Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2015-353
ORDINANCE NO. 2015 -353 AN ORDINANCE OF THE CITY COUNCIL OF DENTON, TEXAS, AUTHORIZING THE CITY MANAGER TO EXECUTE THE "UTILITY ADJUSTMENT AGREEMENT AMENDMENT (UAAA) NO. 002 TO THE ORIGINAL PROJECT UTILITY ADJUSTMENT AGREEMENT NO. 35E -U- 0503" WHICH AMENDS THE ORIGINAL "PROJECT UTILTY ADJUSTMENT AGREEMENT" IN THE AMOUNT OF $1,627,185.71; FACILITATING AND AUTHORIZING WATER AND WASTEWATER LINE RELOCATIONS FOR THE INTERSTATE HIGHWAY 35E PROJECT, IN SUBSTANTIAL CONFORMITY WITH THE PREVIOUSLY EXECUTED TEXAS DEPARTMENT OF TRANSPORTATION AGREEMENTS WITH THE DEVELOPER, AGL CONSTRUCTORS, WHICH IS A CONSORTIUM COMPOSED OF ARCHER WESTERN CONTRACTORS, LLC, GRANITE CONSTRUCTION CO. AND THE LANE CONSTRUCTION COMPANY; AND THE TEXAS DEPARTMENT OF TRANSPORTATION; AUTHORIZING THE EXPENDITURE OF FUNDS THEREFOR; AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the Interstate Highway 35 East widening project (the "Project ") involves and flows through the City of Denton, Texas ( "City "); the Project entails, among other things, the relocation of water and wastewater utility facilities and infrastructure owned and operated by the City; and WHEREAS, pursuant to a "Comprehensive Development Agreement" ( "CDA ") which has been previously entered into by and between the Texas Department of Transportation ( "TxDOT ") and the Developer; the Developer has undertaken the obligation to design, construct, and potentially maintain the Project, which includes the relocation, or other necessary adjustment of existing utilities facilities and infrastructure that are impacted by the Project; and WHEREAS, by the Project Utility Adjustment Agreement ( "PUAA ") previously entered into by and between the City and the Developer, and approved by TxDOT, such agreement provides for the adjustment of certain water and wastewater utilities owned and operated by the City; and WHEREAS, it has become necessary to modify and amend the Project Utility Adjustment Agreement ( "PUAA ") entered into on March 3, 2015, to further add to or adjust the City's water and wastewater facilities and infrastructure, namely various City water and wastewater lines along the Interstate Highway 35 East corridor, and the City and Developer propose entering into Utility Adjustment Agreement Amendment No. 002 ( "35E -U -503- 002 "), which covers adjustments not covered under the original PUAA, as well as to provide for the terms and conditions which are required by the proposed Utility Adjustment Agreement Amendment No. 002; and WHEREAS, the City Council finds that this ordinance is in the public interest and accordingly; NOW THEREFOR THE COUNCIL OF THE CITY OF DENTON HEREBY ORDAINS: SECTION 1. The recitations contained in the Preamble to this ordinance are hereby incorporated by .. rp into this Ordinance. SECTION 2. The City Manager, or his designee is hereby authorized to execute the "Utility Adjustment Agreement Amendment (UAAA) No. 002 to Agreement No. 35E -U- 0503" (Amendment No. 2 to PUAA) to the original "Project Utility Adjustment Agreement" in the amount of $1,627,185.71 facilitating water and wastewater line facilities and infrastructure relocations for the Interstate Highway 35 Project, with the Developer, AGL Constructors, LLC; such Agreement to be approved by the Texas Department of Transportation, in substantially the form of the "Amendment No. 002 to PUAA" which is attached hereto as Exhibit "A," and is incorporated herewith by reference. SECTION 3. The City Manager or his designee is hereby authorized to expend funds as provided for in the attached "Amendment No. 002 to PUAA" for Project betterments, if any, at the time the payment obligation arises, once the "Amendment No. 002 to PUAA" document is fully executed and delivered by all parties thereto, and the Project approved upon its completion by the City. SECTION 4. This ordinance shall become effective immediately upon its passage and approval. �w PASSED AND APPROVED this the day of off.,., IT, 2015, CHRIS " WATTS, MAYOR ATTEST: JENNIFER WALTERS, CITY SECRETARY -.' 4 IH35 Managed Lane Design/Build Project - AGL JV TRANSMITTAL 1505 Luna Rd Ste 134 TRNS-03259 Carrollton, TX 75006 hk Tel: 214-483-7500 Fax: 888-284-3249 TEXAS DEPT. OF TRANSPORTATION (0'N.5'TR'8.C.T08.S AGL Constructors Contract # Line Qty Item Package Transmitted For: Reference Description Denton UAAA 35E-U-0503-002 CC: Project Contact: Project Partner: Project File M . . .. ..... ..... Signature: Package Sent Via: Hand Deliver Signature Date: Status ARCHER WESTERN • GRANITE • LANE City of Denton Utility Adjustment Agreement Amendment 002 For Project Utility Adjustment Agreement 35E -U -0503 (Conflict ID 503 -068, 503 -069, 503 -070, 503 -071, 503 -072 & 503 -088) IH35E From FH 635 to US 380 Water & Wastewater Relocation