAY BE DETERMINED APPROPRIATE BY THE SOILS ENG I MEER. J S. THE TESTING AGENCY SMALL SUBMIT THE FOLLOWING REPORTS DIRECTLY TO THE OWNER'S REPRESENTATIVE WI IN COPY TO CONTRACTOR. A. ONE FIELD DENSITY TEST O THE SUBGRADE FOR EVERT 5.000 SQUARE FEET OF PAYED AREA. BUT NOT LESS THAN 3 TESTS. 8. ONE FIELD DENSITY TEST 6 EACH COMPACTED LATER OR TRENCH BACKFILL LAYER FOR EACH 5.000 SQUARE FEET O AREA. BUT IN NO CASE LESS THAN 3 TESTS. C. ONE OPTIMUM MOISTURE-MAXIMUM DENSITY CURVE FOR EACH TYPE O SOIL ENCOUNTERED PER ASTM 01557. H D. REPORT O' ACTUAL UNCOf IWD COMPRESSIVE STRENGTH AND/101 RESUL O TS SEWING TESTS O EACH STRATA TESTED. 9. EMBANKMENT MATERIAL CRAIDOM FILL I WITHIN NON- STRUCTURAL FILL AREAS SMALL BE COMPACTED TO A MINIMUM O NINETY PERCENT 190%1 OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM SPECIFICATION 01957 IMm IF LED PROCTOR METNWI. 10. THE SURFACE VEGETATION. TOPSOIL AND AIR ®vIOJSIY SO'T RIDETILTING SOIL SHOULD BE STRIPPED FROM ALL AREAS DESIGNATED TO RECEIVE STRUCTURAL FILL. IF THE UNDERLYING SLIMPADE SOILS RUN DEEPER THAN ONE INCH UNDER THE CONSTRUCTION EOUIPMENT ON IF THE MOISTURE CONTENT EXCEEDS THAT NEEDED FOR PROPER COMPACTION THE SOIL SHALL BE SCARIFIED. DRIED AND G RECOMPAC TED TO THE REQUIRED SPECIFICATIONS (SEE SECTION 301.03 OP THE I GOT SPEC IF ICATIORSI. .11. ALL PAVEMENT SUBGRAOC SMALL HAVE A MINIMUM IBR O 3.0 AS DETERMINED BY THE SOILS ENGINEER. IME PROPOSED PAVEMENT DESIGN HAS BEEN BASED ON A MINIMUM IBR OF 3.0. INEREFORE. IF AREAS O PAVEMENT S BGRADE ARE ENCOUNTERED WHICH OD NOT PROVIDE A MINIMUM IMO OF 3.0. SRIGRADE REPLACEMENT OR PAVEMENT DESIGN REVISIONS SMALL BE PROVIDED WHICH ARE ADEQUATE TO OBTAIN EOUIVALENT PAVEMENT STRENGTH. AS DETERMINED BY THE ENGINEER AND SOILS ENGINEER. I?- COMPLETED GRADING Ir INISMED FINE GRADEI FOR PROPOSED PAVEMENT SUSGRADE WE AS. BUILDING PADS. DRIVEWAYS AND SIDEWALKS. AMC YARD / OPEN F SPACE AREAS SHALL BE WITHIN A TOLERANCE O PLUS OR MINUS ONE TENTH O A FOOT 10.1'1 OF DESIGN SISGRAOE ELEVATIONS. 13. PRIOI Tp UTILITT COMSTRUCTI ON . PROPOSED PAVEMENT AREAS. BUILDING PADS. DRI VEWATS AND SIDEWALKS AID OPEN SPACE AREAS SMALL BE ROUGH EXCAVATED OR FILLED ID PLUS OR MINUS ONE FOOT 11.0.1 O DESIGN SUBGRAOE ELEVATIONS BY THE CONTRACTOR. 14. SOIL BORING REPORTS. AVAILABLE FOR THE DOER'S REPRESENTATIVE WE SOL ELY FOR THE INFORMATION AND GUIDANCE O THE CONTRACTORS AND THE OWNER AID ENGINEER MAKE NO REPESENTAT THE OR WARRANTY REGARDING THE INFORWT ION CONTAI LED IN THE BARING LOGS. THE CONTRACTOR SMALL MAKE E HIS OWN IMYESTIGATIOS AND SMALL PLAN HIS WORK ACCORDINGLY. ARRANGEMENTS TO ENTER THE PRDPERTT DURING THE BIDDING PHASE MAY BE MADE UPON REOIEST O THE OWNER. THERE WILL BE MO ON ADDITIAL PAYNT FOR EXPENSES INCURRED BY THE CON TRACTOR RESULTING FROM ADVERSE $OE IL OR GROUND WATER CONDITIONS. 15. IT SHALL BE THE RESPONSIBILITY O THE EXCAVATION CONTRACTOR TO REMOVE FROM THE SITE ANY AND AL L MA TERIALS AND DEBRIS WHICH RESULT FROM HIS COSSTRUCTIOM OPERATIONS AT MO AODIT to EXPENSE TO THE OWNER. BURN IXG ON OWNERS PROPERTY IS TOT PERMITTED. 16. THE CONTRACTOR SMALL CONFORM TO ALL EROSION CONTROL REQUIREMENTS AS SET FORTH BY THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY THROUGH THE (FOES PHASE 11 RMIT PROGRAM REQUIREMENTS AND LAKE C=lY STORMTATER MANAGEMENT COMI SSId PE QU THROUGH THE LAXE COUNTY WATERSHED DEVELOPMENT ORDINANCE. THE CONTRACTOR SMALL INSTAL L AND MAINTAIN ALL EROSION CONTROL MEASURES AS INDICATED IM THE EROSION CONTROL OIAWIWS AMC SPECIFICATIONS AS ELL AS TIME STORYWATEM POLLUTION PRE IOU PLAN ISMPPPI PREPARED BY V3 COPANIES. THE CONTRACTOR IS RESPDRS I BL FOR IMPLEMENTING THE PROVISIONS INDICATED IM THE SWPPP. INCLUDING EROSION CONTROL MEASURES AND INSPECTION FREQUENCY. AS ME OUIREO BY r1E IEPA /FOES PHASE II PERMIT PROGRAM REQUIREMENTS. THE CONTRA[ TOP IS RESPONSIBLE FOR KEEPING ALL SWFPP DOCUMENTATION CURRENT AID READ ILT AVAILABLE ON THE PROJECT SITE AT ALL TIMES FOR REVIEW BY THE OWNER ENGINEER. WD REGULATORY AGENCIES. Vl SHALL NOT BE RESPONS ISLE FOR iME AC IS OR ;MISSIONS O THE CONTRA TOR. OR ANY SUBCONTRACTORS OR SlPfL1ER5. WHICH CONTRIBUTE TO DEFICIENCIES IN THE SNPPP OR AIR VICLATIOIS RESULTING C FROM INADEQUATE TO CONTROL PROTECTION AOMR DOCUMENTATION. STORM SEWER 1. UNLESS OTHERWISE INDICATED QN THE PLANS. STORY SEWER PIP: SHALL BE REINFORCED CONCRETE PIPE. CONFORMING TO THE REQUIREMENTS OF ASTM C76. JOINTS FOR STORM SEER SMALL BE BELL AND SPIGOT RU188ER GASKET CONFORMING TO ASTM CAa3. ALL JOINTS SMALL BE WATER TIGHT. 