Segment 4 Utility Owner Copy Table of Contents Utility Adjustment Agreement Amendment 35E -U- 0503 -002 1.) Transmittal Memo 2.) Utility Assembly Checklists - Utility Adjustment Checklist - UM No Conflict Sign -Off Form - UDC No Conflict Sign -Off Form 3.) Executed Project Utility Adjustment Agreement "Exhibit A" - Utility Adjustment Plans & Specifications - Utility Adjustment Cost Estimate 4.) Utility Joint Use Acknowledgment (UJUA) "Exhibit C" 5.) Affidavit of Property Interest 6.) Quitclaim Deed 7.) ROW Map uRS Ne October 12, 2015 Mr. Don Toner SR/WA North Texas CDA Program Lead TxDOT — Strategic Projects Division 3301 W. Airport Freeway, Ste 100 Bedford, Texas 76021 817- 508 -7654 Fax 817- 685 -7561 RE: Utility Adjustment Agreement Amendment (UAAA), 35E -U- 0503 -002, City of Denton, CSJ -R No. 0196 -01 -100 & 0195 -03 -072 CSJ -C No. 0196 -01 -056 & 0196 -03 -050 Limits: From FM 2181 South in Corinth To IH 35W Dear Mr. Toner, AGL Constructors would like to submit this Utility Adjustment Agreement Amendment (UAAA) Assembly 35E -U- 0503 -002 for your approval. This Assembly Package is for adjustment of City of Denton facilities located within the IH35E Managed Lanes corridor. Based on review of existing city facilities located within the limits of the attached plan set, AGL has analyzed the following water and wastewater lines to conflict with the proposed widening along IH35E: Adjustment of Conflict ID 503 -068: The relocation of Conflict ID 503 -068 will consist of the installation of approximately 111 If. of 8" PVC C900 waterline, 5801f. of 12" PVC C900 waterline, 1501f. of 12" DI Class 52 waterline, 158 If. of 24" steel casing, and appropriate appurtenances from ML Station 1977 +76 to ML Station 1984 +66. The proposed 12" waterline is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 35E. The relocation will connect to conflict 503 -071 on the southwest side of IH 35E at ML Station 1977 +76. The proposed 12" waterline will travel west for 3 If., turn northwest, travel for 4 If. and enter a 24" steel casing at ML Station 1977 +83. The waterline and steel casing will continue northwest for 69 If. and the waterline will exit the steel casing at ML Station 1978 +53. The waterline will continue northwest for 1 If. turn north, travel for 35 If., turn northwest, travel for 301 If., and connect to a proposed 12" x 8" tee at ML Station 1981 +82. The newly introduced 8" waterline will travel southwest for 3 If., turn northwest, travel for 15 If., turn west, travel 64 If., turn south, travel 1 If., and connect to an existing 8" waterline at ML Station 1982 +55. The initial waterline will continue to the northwest for 17 1f., turn west, travel 1 If., and enter a 24" steel casing at ML Station 1982 +00. The waterline and steel casing will continue west for 891f. and the casing will end at ML Station 1982 +80. The 12" waterline will continue west for 11 If., turn north, travel for 67 If., turn northwest, travel for 66 If., turn west, pp ANITE • LANE RE: Utility Adjustment Agreement Amendment (UAAA), 35E -U- 0503 -002, City of Denton, CSJ -R No. 0196 -01 -100 & 0195 -03 -072 CSJ -C No. 0196 -01 -056 & 0196 -03 -050 Limits: From FM 2181 South in Corinth To IH 35W travel for 66 If., turn north, reduce to an 8" waterline, travel 28 If., and connect to an existing 8" water line at ML Station 1984 +66. Adjustment of Conflict ID 503 -069: The relocation of Conflict ID 503 -069 will consist of the installation of approximately 634 If. of 8" PVC C900 waterline, 157 If. of 12" PVC C900 waterline, 109 If. of 16" steel casing, and appropriate appurtenances from ML Station 1979 +14 to ML Station 1985 +29. The proposed waterline relocation is replacing an existing 8" line and a portion of an existing 12" line that conflict with the proposed improvements and reconstruction for IH 35E. The relocation will connect to an existing 8" waterline on the northeast side of IH 35E at ML Station 1979 +14. The 8" waterline will travel north for 5 If., turn northwest, travel for 64 If., turn north - northwest, travel 6 If., and connect to Conflict ID 503 -071 with a 8" x 12" tee at ML Station 1979 +84. The 12" waterline will continue north - northwest for 321f., turn north, travel for 52 If., and connect to a 12" x 8" tee at ML Station 1980 +36. The newly introduced 12" waterline will run north for 58 If., turn west, travel for 151f., and connect to an existing 12" waterline at ML Station 1980 +77. The initial line will reduce to an 8" waterline, travel west for 4 If. and enter a proposed 16" steel casing at ML Station 1980 +39. The waterline and steel casing will travel for 41 If. and the waterline will exit the steel casing at ML Station 1980 +73. The waterline will continue west for 2 If., turn southwest, travel for 621f., turn northwest, travel 314 If., turn north, 491f., turn west, travel for 16 lf., and enter a 16" steel casing at ML Station 1984 +61. The waterline and steel casing will continue west for 68 If. and the waterline will exit the steel casing at ML Station 1985 +27. The waterline will continue west for 3 If. and connect to an existing 8" waterline ML Station 1985 +29. Adjustment of Conflict ID 503 -070: The relocation of Conflict ID 503 -070 will consist of the installation of approximately 200 If. of 16" C905 PVC wastewater line, 359 If. of 12" C900 PVC wastewater line and appropriate appurtenances from ML Station 1979 +12 to ML Station 1984 +58. The proposed 16" and 12" wastewater lines are replacing an existing 12" line that conflicts with the proposed improvements and reconstruction for IH 35E. The relocation will begin at a proposed wastewater manhole on the northeast side of IH 35E at ML Station 1979 +12. The 16" wastewater line will travel northwest for 126 If., connect to a proposed wastewater manhole at ML Station 1980 +35, continue northwest for 74 If., connect to a proposed wastewater manhole at ML Station 1981 +04, and the 16" C905 PVC line will change to 12" C900 PVC. The 12" line will continue northwest for 359 1f. and connect to a proposed wastewater manhole at ML Station 1984 +58. CONSTRUCTORS A I10ffA WESTERN • GRANITE • LANE RE: Utility Adjustment Agreement Amendment (UAAA), 35E -U- 0503 -002, City of Denton, CSJ -R No. 0196 -01 -100 & 0195 -03 -072 CSJ -C No. 0196 -01 -056 & 0196 -03 -050 Limits: From FM 2181 South in Corinth To IH 35W Adjustment of Conflict ID 503 -071: The relocation of Conflict ID 503 -071 will consist of the installation of approximately 4571f. of 12" PVC C900 waterline, 221f. of 12" DIP Class 52 AWWA C 150 waterline, 4121f. of 24" steel casing, and appropriate appurtenances from ML Station 1977 +81 to 1979 +85. The proposed 12" waterline is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 35E. The relocation will connect to an existing 8" waterline on the southwest side of IH 35E at ML Station 1977 +81. The 12" waterline will travel east 6 If., turn northeast, travel for 221f., turn north, travel for 181f. and enter a proposed 24" steel casing at ML Station 1977 +80. The waterline and steel casing will travel north for 412 If., where the waterline will exit the steel casing at ML Station 1979 +81. The waterline will continue to the north for 12 If., turn northeast, travel for 4 If., and connect to Conflict ID 503 -069 with a 12" x 8" tee at ML Station 1979 +85. Adjustment of Conflict ID 503 -072: The relocation of Conflict ID 503 -072 will consist of the installation of approximately 212 If. of 8" SDR26 PVC wastewater line and appropriate appurtenances from ML Station 1982 +62 to 1984 +41. The proposed 8" wastewater line is replacing an existing 8" line that conflicts with the proposed improvements and reconstruction for IH 35E. The relocation will begin at a proposed wastewater manhole in Avenue C at ML Station 1982 +62. The 8" wastewater line will travel north for 58 If., connect to a proposed manhole at ML Station 1982 +84, turn northwest, travel for 153 If., and connect to a proposed manhole at ML Station 1984 +41. Adjustment of Conflict ID 503 - 088: The relocation of Conflict ID 503 -088 under this UAAA shall consist of the installation of approximately 188 If. of 16" DIP Class 52 AWWA C150 waterline, 107 If. of 24" steel casing, and appropriate appurtenances from ML Station 1716 +39 to 1718 +13. The proposed 16" waterline is replacing an existing 16" line that conflicts with the proposed improvements and reconstruction for IH 35E. The relocation will connect to an existing 16" waterline on the southwest side of IH 35E at ML Station 1716 +39. The proposed 16" waterline will travel north 11 If., turn northwest, travel for 1 If., and enter a proposed 24" steel casing at ML Station 1716 +40. The waterline and steel casing will continue northwest for approximately 107 If. and the waterline will exit the steel casing at ML Station 1717 +46. The waterline will continue northwest for 60 If., turn west, travel for 10 If., and connect to an existing 16" waterline at ML Station 1718 +13. The abandonment of the existing facilities shall be completed in accordance with AGL's Demolition and Abandonment Plan, UAR requirements, and details that are identified in the attached plans. All RE: Utility Adjustment Agreement Amendment (UAAA), 35E -U- 0503 -002, City of Denton, CSJ -R No. 0196 -01 -100 & 0195 -03 -072 CSJ -C No. 0196 -01 -056 & 0196 -03 -050 Limits: From FM 2181 South in Corinth To IH 35W existing facilities identified in this immediate area that are not being adjusted at this time will be recorded under a future Abbreviated Utility Assembly to be executed in accordance with the Development Agreement (DA). In accordance with the DA, replacement cost for "like