2. STORY SEWER STRUCTURES SKILL 8E PRECAST OF THE TYPE AD OALETER AS SPECIFIED N THE PLANS PER ASTM C471L WITH APPROPRIATE FRAME AND LOS B LDS SMALL BE I PR OR NTCD 'STY-. J. ALL STORY SC WCR B- DIAAETER 6 LARGER SAL BE TELEVISE; PER THE RCOIJPEIENTS OF THE VILLAGE O OCEI"LO. COLON VIDEOTAPES Or ALL STORM SEWERS Swu BE PROVIDE; TO THE VILLAGE OF OEERFRD FOR REVIEW 6 APPROVAL. VIDEOTAPING N PAVED AREAS SMALL OCCUR PRIOR TO PLACEMENT Or FINAL SURFACE COURSE. A 1 1 1 _2 I 3 I 4 I 5 I 6 I 7 C5.1 Spc03225 ph2 s84.dgn 2/9 /2010 4:22:06 PM R 8 1 9 lu 1 11 10 1 11 IL I IJ - ■ M Y THONPSON, VENTULETF, STAINBACK Q ASSOCIATES, INC., ARCHITECTS I — Rao4a y Bu; 2L19 5 LaSalle Seet Saes ap] Oopo IWnas LOEpa 3L2 n7lbp Ie: 312 m 3500 ns- Oeslgn.ym L \. • Scales as sLteG Mreon arc -M on the Or!plrW GraMrp, me a:mensiaa d wrdU are 22 a JAL M¢hes. These sinks nxe hereon are twebT ch s) by t1 rap, P/ Ne we ail shoe:6.m sim d C e Pnnt W the corresp —I,rg Eimenaons of the or ind d,,wr . Cwt Thk Cra+Anq iz the popery oe Torr:pspn, VenMe¢, Sa1nGCY 6 Aaoclaces, tK.. ArW;ects arW H Lot to M mvro4ur¢0 w cope In while or In pam it is ontY to oe —a for — pr*I— I. sita sp -r:ory NMtifIM Mein an0 H not (o be os[a on anY Omer pmJect It is ILO tR rtp:mtl open reeuesi Q THOMPSON. vEM CALM. STAINUM S ASSOGATES, I.VC., McHrTEcTS v :3 Campanian !� ` 73 25 Jana : 05 F:• 51 l 8.:5 1 ohoee 'J C.724. 02 Pax 'w •.v.v3cp.ccn lisin, +criers, Virlals... -aa ..u_..... ..sn_ra�m u.... 'P.e •an.,e J . KEYNOTE LEGEND H G F E .J 11. JISSUEO FOR PERMIT 111 -30 -09 1 12 13 p,AQ. 0-(0-0-7 Ex.3 io *6 11 C TAKEDA PHARMACEUTICALS / HEADQUARTEb PHASE Z O IMPROVEMENTS ATHLETIC FIELD U DEERFIELD, e GENERAL NOTES AND SPECIFICATIONS o U 'ol Project No. OroRing No. O 03225 PI-12 S84 L.L Q W En Q LLi A —J Dote Scde C5.1 NTS 0 12 13 p,AQ. 0-(0-0-7 Ex.3 io *6 11 L J 4 5 b / t5 y IU II IL IJ M M 1. set peen old e,m.ae. -61, a 6-411 1 AttKa1 U1e S.etrdia RI° fatN4 m .eeh Pew rMA 2 "nny Ir, t1a a..P w h Iw'ow do" n1. 6.. w w Ppet a mwP.,n a s <nP..l rm r o. P° Po.t °.a P et Dtb m of Or OarJL iaR . QYOS ret ° taal4-a lock da U,TJ.• w C e11q ., Z . .,may - �. q t 1�� 11 {}�s(!Ma3 a THOMPSON, VENTULETT, STAINBACK ® ASSOCIATES, INC., ARCHITECTS `-I ? 1111 ,11DY' fw! nloz �' Po.t ord aoD,t T. am[m D.b.,2 aw so,m lasalk speu .,,ee mz or'aeo Isaas taro. ni- .to LPOe'"R oI tyy IlmN Ir�t abOn ]LZ m )ao0 U. ]tz m )sop .ISersq..c,m 30 kt. It P Fo.tao . N.) E _ IIGIVS At AL1EK m [NmAltTxs I \ /` S r- btoeD. fOPfe 6 in. v..y Scales as stated haem ert vatic on Ne a'ginel draMnO, Ne dlmensiOS Of wM11 are 22. JA attics. 1 A TTPC 1 2 0@ -"._A srwa TenYe°W llnf.a � I I Th --alo, noted hereon are I cp) of 1 cd by Gx nu crthe ove a s11ee:6mmsk- oft onnt tom. • 3 K rMts tt 9Alos SEC ° / "q I 1 aetl eyth m tna ca.a)vorlainP d�me.swn of the o1+v,.1al ara.irlp. 1 UOC1oO 411 tenlpoot U. 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KW `�R S'�V'�„S ST°" °.RD '2.�' -05 SILT FENCE DETAIL It ey: STORMWATER MANAGEMENT COMMISSWN Q p r. w•.v.v3c 0.ccn A KIUL ■ `•' STANDARD 424001 -05 , v�.t., ver.c. o, virt ale..: sna ........... .. ).,_r....: arts -rcr..ar_o ' O O SILT FENCE PLAN KEYNOTE LEGEND SLT rOQ TO EXTEND ALdAD EInR P 10 O H T T B �"1 [ 00 :LTOIACO TI) CO.:31K.1 H ? na.R KE. ono.c r AaoK SILT rpla e.b.o tact r LAIOYJACO AarAe IOYtD? 9y(S 1O1 '• PoLTQ. s STOL>aRE TS a a4c. tK[ OCTK is PD[RAI[ a- ro A • �-.{ T14 9LER r V. r slA1m 4ET OLATE 6r K Lx I nm G PLAa .LET 'Lra STOb Pt(� G °.941 r ST41CI4tE..L. +PLAN VIEW 01ata1. uoA9 9wAa rr cam sera 41.5[.3 NOTES; S �• S1A4S Qrn 0- S L M ON -SITE de/MaLE SILL 9M 4 t°GR° KT.