kind" relocations associated with this adjustment are 100% compensable to the City of Denton. All work being completed under this UAAA shall be completed by AGL and or their subcontractors. The total cost to relocate the City of Denton facilities is $1,627,185.71. The breakdown of cost based on the Right of Way CSJ's are as follows: CSJ 0196 -01- 100 =5.87% ($95,515.80); CSJ 0195 -03- 072= 94.13% ($1,531,669.91). The current schedule for work under this UAAA began on or about July 13, 2015, under ERFC, and substantial completion is identified to be prior to January 11, 2016. We respectfully recommend your approval of this Utility Adjustment Agreement Amendment (35E- U- 0503 -002) as submitted. If you have any questions or require additional information, please contact me through the information provided below. Sincerely, Cc: AGL Document Control =qiA' A IH35- Checklist Rev. 11/2012 Page 1 of 4 TxDOT UTILITY ADJUSTMENT CHECKLIST (To be included with submittal) U -No.: 35E -U- 0503 -002 Utility Owner Name: City of Denton County: Denton Jurisdictions: 0196 -01 -100 & 0195 -03 -072 Estimated Dollar Amount of Utility Adjustment/Cost to Developer: $1,627,185.71 ROW CSJ No.: 0196 -01 -100 & 0195 -03 -072 Construction CSJ No.: 0196 -01 -056 & 0196 -03 -050 Section or Segment Number: Segment 4 ® Actual Cost or ❑ Lump Sum (Check one) Federal -Aid ROW Project No.: IM 0356 (438) Alternate Procedure Approval Date: September 4, 2013 Highway Station Limits (To & From): IH35E — Segment 4: ROW CSJ 0196 -01 -100 & 0195 -03 -072 From: FM 2181 South in Corinth To: IH 35W Description/Scope of Work: Adjustment [Aifi.ty. hies 503 -068, St�3- 01169,.503-070,501-M11, 03-072 &:...503- 088.: Relocation will consist of 7451f of 8" PVC C900 waterline, 1501f. of 12" DI Class 52 waterline, 11941f of 12" PVC C900 waterline, 221f. of 12" DIP Class 52 AWWA C150 waterline, 1881f. of 16" DIP Class 52 AWWA C150 waterline, 2121f. of 8" SDR26 PVC wastewater line, 3591f. of 12" C900 PVC wastewater line, 200 If. of 16" C905 PVC wastewater line, 1091f. of 16" steel casing, and 6771f. of 24" steel casing placed along IH35E from ML Station 1716 +39 to ML Station 1985 +29. Adjustments shall also include a crossing of IH35E near ML Station 1979 +00. 1. Yes ® No ❑ N/A ❑ Approved & current ROW Maps on file with TxDOT? 2. Yes ® No ❑ N/A ❑ Is the Utility Adjustment within the Facility ROW limits or directly related to work required within Facility ROW limits? IH35- Checklist Rev. 11/2012 Page 2 of 4 3. Yes ® No ❑ N/A ❑ 4. Yes ® No ❑ N/A ❑ Are explanations and clarifications included in the transmittal to describe unique conditions affecting the Utility? Have (3) identical originals of the Utility Assembly with plans been submitted, of which one original should be color - coded? 5. Yes ® No ❑N /A ❑ Has the Developer's Utility Design Coordinator located on the plans the major items of material listed on the estimate by scaling or stationing? 6. Yes ® No ❑ N/A ❑ Have the existing and proposed Utility facilities been plotted on the ROW map and attached with this submission? 7. Yes ® No ❑ N/A ❑ Have the Utility Adjustments been designed for the Proposed Configuration? 8. Yes ® No ❑ N/A ❑ Has the Utility Owner signed the plans for a Developer Managed PUAA (DM)? 9. Yes ❑ No ❑ N/A ® Has the Utility Owner signed the plans for an Owner Managed (OM) PUAA that allows for the Developer to design for the Utility Adjustment? 10. Yes ❑ No ❑ N/A ® If the agreed sum method has been marked, has a detailed, itemized estimate and matching plans been provided? 11. Yes ® No ❑ N/A ❑ Is the Utility consultant- engineering contract reviewed and approved by the Developer's Utility Manager (UM)? 12. Yes ® No ❑ N/A ❑ Are all forms submitted complete and correct for the situation/circumstance of the Utility Adjustment? 13. Yes ❑ No ❑ N/A ® Has the Statement Covering Utility Construction Contract Work (TxDOT Form ROW -U -48) been submitted for work completed by an owner - managed contractor? 14. Yes ® No ❑ N/A ❑ Is the Utility Assembly folded so as to fit into an 8.5" x 11" file? 15. Yes ❑ No ® N/A ❑ Are any of the proposed Utility facilities installed longitudinally inside the control of access, excluding areas near ramp terminals? 16. Yes ❑ No ❑ N/A ® Has Barlow's Formula information been submitted for unencased high - pressure pipelines? The following information is required to complete Barlow's formula. S =Yield Strength, Wall thickness = t, Outside Diameter = D, Design Factor = F. Maximum Operating Pressure must also be given and compared to the pressure IH35- Checklist Rev. 11/2012 Page 3 of 4 calculated with Barlow's. The Barlow calculation must be shown with the submission. 17. Yes ❑ No ❑ N/A ® If the pipeline is unencased, is there adequate coating, wrapping and cathodic protection? 