[Dt M t'FSQ P Il°. eerarW �'� STOC4lE A10 OA•SR[ rpVTl. .IE W alrl0. LOIIIO ]. 4ICWC[ 5 .c[ TO IK AI 0`00 OCTAL r0R WICfLALi .O F znr G4LS SFVT UAnam kxTapL F Tr 1AAMY 1. M SIOOVtC 6 TO IQIALI FOR YORE 11Or N OATS. - n 9r1 f Stat'41 e0 .Iw am Tu.T.ID oL S[[KD .IT1.t NOTES T W*5 a EytE Taps w 1..A3 a. 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E TYPICAL CROSSWALK MARKING Q INLET SEDIMENT TRAP O TEMP SORARY FLARED END SECTION O PER=T CONTROL O O TEMPORARY TOPSOIL STOCKPILE DETAIL SECTION DETAIL _ m1�tEp� �,tp�� ROCK CHECK DAM - COARSE AGGREGATE OO41ttD O1! aAt4 VA'iVL\V 4/114011 S +O1 P 11.11 IO 9[I'll KP4fS[D 0Ab Art Wv.CIDED R rA/LC <TTI,I PAKA01f q L-1I't 1(!501 1 .L Aa[ssla[ LA1.T 54' D D SEC CX4 IYV KTAR. W IWAI. Ag1 19NAU IttdfD aKW rT.AT 1ttT ~d °a °r r t • -{ •: AGa4 WTtt.'L.d II %_A x'. :wr waaa,vlms I lam_ II nowpLP It 1. ISSUED FOR PERLOT 11 -30 -09 z a 1 °' °°•`° I °. REVISIONS /SUBMISSIONS Odle ' nT`!. L A ml u1•).Awt1 [- W r G14.LL roc lo- 9 _ I.CQI K. A.21t111 y a 4ATUSE IITP p• D y D D Y •000 131 r [YTLAKD • •D • Ap _ �TK'° IO�e➢6 Ya• Pet LOOCR IITKAV 1$ AOR vATKA.K a °• . °• . ° . ° • . ° 1� TO�il.rur w • i r tVE STOM n I PROFILE _ , , ,, HEADQUARTERS C .- AL°.UR G!L K .A -i- _ I P _ I• C4.AC1(D SI.Ot4 I PHASE tr S.O1. I aP D. 1 A 1 IMPROVEMENTS I.= A0°aoOl, UAA.3101 00.[1 A .. CONTRACTION JOINT DETAIL EXPANSION JOINT DETAIL ;r DEERr FIELD, IL Aca4rrR N4 lw1 CONSTRUCTION DETAILS e L Sa L.OSC.aC O.A..C3 Loa IaaL1 AW Aaaraao MOrAIOI O 86.12 CURB AND GUTTER ©o CONCRETE SIDEClALK WITH REWFORCEMENT O PIPE TRENCH DETAIL Q ROCK CHECH DAM scrdrs _J 1 2 3 4 5 1 6 1 7 g 9 10 11 12 13 C6.0 Det03225 ph2 s84.dgn 2/9 /2010 4:22:34 PM OA.S • 1D -- �Q - Oi /� x • 8 I T/1 r VVV AORSt . R1K01QATtr11 n4.IK t -5 SRn GAT". 'w LOO. 4tATi4 UIa11IM NOTES: 11.r Iao.1e - test lorol i Seal Project No. Dro.ing NO. SIAap.p IITP 4K1TS[ IItP 1. w-10 A." Raa I] ODfIO ALL t1Ap11• V OC 4u SIK O OAI.AR smxl s Ac .l AS• ATI. I.i[L.IS 1. SILAI ?1 014 L On RA. aalPro[ 4 MIL- LO° SA0>t11 LTSWLAO Sw CONSIST O[rLOWMA ILL AU- mts s.EOCAlaa1 r011n.11aLID S-n. WR.L EROS SECT ION 03225.PH2 S84 E? O.OT 0.0] GIRL Ilc 140111 140]11 A 1T[4 0041 GATT .IM 1' olA. O. AK CAP tMl tsAAOIP c1ATf. 1Ya' I.iP G11WIaOES II- 1.t[..... ]. [01.•[11IN A11n1 It10a1K I- KSI MAIYCTIA A.- AT IS' I.IEWALS. A. 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Taorm Simi u rTK KKr4rOTa aao< aY arTTOf M sRK A TR R. ro rart tloTEMTRAT, To X raorm Q TYPE A A B STORM MANHOLE DETAIL `J IU I I I L I J TcoLw a.sa•o T.o rn Trn T•TEX+KT Co.oete raerK: YRT, Lmrm Tr TIKT -y'1 r r w To•s.TEO .TEr ro � f a `� r uaTE raT Klzr•mL orp ry L � ...1 it A r.ac a rJLTOT Twvr srsn trocsa rnvtrT.TTE srvs rso rn arras � aura sT�s rr•ecaT 0 1< < RAN ar »ra 52ks as SLtd OaeaT art valW M flk or:WNl eraMnO, Ne e�menyer6 NwNCr aze 22 s 3L uTCltes. �j r Ttrese sinks notad lTaeon are s of Caarp l to i TSba or Ne ovoall sheer amd,siwn a1 Lx cone m u,n m..eawm�ny amenagna e[ e,a aryinal era..�ny. 4CRM 1 A Thk eraMnq Is rfe pmpery or Th mpson, Verodeo, Smlrh B Associates, I— —,RT,n ane Is — NOICR BLS ®a ,a. r m tK RprvGURC or melee In -h or in part, IT k only 1. ce usM for me —1- aM slia so-rOW cR$I r4oua Taal Wenerlee nerekT ane k not m ee Lsee on airy over —1— IT k 1. ee rtlmr! Loon recueY. J was LOTKSr Torts T L MXTa XerTOT frTaTETUY Sato SaRS L.p R•RS 9Tall a 1. a(LDpYa Ion YTIa[ •.0.M TNOMOSON, VENTUIETT, STATNB/CK 9 •SSOCaTFS, INC., 4RCM[TECTS {( IT ua IT— - -MA,.— Tar — re wTTO oT1rTaTETr0. ' ` I. - -I= STt[L - K STALL a IT L[mparTEl alas YrTOi . .11 TST V TK Sr.r.r La.Cr1 TE•arae. o •• aK SYO a1f01 f. sa Ts. +n$ Lr rsKrR vuu a la ao9aaaTaT al la YT1at 1T0.11 TOT or A. TT'• + ': 3 r a RT e 2 n i =_ s , srLroro v[crr-1 '. r 7J25 Jana Aaer.ac NOTES •. rLrrlurlM— a aaaatao LTO azrm awTE er•ruTC. Lrr.si.waTala Em �a Weodr :Cge. IL 5051 .rats Tusr taroar ro ,art c•.ra s. Ta taTES Tags IT TK rrTECnr mTEirt n.re tro IICTTm faaL a m uTE 5:+0. " < ».3Z ctlo r: a T. TL.aa[ zcroa ro a Toga[ .o oLOO•[o. oiaYT[n Term. v mTEaa M TK aTTa [Y v TK ac ten s. "At a[ .lo-AA( st oro.Ta sraaL a mrm [..LL a'IU alas mr ro raaccr olr[Tm a TK —11. ..