18. Yes ® No ❑ N/A ❑ Are replacement Utility ROW charges justified and supported? 19. Yes ❑ No ® N/A ❑ If yes to #18, is an affidavit and an ownership instrument (i.e. easement, license or deed) included? 20. Yes ® No ❑ N/A ❑ Do Utility Adjustment plans demonstrate Utility Accommodation Rules compliance, including minimum depth of cover from proposed grade and casing requirements? 21. Yes ®No ❑ N/A ❑ Is the proposed Utility Adjustment shown on the plans with stationing and offsets from centerline, edge of pavement, or ROW lines? 22. Yes ® No ❑ N/A ❑ Are backfill requirements met? 23. Yes ❑ No ❑ N/A ® Is a schedule of work provided by /required of the Utility Company 24. Yes ❑ No ® N/A ❑ 25. Yes ❑ No ❑ N/A 26. Yes ❑ No ❑ N/A 27. Yes ❑ No ❑ N/A 28. Yes ❑ No ❑ N/A 29. Yes ❑ No ❑ N/A 30. Yes ® No ❑ N/A ❑ 31. Yes ® No ❑ N/A ❑ 32. Yes ❑ No ® N/A ❑ 33. Yes ® No ❑ N/A ❑ if the Utility Adjustment is large and complex? Is a Betterment credit applicable? If yes to #24, is the credit calculated and applied properly? Is accrued depreciation credit applicable? If accrued depreciation is applicable, is credit applied properly? Is salvage credit applicable? If salvage credit applicable, is the credit applied properly? Are overheads and loadings checked for reasonableness? Are cost estimate extensions checked? Is a correct & recorded Quitclaim Deed (TxDOT Form ROW -N- 30) submitted, if required? Has a recommendation for approval been stated on the transmittal memorandum? IH35- Checklist Rev. 11/2012 Page 4 of 4 34. Yes ❑ No ® N/A ❑ Is the Utility Adjustment in only one jurisdiction? 35. Yes ® No ❑ N/A ❑ If the Utility Adjustment is in more than one jurisdiction, have the percentages in each jurisdiction been detailed in the transmittal memorandum? 36. Yes ® No ❑ N/A ❑ Are the sign -off forms attached? 37. Yes ® No ❑ N/A ❑ Have the plans for the Utility Adjustment been sealed by a Registered Professional Engineer? Prepared by: ' Utility Design dinat��� ..................... .mm.m. '0��;7� Approved by: Utility N /lana Recommended for Approval bye1" o Date: ". Comments: =M* If IH35E- USO -UM Rev. 6/2013 Page I of I Utility Manager: Date plans received: Utility Company: Assembly "U" number: Type of Utilities: Date on Utility's plans: Developer's Utility Manager Utility No Conflict Sign -Off Form Rich Krog 10/12/15 City of Denton 35E -U- 0503 -002 Water & Wastewater Lines 10/12/15 No. of sheets in Utility's plans: 32 I, the Utility Manager (UM) working on behalf of the Developer (AGL) certify that a review of the above referenced Utility plans concerning the proposed highway improvements on the IH 35 Managed lanes has been completed and have not identified any conflicts between the Utility's proposed relocation and any existing and /or proposed Utilities. The proposed Utility plans conform to Title 43, Texas Administrative Code, Section 21.31 — 21.56 of the Utility Accommodation Rules. Check box if there are any areas of concern and insert comments below: Print Name: (Utility Manager- UM) Rich Krog Date: Utility Coordination Firm Name: LIRA This form must be completed /signed and included in each Utility Assembly submitted to the Texas Department of Transportation. =M* If IH35E -USO -UDC Rev. 6/2013 Page 1 of 1 Utility Design Coordinator: Date plans received: Utility Company: Assembly "U" number: Type of Utilities: Date on Utility's plans: Developer's Utility Design Coordinator Utility No Conflict Sign -Off Form Joseph Murphy 10/12/15 City of Denton 35E -U- 0503 -002 Water & Wastewater Lines 10/12/15 No. of sheets in Utility's plans: 32 I, the Utility Design Coordinator (UDC) on behalf of the Developer (AGL ) certify that a review of the above referenced Utility plans concerning the proposed highway improvements on the IH 35 Managed Lanes has been completed and have not identified any conflicts between the Utility's proposed relocation and any design features. Design features include but are not limited to pavement structures, drainage facilities, bridges, retaining walls, traffic signals, illumination, signs, foundations, duct/conduit, ground boxes, erosion control facilities, water quality facilities and other Developer- Managed Utilities. Any design changes to the IH 35 Managed Lanes roadway after the signing of this form will be coordinated through the Developer's Utility Manager and the affected Utility Owner. ❑ Check box if there are any areas of concern and insert comments below: Print Name: (UDC) Joseph Murphy Date: Utility Design Coordinator (UDC) Sign Name: (UDC) / Date: . Utility Coordination Firm Name: LIRA This form must be completed /signed and included in each Utility Assembly submitted to the Texas Department of Transportation. Texas Department of Transportation Form TxDOT- DA- U- 35A -DM -IH 35E Page 1 of 6 Rev. 08/12 County: Denton Highway: 1H 35E Limits: From: FM 2181 South in Corinth