�. 53ii. ?24.9e0[ Oar. Aft, a aoorm. •. grlY Tt rpTETa•apa r6a eTO onsQ a. ALL —IM YCTraR •al PIK aT[aaa TTLT 12 npTEf IN OIY[T[a — a '. w, 3c0. cel•i a snanLaTE_ aalou aw • oaa. s. u r.c aaxTarro.e ro a coTTEa �IS�T sao*m . Dons —1 a mar.TCrm ro rT Im a- —TAL . f- avl2oer at. � r - � re Tar[aon rYTaaa areo vo.c. zrmnw XramT Saar. `Jiaio, Ver.ara, .Irt ete..f Foe ,,..._.. ._ ..�e.. ..m .. r... .. r..e•. v... ,, . TYPE A s B CATCH BASIN DETAIL GRATE FOR FLARED END SECTION 0 PRECAST REINFORCED CONCRETE FES KEYNOTE LEGEND 11. 1155UED FOR PER[11T 111 -30 -09 1 H CON G F E FBI C TAKEDA PHARMACEUTICALS O, HEADQUARTERS C Z r 'L R, O VEMENTS DEERFIELD, It F- U F-- B TWO CONSTRUCTION DETAILS B o U at Project No. Oroaiq No. O 03225.PH2 S84 LL O W A A Oote w scole C6.1 0 NTS 1 2 3 4 S 1 6 1 7 8 9 1 10 1 11 1 12 1 13 C6.1 Det03225 ph2 s84.dgn 2/9/2010 4:23:00 PM 0a 0- /O -0-7 Ex.6. I2 & /1 L SarY ObOr K L IRUET ro a oaa ea m o wccsT .taro® raaTEa. z r[t Taar tarot ro an c +rR, t u TaK —rUe To a OTTER, +s. TTm +m w .aaaaT rear.eto. 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Taorm Simi u rTK KKr4rOTa aao< aY arTTOf M sRK A TR R. ro rart tloTEMTRAT, To X raorm Q TYPE A A B STORM MANHOLE DETAIL `J IU I I I L I J TcoLw a.sa•o T.o rn Trn T•TEX+KT Co.oete raerK: YRT, Lmrm Tr TIKT -y'1 r r w To•s.TEO .TEr ro � f a `� r uaTE raT Klzr•mL orp ry L � ...1 it A r.ac a rJLTOT Twvr srsn trocsa rnvtrT.TTE srvs rso rn arras � aura sT�s rr•ecaT 0 1< < RAN ar »ra 52ks as SLtd OaeaT art valW M flk or:WNl eraMnO, Ne e�menyer6 NwNCr aze 22 s 3L uTCltes. �j r Ttrese sinks notad lTaeon are s of Caarp l to i TSba or Ne ovoall sheer amd,siwn a1 Lx cone m u,n m..eawm�ny amenagna e[ e,a aryinal era..�ny. 4CRM 1 A Thk eraMnq Is rfe pmpery or Th mpson, Verodeo, Smlrh B Associates, I— —,RT,n ane Is — NOICR BLS ®a ,a. r m tK RprvGURC or melee In -h or in part, IT k only 1. ce usM for me —1- aM slia so-rOW cR$I r4oua Taal Wenerlee nerekT ane k not m ee Lsee on airy over —1— IT k 1. ee rtlmr! Loon recueY. J was LOTKSr Torts T L MXTa XerTOT frTaTETUY Sato SaRS L.p R•RS 9Tall a 1. a(LDpYa Ion YTIa[ •.0.M TNOMOSON, VENTUIETT, STATNB/CK 9 •SSOCaTFS, INC., 4RCM[TECTS {( IT ua IT— - -MA,.— Tar — re wTTO oT1rTaTETr0. ' ` I. - -I= STt[L - K STALL a IT L[mparTEl alas YrTOi . .11 TST V TK Sr.r.r La.Cr1 TE•arae. o •• aK SYO a1f01 f. sa Ts. +n$ Lr rsKrR vuu a la ao9aaaTaT al la YT1at 1T0.11 TOT or A. TT'• + ': 3 r a RT e 2 n i =_ s , srLroro v[crr-1 '. r 7J25 Jana Aaer.ac NOTES •. rLrrlurlM— a aaaatao LTO azrm awTE er•ruTC. Lrr.si.waTala Em �a Weodr :Cge. IL 5051 .rats Tusr taroar ro ,art c•.ra s. Ta taTES Tags IT TK rrTECnr mTEirt n.re tro IICTTm faaL a m uTE 5:+0. " < ».3Z ctlo r: a T. TL.aa[ zcroa ro a Toga[ .o oLOO•[o. oiaYT[n Term. v mTEaa M TK aTTa [Y v TK ac ten s. "At a[ .lo-AA( st oro.Ta sraaL a mrm [..LL a'IU alas mr ro raaccr olr[Tm a TK —11. ..�. 53ii. ?24.9e0[ Oar. Aft, a aoorm. •. grlY Tt rpTETa•apa r6a eTO onsQ a. ALL —IM YCTraR •al PIK aT[aaa TTLT 12 npTEf IN OIY[T[a — a '. w, 3c0. cel•i a snanLaTE_ aalou aw • oaa. s. u r.c aaxTarro.e ro a coTTEa �IS�T sao*m . Dons —1 a mar.TCrm ro rT Im a- —TAL . f- avl2oer at. � r - � re Tar[aon rYTaaa areo vo.c. zrmnw XramT Saar. `Jiaio, Ver.ara, .Irt ete..f Foe ,,..._.. ._ ..�e.. ..m .. r... .. r..e•. v... ,, . TYPE A s B CATCH BASIN DETAIL GRATE FOR FLARED END SECTION 0 PRECAST REINFORCED CONCRETE FES KEYNOTE LEGEND 11. 1155UED FOR PER[11T 111 -30 -09 1 H CON G F E FBI C TAKEDA PHARMACEUTICALS O, HEADQUARTERS C Z r 'L R, O VEMENTS DEERFIELD, It F- U F-- B TWO CONSTRUCTION DETAILS B o U at Project No. Oroaiq No. O 03225.PH2 S84 LL O W A A Oote w scole C6.1 0 NTS 1 2 3 4 S 1 6 1 7 8 9 1 10 1 11 1 12 1 13 C6.1 Det03225 ph2 s84.dgn 2/9/2010 4:23:00 PM 0a 0- /O -0-7 Ex.6. I2 & /1 M L 1 G F D nI E D B A Ili's 1 2 3 4 5 6 7 8 9 10 1 1 12 13 EXBTING TREES TO BE PROTECTED. TYPICAL ADD ALTERNATE I - INSTALL ADD ALTERNATE I - FFN('FC:IIARn nN FFNrF RFTWFFN 2 I 3 I 4 I 5 I 6 i 7 2 I 3 1 4 I 5 I 6 1 7 I 8 1 9 1 10 1 11 1 12 1 13 M ® t _ ® M 4 TNONPSON, VENTULETT, STAINBACK 6 ASSOCIATES, INC., ARCHITECTS _ lae 4,<kw !i.°M1q 109 S'uN 1.5,Y Strta SWR 60t 0+.+9< mmb 6060. n1 m 1<m a. ]u m 1500 syseagr�m. i L L M So4s <, ,IDtM ner<0n art v<00 Nm M< e,Nbw 6r<MMq, me 66„a,ma, a rtetlr ..< 22. mes< rules nmed ne,eo. >2 n«<ar c.<n9m err are r°u6 a me o.c<6 sneer 6m,etmn a are «, 0" a ue m mmea a aK e1gNel a ,. ere. rN, 6.<+mv b ate ae<a,r a try. vemeac Suma<C� a.ssmxc,ln<.., n.,lV,<m m6 b no< to ee ,eP.ee..,d err mpk6 h vlgk a a m2 R b MN b k usM b,M valjuU <M >� spetllYJ, � 16<.Weo nese4. <M b m, m Oe usM <n my o0e F•ako• a b t0 0e ,<nn t vNCn Rw<R. K 10 _ 1 �+ 2 +6 ° 5 } 4 _ p TMONPSON, VENNIFR, SNRNMCK a.550C1ATE5, InG, Mf]IfTECTS _� >t _ K KEYNOTE LEGEND I\ \ \ \ \ \ \ \ \ \ WOLFF LANDSCAPE ARCHITECTURE 1 I I c�'ic.GO �s L�rvois saso� E SUBSURFACE DRAIN, TYP. SEE DETAIL 3 SHEET L•3. TIE SUBSURFACE DRAINAGE SYSTEM INTO CIVIL STORM STRUCTURES AS SHOWN. t ' t N ` N s •.' ol G c i F F ++ r 0-CL 0 — E E O +f.i !7 %!•Y'j i'•.i:J.7.ii.i:J : .Y. • /'. - L'L'(.rfY!f_ ".l�_.�._ :.�r,� ..:.,. .�sty�.':LtC!I.L�A4 •.li.il 0 i •\ / .ff' 2 ISSUED FOR PERNR 11,!609 LSSUM FOR PRICING IOR2M • 1 ISSUED FOR OWNER REVIEW 0911009 No. REVISIONS /SUBNISSKHNS Oote ATHLETIC z FIELD IMPROVEMENTS O DEERFIELD, IL U Of , B ° °'"g T "° LANDSCAPE UNDERDRAINAGE PLAN B Z O U Seal Project No. Ding No. O 0923001 LL W N W Date W r L-2 A J a _� lyp-0• Z 1 2 3 4 5 6 1 7 8 9 10 11 12 13 moErcc a�. p - /O- 0-7 5 1 6 7 1 8 9 1 10 COMPACTED INFIELD MIX. SEE SPECIFICATIONS COMPACTED SUBGRADE 2 SOFTBALL INFIELD SCALE I' = 1'4' OME POST CAP RAIL CLAMP ENCEGUARD, SEE PLAN FOR EXTENT FA TIE. TYPICAL OP BRACE RAIL NE POST LOOP CAP HAIN LINK FABRIC. KNUCKLED OP AND BOTTOM SELVAGE ENSION BAR ENSION OR FABRIC BAND ND• CORNER OR GATE POST BOTTOM RAIL OP 8' FORMED WITH 12" IAMETER CONCRETE FORM. TYPICAL. BEVEL TOP OF ONCRETE 1" TO SLOPE AWAY ROM POST ONCRETE FOOTING 11 12 13 FINISHED GRADE ® ® - M +� r FILTER FABRIC. • -' �- _ D OVERLAP FABRIC ON TOP THOMPSON, VENTULETT, STAINBACK B ASSOCIATES, INC., ARCHITECTS wL _ DRAINAGE FILL rn.°o°`° —.1 m'sw,°' -- --1 c rma,°oe°. ssI m 74°0 a, 31 m rsa° tl d io. _ > L � !- 4' DIAMETER PERFORATED PIPE - —1j; -11 11 v ' F UNDISTURBED SUBGRADE s�k. o, mcm n.,w:, ..e ..ua on tn. o,pr,.l a...mq, tK —a— 22. I+ 1- =' 1 -iii =l rnee ,<ae, mtm neon ,re ne+my w+ym M a,e r.no a tM o"«eR,nea a.,.°rrw., a a+e o:*u 1 '� m tx ox.vow+mrro mmewwu a the e+ywi .r++ttt0. I'•P NOTE: Tnb ar,.my b the «oo<rtr a rintro>'o�, vertmlecc w+ne.a a . :r.mta. Ix.. awncs,:,e b :+« m x re°,°eucm w mpeU ti rlWe «In art. I[ b «:N m tx u,m for ve pole¢ aM sMe ,aedflmRy 12' MINIMUM DEPTH Ma,artm IrceW ,M b nw m e. �m en am amc wobea. a b m rk r.m,.m ewn gym. �� SLOPE AT 0.5% MINIMUM ® rROn N, vFMUtETT, SfNM°ACK a ASSOOA , INC., ARa trz K 3 PERFORATED SUBSURFACE DRAIN PIPE KEYNOTE LEGEND SCALE I'= 1'4' DOME POST CAP WOLFF LANDSCAPE ARCHITECTURE FABRIC TIE TYPICAL TOP BRACE RAIL LINE POST LOOP CAP ci H RAIL CLAMP CHAIN LINK FABRIC, KNUCKLED , TOP AND BOTTOM SELVAGE TENSION BAR TENSION OR FABRIC BAND END, CORNER. OR GATE POST C' BOT70M RAIL . TOPS" FORMED WITH 18" DIAMETER CONCRETE FORM, TYPICAL BEVEL TOP OF CONCRETE V TO SLOPE AWAY E FROM POSE CONCRETE FOOTING E 2 ISSUED FOR PERMIT 7. D I& ISSUED FOR PRICM loam 1 ISSUED FOR OWNER MIEW 09110D9 No. REVISIONS/SUBMISSIONS Dote VARIES, 8'4' MAXIMUM 5 CHAINLINK BACKSTOP FENCE SCALE In• = 1'•D' �, C Z ATHLETIC FIELD IMPROVEMENTS O DE FIELD, IL Of F- U F- Dr°'"g " "° DETAILS B o U (L' Seal Project No. OrtreiN No. 0 0827001 LL Lu W LU A LLl J �D9,� L -3 Of Scale 5 6 7 8 9 10 11 12 13 t>>BCa O,4 0-/0-0-7 CX . B IS rb / °► 2 3 4 M VOLLEYBALL SAND, SEE SPECIFICATIONS ADJACENT TURF Z < �' — p _ - FILTER FABRIC L _ ^� E SUBGRADE SUBSURFACE DRAIN. PITCH SUBGRADE TO DRAIN K — ':i =iti -1 =_11111. ' VOLLEYBALL SAND SCALE V = 1' -0" J D F F H T U - �� iuxwxr C ....., T .:� T IS E t� t - F c _I _ iE ii'• -1 C _ E L J VARIES, 8'-0' MAXIMUM 4 CHAINLINK FENCE SCALE IR'= 1'-0' D C B �A 1 2 3 4 5 1 6 7 1 8 9 1 10 COMPACTED INFIELD MIX. SEE SPECIFICATIONS COMPACTED SUBGRADE 2 SOFTBALL INFIELD SCALE I' = 1'4' OME POST CAP RAIL CLAMP ENCEGUARD, SEE PLAN FOR EXTENT FA TIE. TYPICAL OP BRACE RAIL NE POST LOOP CAP HAIN LINK FABRIC. KNUCKLED OP AND BOTTOM SELVAGE ENSION BAR ENSION OR FABRIC BAND ND• CORNER OR GATE POST BOTTOM RAIL OP 8' FORMED WITH 12" IAMETER CONCRETE FORM. TYPICAL. BEVEL TOP OF ONCRETE 1" TO SLOPE AWAY ROM POST ONCRETE FOOTING 11 12 13 FINISHED GRADE ® ® - M +� r FILTER FABRIC. • -' �- _ D OVERLAP FABRIC ON TOP THOMPSON, VENTULETT, STAINBACK B ASSOCIATES, INC., ARCHITECTS wL _ DRAINAGE FILL rn.