IwonII9XILI / Fed. Proj. No.: IM 0356 (43 8) ROW CSJ No.: 0196 -01 -100 & 0195 -03 -072 Const. CSJ No.: 0196 -01 -056 & 0196- 03 -050 UTILITY ADJUSTMENT AGREEMENT AMENDMENT (Developer Managed) (Amendment No. 002 to Agreement No.: 35E -U -0503) THIS AMENDMENT TO PROJECT UTILITY ADJUSTMENT AGREEMENT (this "Amendment "), by and between AGL Constructors, hereinafter identified as the "Developer ", and the City of Denton, hereinafter identified as the "Owner ", is as follows: WITNESSETH WHEREAS, the STATE of TEXAS, acting by and through the Texas Department of Transportation, hereinafter identified as "TxDOT ", proposes to construct the toll project identified above (the "Project ", as more particularly described in the "Original Agreement ", defined below); and WHEREAS, pursuant to that certain Development Agreement ( "DA ") by and between TxDOT and the Developer with respect to the Project, the Developer has undertaken the obligation to design, construct, and potentially maintain the Project, including causing the removal, relocation, or other necessary adjustment of existing utilities impacted by the Project (collectively, "Adjustment "); and WHEREAS, the Owner and Developer are parties to that certain executed Project Utility Adjustment Agreement designated by the "Agreement No." indicated above, as amended by previous amendments, if any (the "Original Agreement "), which provides for the adjustment of certain utilities owned and /or operated by the Owner (the "Utilities "); and WHEREAS, the parties are required to utilize this Amendment form in order to modify the Original Agreement to add the adjustment of Owner facilities not covered by the Original Agreement; and WHEREAS, the parties desire to amend the Original Agreement to add additional Owner utility facility(ies), on the terms and conditions hereinafter set forth. NOW, THEREFORE, in consideration of the agreements contained herein, the parties hereto agree as follows: 1. Amendment. The Original Agreement is hereby amended as follows: 1.1 Plans. (a) The description of the Owner Utilities and the proposed Adjustment of the Owner Utilities in the Original Agreement is hereby amended to add the following utility 365451 3.DOC Texas Department of Transportation Form TxDOT- DA- U- 35A -DM -IH 35E Page 2 of 6 Rev. 08/12 facility(ies) ( "Additional Owner Utilities ") and proposed Adjustment(s) to the Owner Utilities described in the Original Agreement; The relocation will be completed in multiple phases. Phase 1 of the relocation is covered under this amendment and relocation will consist of 745 If. of 8" PVC C900 waterline, 1501f. of 12" DI Class 52 waterline, 11941f. of 12" PVC C900 waterline, 22 If. of 12" DIP Class 52 AWWA C150 waterline, 188 If. of 16" DIP Class 52 AWWA C150 waterline, 212 If. of 8" SDR26 PVC wastewater line, 359 If. of 12" C900 PVC wastewater line, 200 If. of 16" C905 PVC wastewater line, 109 If. of 16" steel casing, and 677 If. of 24" steel casing placed along 11-135E from ML Station 1716 +39 to ML Station 1985 +29. Adjustments shall also include a crossing of IH35E near ML Station 1979 +00. Phase 2, will incorporate approximately 550 ft of 12" waterline extending the relocation for conflict 503 -068, off of TxDOT ROW, to the west along Underwood St and to the intersection with North Texas Blvd connecting to an existing 8" waterline. This addition to 503 -068 will eliminate the need for the relocation of waterline conflict 503 -076 adjacent to the University of North Texas and the I35E Southbound Frontage Road from North Texas Blvd to Bonnie Brae. The existing waterline conflict 503 -076 will be taken out of service and abandoned once this extension of conflict 503 -068 is placed into service. This scope and the abandonment of Waste Water Conflict 503 -077 will be included in follow on amendment UAAA -003. AGL will diligently prosecute the work to complete the entire relocation in accordance with our Agreement with the City of Denton and Texas Department of Transportation as third party beneficiary. (b) The Plans, as defined in Paragraph 1 of the Original Agreement, are hereby amended to add thereto the plans, specifications and cost estimates attached hereto as Exhibit A. (c) The Plans attached hereto as Exhibit A, along with this Amendment, shall be submitted upon execution to TxDOT in accordance with Paragraph 2 of the Original Agreement, and Paragraph 2 shall apply to this Amendment and the Plans attached hereto in the same manner as if this Amendment were the Original Agreement. If the Owner claims an Existing Interest for any of the Additional Owner Utilities, documentation with respect to such claim shall be submitted to TxDOT as part of this Amendment and the attached Plans, in accordance with Paragraph 15(a) of the Original Agreement. 1.2 Reimbursement of Owner's Indirect Costs. For purposes of Paragraph 6 of the Original Agreement, the following terms apply to the Additional Owner Utilities and proposed Adjustment: (a) Developer agrees to reimburse the Owner its share of the Owner's indirect costs (e.g., engineering, inspection, testing, ROW) as identified in Exhibit A. When requested by the Owner, monthly progress payments will be made. The monthly payment will not exceed 80% of the estimated indirect work done to date. Once the indirect work is complete, final payment of the eligible indirect costs will be made. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. (b) The Owner's indirect costs associated with Adjustment of the Owner Utilities shall be developed pursuant to the method checked and described below [check only one box]: ® (1) Actual related indirect costs accumulated in accordance with (i) a work order accounting procedure prescribed by the applicable Federal or State regulatory body, or (ii) established accounting procedure developed by the occnce o nnn Texas Department of Transportation Form TxDOT- DA- U- 35A -DM -114 3 5 E Page 3 of 6 Rev. 08/12 Owner and which the Owner uses in its regular operations (either (i) or (ii) referred to as "Actual Cost ") or, ❑ (2) The agreed sum of $_ ( "Agreed Sum ") as supported by the analysis of the Owner's estimated costs attached hereto as part of Exhibit A. 1.3 Advancement of Funds by Owner for Construction Costs. (a) Advancement of Owner's Share, if any, of estimated costs Exhibit A shall identify all estimated engineering and construction- related costs, including labor, material, equipment and other miscellaneous construction items. Exhibit A shall also identify the Owner's and Developer's respective shares of the estimated costs. The Owner shall advance to the Developer its allocated share, if any, of the estimated costs for construction and engineering work to be performed by Developer, in accordance with the following terms: ® The adjustment of the Owner's Utilities does not require advancement of funds. ❑ The adjustment of the Owner's Utilities does require advancement of funds and the terms agreed to between the Developer and Owner are listed below. [Insert terms of advance funding to be agreed between Developer and Owner.] (b) Adjustment Based on Actual Costs or Agreed Sum [Check the one appropriate provision, if advancement of funds is required]: ❑ The Owner is responsible for its share of the Developer actual cost for the Adjustment, including the identified Betterment. Accordingly, upon completion of all Adjustment work to be performed by both parties pursuant to this Amendment, (i) the Owner shall pay to the Developer the amount, if any, by which the actual cost of the Betterment (as determined in Paragraph 9(b)) plus the actual cost of Owner's share of the Adjustment (based on the allocation set forth in Exhibit A) exceeds the estimated cost advanced by the Owner, or (ii) the Developer shall refund to the Owner the amount, if any, by which such advance exceeds such actual cost, as applicable. ❑ The Agreed Sum is the agreed and final amount due for the Adjustment, including any Betterment, under this Amendment. Accordingly, no adjustment (either up or down) of such amount shall be made based on actual costs. 1.4 Paragraph intentionally left blank. 1.5 Responsibility for Costs of Adjustment Work. For purposes of Paragraph 4 of the Original Agreement, responsibility for the Agreed Sum or Actual Cost, as applicable, of all Adjustment work to be performed pursuant to this Amendment shall be allocated between the Developer and the Owner as identified in Exhibit A hereto and in accordance with §203.092, Texas Transportation Code. An allocation percentage may be determined by application of an eligibility ratio, if appropriate, as detailed in Exhibit A, provided however, that any portion of an Agreed Sum or Actual Cost attributable to Betterment shall be allocated 100% to the Owner in accordance with Paragraph 9 of the Original Agreement. Texas Department of Transportation Form TxDOT- DA- U- 35A -DM -IH 35E Page 4 of 6 Rev. 08/12 1.6 Betterment. (a) Paragraph 9(b) (Betterment and Salvage) of the Original Agreement is hereby amended to add the following [Check the one box that applies, and complete if appropriate]: ® The Adjustment of the Additional Owner Utilities, pursuant to the Plans as amended herein, does not include any Betterment. The Adjustment of the Additional Owner Utilities, pursuant to the Plans as amended herein, includes Betterment to the Additional Owner Utilities by reason of [insert explanation, e.g. "replacing 12 " pipe with 24" pipe]: The Developer has provided to the Owner comparative estimates for (i) all work to be performed by the Developer pursuant to this Amendment, including work attributable to the Betterment, and (ii) the