°o°`° —.1 m'sw,°' -- --1 c rma,°oe°. ssI m 74°0 a, 31 m rsa° tl d io. _ > L � !- 4' DIAMETER PERFORATED PIPE - —1j; -11 11 v ' F UNDISTURBED SUBGRADE s�k. o, mcm n.,w:, ..e ..ua on tn. o,pr,.l a...mq, tK —a— 22. I+ 1- =' 1 -iii =l rnee ,<ae, mtm neon ,re ne+my w+ym M a,e r.no a tM o"«eR,nea a.,.°rrw., a a+e o:*u 1 '� m tx ox.vow+mrro mmewwu a the e+ywi .r++ttt0. I'•P NOTE: Tnb ar,.my b the «oo<rtr a rintro>'o�, vertmlecc w+ne.a a . :r.mta. Ix.. awncs,:,e b :+« m x re°,°eucm w mpeU ti rlWe «In art. I[ b «:N m tx u,m for ve pole¢ aM sMe ,aedflmRy 12' MINIMUM DEPTH Ma,artm IrceW ,M b nw m e. �m en am amc wobea. a b m rk r.m,.m ewn gym. �� SLOPE AT 0.5% MINIMUM ® rROn N, vFMUtETT, SfNM°ACK a ASSOOA , INC., ARa trz K 3 PERFORATED SUBSURFACE DRAIN PIPE KEYNOTE LEGEND SCALE I'= 1'4' DOME POST CAP WOLFF LANDSCAPE ARCHITECTURE FABRIC TIE TYPICAL TOP BRACE RAIL LINE POST LOOP CAP ci H RAIL CLAMP CHAIN LINK FABRIC, KNUCKLED , TOP AND BOTTOM SELVAGE TENSION BAR TENSION OR FABRIC BAND END, CORNER. OR GATE POST C' BOT70M RAIL . TOPS" FORMED WITH 18" DIAMETER CONCRETE FORM, TYPICAL BEVEL TOP OF CONCRETE V TO SLOPE AWAY E FROM POSE CONCRETE FOOTING E 2 ISSUED FOR PERMIT 7. D I& ISSUED FOR PRICM loam 1 ISSUED FOR OWNER MIEW 09110D9 No. REVISIONS/SUBMISSIONS Dote VARIES, 8'4' MAXIMUM 5 CHAINLINK BACKSTOP FENCE SCALE In• = 1'•D' �, C Z ATHLETIC FIELD IMPROVEMENTS O DE FIELD, IL Of F- U F- Dr°'"g " "° DETAILS B o U (L' Seal Project No. OrtreiN No. 0 0827001 LL Lu W LU A LLl J �D9,� L -3 Of Scale 5 6 7 8 9 10 11 12 13 t>>BCa O,4 0-/0-0-7 CX . B IS rb / °► 6111 z O F- C) F-- N Z O U O w 0 W U) w J w 0 z Da o -0-7 c -x . B lC9 ra /9 0 ti v n +T 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1•MW Q M FROM SURFACE IMPROVEMENTS SUGHTLT MOUND BACKFLL TO AWFORSEULEMENTOF LLO FINISHED GRADE ® ® M 1 TRENCH BACRLL FINISHED GRAM DE 1 I I 9ACKFU PER @810 o� I—I I LEI 06 BARE COPPER SHI D WIRE EXTEND SLEEVE IT BEYOND STAINIBACK ASSOCIATES, INC.. ARCHITECTS �.. = d I I I PRU18101REOUfRED WHEN EDGE OF PAVEMENT FINISHED GRADE THOENTLILETT, ST aes swa [. Tlim K.m h+ 312 m2500 t-10g mm Ob�m�mbw ° CONTROL WIRES ARE PRESENT) ' L. nON SRARA710N CONTROL WIRES PLACED TO RIGHT - GEAR DRIVEN ROTOR SPRINKLER L WONT OO+HZ I TNE" U OF DOWNSTREAM DIRECTION AND PR CODE REQUIREMENTS I TAPED TO MAIN AT 6 MERVALS I I I I oil . I i I are nPd an u,e aki-I —. V, tM aLrnvWOna a .MC, s,e 22. N 1— _I,emy, t,erepY --A IY o,e ratb W me awae sl,ct t2neeb,e or ttk prMt NOTE SNAKE MAWUNE W 75AND SEDWG BED RCgIRi� g b I I I I WRAP END Of SLEEVE WITH TRIPLE VNING JOINT ASSEMBLY m [ne mr,vpoeldq Anwbtu aF me ayY,al °ra.Yg. �� TRENCH TO ALLOW FOR EXPANSION ANp b PIPE - FOR GASKEfED PIPE �` MAGNETIC TAPE UHREE TURNS - THb era.A„I b me prepatY d THwn . VeMU , wlnluck a Asiodata In<, ArWlem an° b rot CONTRACTION OF PPE OIA ITTPI ° G I I I MN) FOR FUTURE LOCATION to 4 repro°uree a moke N .M4 a M w[[. It b oNr m ee u[oe Av tM Irole'a am tl[e mNlk N Ipentlke herein anp b trot m a usM on anY otMr proJe2. I[ b m Ee 2dmeE upon _ PVCMAIN E- SEEPUN ®THONPSON, VENTUIETT, STNNBACK B ASBOOATES. LNG, ARO,RERS K 1 -MW 1= FOR SUE K FROM SURFA � TD I IRRIGATION LEGEND � MENTS ALLOW FOR SEIT EMEM OF TRENCLTMWNDBApKBLL TRENCH OACKRL ,�I� I V I I 6o M. SEPARATION W I BACKFL L PER 02810 OR MAINLINE SIZE WHICHEVER 2X REOUCWGIEE (SLIP. SIIP+F PT) o G FROM OTHER UTIUTES PER CODE REQUIREMENTS IS WGR PVC LATERAL- SEE RAN FOR SUE J I J I I LATERAL UF1E A. TRENCHING B. SLEEVE C. GEAR - DRIVEN ROTOR H N.T.S N.T.S N.T.S H PVC LATERAL - SEE PUN FOR SIZE FINISHED GRADE 7 ROUND VALVE BOX PROVIDE 0 COL OF WIRE (TYPI WITH LOCKINC.TYPE LID WATERPROOF CONNECTOR$ 12 PER KEY -TYPE VALVE STEM VALVE) G STANDARD VALVE BOX WITH G I GREEN LID S ECONOMY ROUND VALVE BOX WITH EXTENSION SET TOP OF BOX T/f BELOW I VALVE O TAG FINISHED FINISHED GRADE VALVE t I E0NRD -IENGM - `_— REDWOOD STAKE TO FIRM zr =GRAVEL BACKHLL IEELLOU AS i['S:xfis i•fS<: IDRNFN SEARING) WITH GEAR -TYPE CLAMPS PR 02B1p f ( T) OR APPROVED SWAM RESTRAINT SCH 80 NIPPLE - LENGTH - I E A$ REQUIRED SCH 80 PVC NIPPLE (LENGTH O 0 BRICK OR OOLR APPROVED F :' AS REQUIRED) U O p VALVE BOX SUPPORT - REDWOOD BLOCK OR F REDWOOD BLOCK OR I I CONCRETEBR,CK i t CONCRETE BRICK o^ 6PVC ACCESS SLEEVE - LENGTH I -• I I- I I I I REDUCING LEE AS REQUIRED. REST BOTTOM OF Eli VALVE FLANGE OR BODY AS SHOWN WN IOC PVC MAINLINE PVC MAINLINE -SEE PLAN FOP SIZE � r I I� E \ / REDUCING TEE SCH BO NIPPLE -LENGTH AS REQUIRED E UNION FITTING PVC MAN", NRS RESILIENT WEDGE GATE MALE ADAPTER PVC TRIPLE SWIX' 1KI14T ASSY. VALVE. CLEAN GRAVEL BACKFLL MALE ADAPTER (TYP) D D 2 ISSUED FOR PERWr 1 VL000 D. QUICK - COUPLE VALVE E. SHUT -OFF VALVE F. REMOTE CONTROL VALVE [ F«SISUB REVIEW No. BENISONS /SUBMISSIONS WAS) O Dote N.T.S N.T.S N.T.S C C TAKEDAFHARMACEUTICALS,NC / QUARTERS Z ATHLETIC FIELD IMPROVEMENTS O U ZD s o r "° IRRIGATION DETAILS U d' Seel Project No. Dr . ; q No. 0827-00, L1 O W Q L_5 W J Cr °° L qqq Z $C°le d AS NO1ED 1 2 3 4 5 6 7 g 9 10 11 12 13 TDOLSaEa () Ad- D -io -o ! Ox.B 1-7 9 2 1 3 1 4 1 5 1 6 1 7 1 8 9 10 11 1 12 1 13 9-ROUND VALVE BOX -NEW OR RHISED -SEE PLAN. SURGE M PROTECTOR MAY BE PLACED W SAME . ■ M �! c BOX AS REMOTFCONTROL VALVE OR ALIGN CLUSTER WITH DECODER I .�� THERE 6 ADJACENT FENCE OR HARD SURFACE EDGE 2 U g REMOTE CONTROL VALVE IN STANDARD 90X (SEE ED � 3. THJS SHEEP p THOMPSON, VENTUIFfTA STAINBApK s ASSOCIATES, INC. , ARCHITECTS ED T Tne aaoYny &mM 2a9 Scum USaM Scree[ —bat flow ®m baba v A'DBY SPLICE KITS - USE FOR ALL lLi Tn l.m na lL:m)SOO traee>b.pom L ROUND B VALVE W IP CONNECTIONS L F1 E aouNO Box ts� DETAIL caawan coNNEaION FOR BARE S. THIS SHEET) COPPER WIRES w1eA a mr<p nerem are wm pn u,e «LR1a1 m,..Tn9, uK a.no<Lpas d.dm a.e u . >. wrs Tree stales nam6 numn am n� c+anpeA ar ene rMlp d tk Davao meet arnwlpry d on P.+t C.? ICr OF 110 A COPPER GROUND PLATE m me mreespo�r9 abne�ms d the orL9YW Ora +Rt9. WITH IQ OF s IO AWG WT;pEp 3-0 SURFACE TMs Onwnp is me property d Teanpson, VeMU4m. SWneeGt a A.sadatq Inc. ArtIKmRS artl b not (OPTION I( TWO -NNE COMMUNICAION m a repppucep ar mp1N F wade ar M part R k oNy m a usM b the pmjeG ara sim spvLlrary CABLE Wendkp nere'vn ana 6 na m a uses on am amv pmlev- Lis m a returned upon reouesc K QUICK COUPLE VALVE N ® THOMPSON, VENTULETT, STAINSACK a ASSOCIATES, ING, A TTECTS K 6- STANDARD BOX (SEE DETAIL 2 THIS SHEET( COPPER ROD jDRODWI CADwao IRRIGATION LEGEND �. COPP°t TO GROUND ROD WIN CADWELD R6 AWG BARE COPPER 70 GROUND 'ONE SHOT. PLATE OR ROD. NOTE: ALL GROUNDING EQUIPMENT WILL BE LOCATED A MWWIUM Of 10 iAOM _ <6 AWG BARE COPPER BONDING/ DECODER GROUNDING WILL PROVIDE 10 SHIELDING WIRE OHMS OR LESS RESISTANCE - ADD EARTH CONTACT MAIERIAL AROUND PLATE OR ROD J UNTIL REOURED RESISTANCE 6 MEll. BURT J DEPTH OF PLATE IS 12'MIN. A. VALVE CLUSTER B. SURGE PROTECTOR WIRING N.T.S. N.T.S. H H 9' ROUND VALVE BOX - NEW OR RE-USEO -SEE PLAN. DECODER IS i CAO-WELD CONNECTION FOR BARE TR 0 SS COPPER WIRES MAY BE PLACED IN SAME BOX AS REMOTE -C .ROL VALVE F TR70PSS C. 96 . UDW COPPER GROUND PLATE WITH la OF R 10 AWG WELDED TO SURFACE PROVIDE] THERE IS SUFFICENT ROOM (OPTION II TR70PSS 6' GROUND ROD (OPTION 2). WELD BARE LEAVE UNUSED DECODER ADDRESS , COPPER TO GROUND ROD WITH CADWELD E ONE SHOT. 60 59 NOTE ALL GROUNDING EOUNMENT WILL BE TR70PSS LOCATED A NNIMUM OF 10 FROM 59 DECODER. GROUNDNG WILL PROVIDE 10 SPLICE BACK TOGETHER WITH DBY. OHMS OR LESS RESISTANCE -ADD EARTH N/A CONTACT MATERIAl AROUND PLATE OR ROD -' I UNTIL REOURED RESISTANCE IS MET. BURY - N/A DEPTH OF PLATE IS 17 MIN. D 60 C. DECODER WIRING N.T.S. TR70PSS C B fNA ZONE I SPRINKLER MODEL I PSI I RADIUS( FULL (360) CON 7 7 P 59 TR70PSS -16 TR 0 SS 60 MAY BE PLACED IN SAME BOX AS REMOTE -C .ROL VALVE 2 TR70PSS 60 PROVIDE] THERE IS SUFFICENT ROOM 3 TR70PSS 60 LEAVE UNUSED DECODER ADDRESS 4 8 60 59 LOOP UNCUT. IF PREVIOUSLY CUI, TR70PSS 60 59 6 SPLICE BACK TOGETHER WITH DBY. 60 N/A 7 I 'DBY SPLICE KITS - USE FOR ALL N/A 8 TR70PSS 60 CONNECTIONS 9 TR70PSS 60 CONSTRUCT COIL 17 IN LENGTH) OF 10 TR70PSS 60 WIRE TO ALLOW FOR WIRE EXPANSION W OR CONTRACTION to CONTROL WIRES TO VALVE SOLENOID Q TWO WMRE CO- 111- 11111N CABLE ZONE I SPRINKLER MODEL I PSI I RADIUS( FULL (360) CON 7 7 P 59 TR70PSS -16 /6 AWG BARE COPPER TO GROUND #6A OR ROD. D. ZONE CHART K6 AWG BARE COPPER eONgNC/ N.T.S. SHIELDING WALE ■ ©ems I 1 I 2 1 3 1 4 1 5 1 6 1 7 1 8 I g I 10 GPM I VALVE 65.2° P- 220 -27-9-6 81.50 P- 220 -27 -9-6 65.60 P- 22127 -9-6 81.50 P- 220-27 -9-6 81.50 P- 220 -27 -9-6 81.50 P- 22)27 -9-6 81.50 P- 22127-9-6 65.60 P- 22-27-9-6 49.37 P- 220-27-9-6 49.20 P- 22127-9-6 81.50 P- 22127 -9-6 ISSUED FOR PERWT C s F E 7 TR 0 SS 60 2 TR70PSS 60 59 3 TR70PSS 60 45 4 TR70PSS 60 59 5 TR70PSS 60 59 6 TR70PSS 60 N/A 7 TR70PSS 60 N/A 8 TR70PSS 60 N/A 9 TR70PSS 60 N/A 10 TR70PSS 60 N/A W /6 AWG BARE COPPER TO GROUND #6A OR ROD. D. ZONE CHART K6 AWG BARE COPPER eONgNC/ N.T.S. SHIELDING WALE ■ ©ems I 1 I 2 1 3 1 4 1 5 1 6 1 7 1 8 I g I 10 GPM I VALVE 65.2° P- 220 -27-9-6 81.50 P- 220 -27 -9-6 65.60 P- 22127 -9-6 81.50 P- 220-27 -9-6 81.50 P- 220 -27 -9-6 81.50 P- 22)27 -9-6 81.50 P- 22127-9-6 65.60 P- 22-27-9-6 49.37 P- 220-27-9-6 49.20 P- 22127-9-6 81.50 P- 22127 -9-6 ISSUED FOR PERWT C s F E 7 OA-d 6-/0-0-7 EX . B 1S a6 l 1 C Z ATHLETIC FIELD IMPROVEMENTS O F— U DEERFIERIL H B o IRRIGATION DETAILS U Sed Project No. 0823-001 Ding No. O LL- m W to Q L -6 W J m °° I-- O Z S.W. AS NOTED 11 12 13 toDeEp OA-d 6-/0-0-7 EX . B 1S a6 l 1 1 2 1 3 1 4 1 5 1 6 1 7 1 s 1 9 1 10 1 TREES TRANSPLANTED AS PART OF PHASE II WORK, TYP. 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 11 12 13 THOMPSON, VENTULETT, STAINBACK IS ASSOCIATES, INC., ARCHITECTS — Awkay .—' 209 SnN USNIe Sewt Ste K1l Ot Ii.ela b060r uU m xaoo a. nx m �seo s.+ees�.m.: L Sinks as Ratee ne.mn are rauo on are a,l0YV1 afawry, OK M:m sb,e al xx , 14cfes. xnese sryes � nereas are nereey wna:ea In aN raw m ax .s:neex es�ssmeom w ese a*r m me ozrerssnstn9 ma:<wass a ose onptrW mawry. rnb ar,.s,q b ase orooarxr a r>snn�or:, venaleL so+nbae: ° Assomres. u,c,. Arwseas ane b not m se reaowcm > mpeE H wMe a H wrc lx b anN N Oe uud far ue oroka mM ste soeannW re:sm ne:dn ara b �s m Ix uxe m am ocw p.oMe. a b m sN ree+nm won .ewes ® nsoNlSON, vlNSUIEIT, SrASNSSACSC a Aseo m' sxc..ROSrtccls K KEYNOTE LEGEND 'LA..,.a ' WOLFF LANDSCAPEC ARCHITECTURE J \ ,ox no xn --G— —1.1f I w'o.rnsr, os C`.. f. c on JvOGGuv.?`A \t [ G j 1. ii;l t l i lrr: - 'I f F E 6 D 'v l , 1 1 i�'+• v J1 y i s REWAD FOR SITE RAN APKMAL CLSSno No. REVISIONS/SUBMISSIONS Dot° O !j/ r C CP ATHLETICHELD IMPROVEMENTS DEERHELD, IL -- �_ r ° °`"g rll °PHASE II TREE TRANSPLANTING PLAN B o U "----y -- �„�.'_� —._ Seel Project Na. D—ing No. O 0827-001 LL. Lu W cn Q A w J Dale W wiih0 L -7 a sor smo xmr .oaFSr Scale ~ blea- t t 12 13 1 tDD6ECs OAJ - /o- o� �X- 6 PLAT INFORMATION SHEET NUMBER OF PLAT PAGES Image# 047030150032 Type: ORD Recorded: 12/13/2010 at 04:37:31 PM Receipt#: 2010- 00067582 Pape i of 32 Fees: $38.00 IL Rental Housing Fund: $0.00 Lake County IL Recorder Mary Ellen Vanderventer Recorder �ile6681463 P SECTION TOWNSHIP RANGE S V-2 31 43 i2 LEGAL DESCRIPTION CHECK (�) TYPE OF PLAT: ❑ ANNEXATION /DISCONNECTION ❑ CONDOMINIUM ❑ DEDICATION ❑ EASEMENT ❑ VACATION ,a--OTHER mu n al.nu- ❑ SUBDIVISION (enter subdivision name on line below) IF THE PLAT RECORDED WAS LARGER THAN 11" X 17 ", THE ATTACHED COPY HAS BEEN REDUCED FROM A SCANNED IMAGE. ORIGINAL SCALE PAPER COPIES OR DIGITAL IMAGE FILES ARE ALSO AVAILABLE FOR PURCHASE — PLEASE CALL (847) 377 -2678 FOR MORE INFORMATION U: \Fonns\Platlnfo\Plat Information Coversheet for Scanning.doc Revised: February 22, 2007 12:00 PM