cost to perform such work without the Betterment, which estimates are hereby approved by the Owner. The estimated cost of the Developer work wider this Amendment which is attributable to Betterment is $ , calculated by subtracting (ii) from (i). The percentage of the total cost of the Developer work under this Amendment which is attributable to Betterment is _ %, calculated by subtracting (ii) from (i), which remainder is divided by (i). (b) If Paragraph 1.6(a) identifies Betterment, the Owner shall, after proof of implementation of betterment, advance to the Developer in sixty (60) days from receipt of invoice from Developer, the cost attributable to Betterment as set forth in Paragraph 1.6(a). The estimated cost stated in Paragraph 1.6(a) of this Amendment is the agreed and final amount due for Betterment under this Amendment, and accordingly no adjustment (either up or down) of such amount shall be made based on actual costs. The Owner is responsible for the Developer's actual cost for the identified Betterment. Accordingly, upon completion and acceptance by Owner of all Adjustment work to be performed by both parties pursuant to this Agreement, (i) the Owner shall pay to the Developer the actual cost of the Betterment (determined as provided below in this paragraph). Any additional payment by the Owner shall be due within sixty (60) calendar days after the Owner's receipt of the Developer's invoice therefor, together with supporting documentation including proof of implementation;. The actual cost of Betterment incurred by the Developer shall be calculated by multiplying (i) the Betterment percentage stated in Paragraph 1.6(a), by (ii) the actual cost of all work performed by the Developer pursuant to this Agreement (including work attributable to the Betterment), as invoiced by the Developer to the Owner. (c) The determinations and calculations of Betterment described in this Amendment shall exclude right -of -way acquisition costs. Betterment in connection with right -of -way acquisition is addressed in Paragraph 15 of the Original Agreement. (d) If Paragraph 1.6(a) identifies Betterment, the amount allocable to Betterment in Owner's indirect costs shall be detennined by applying the percentage of the Betterment calculated in Paragraph 1.6(a) to the Owner's indirect costs. The Owner's invoice to the Developer for the Developer's share of the Owner's indirect costs shall credit the Developer with any Betterment amount determined pursuant to this Paragraph 1.6(a). Texas Department of Transportation Form TxDOT- DA- U- 35A -DM -IH 35E Page 5 of 6 Rev. 08/12 (e) For any Adjustment from which the Owner recovers any materials and /or parts and retains or sells the same, after application of any applicable Betterment credit, the Owner's invoice to the Developer for its costs shall credit the Developer with the salvage value for such materials and /or parts 1.7 Miscellaneous. (a) Owner and Developer agree to refer to this Amendment, designated by the "Amendment No." and "Agreement Number" indicated on page 1 above, on all future correspondence regarding the Adjustment work that is the subject of this Amendment and to track separately all costs relating to this Amendment and the Adjustment work described herein. (b) [Include any other proposed amendments allowed by applicable law.] General. (a) All capitalized terms used in this Amendment shall have the meanings assigned to them in the Original Agreement, except as otherwise stated herein. (b) This Amendment may be executed in any number of counterparts. Each such counterpart hereof shall be deemed to be an original instrument but all such counterparts together shall constitute one and the same instrument. (c) Except as amended hereby, the Original Agreement shall remain in full force and effect. In no event shall the responsibility, as between the Owner and the Developer, for the preparation of the Plans and the Adjustment of the Owner Utilities be deemed to be amended hereby. (d) This Amendment shall become effective upon the later of (a) the date of signing by the last party (either the Owner or the Developer) signing this Amendment, and (b) the completion of TxDOT's review and approval as indicated by the signature of TxDOT's representative, below. 365451 IDOC Texas Department of Transportation Form TxDOT- DA- U- 35A -DM -IH 35E Page 6 of 6 Rev. 08/12 APPROVED BY: TEXAS DEPARTMENT OF TRANSPORTATION By: Authorized Signature Printed Name: Donald C. Toner, Jr., SR/WA Director— Strategic Projects Right of Way Strategic Projects Division Date: 365451 3.DOC DEVELOPER Date: lolt z, , OWNER CITY OF DENTON lP 1 la By �.NIroN �e�4,.rc� m. ,. ...._ + �tfaM.ivc Printed Name: George C. Campbell Title: City Manager _ 4" Date: Ulf o 5 �2 6 �2 2 c� 8 z z v- Z5 5 1 wz I o o o o z z w . . . --- -- - - - - - - - - -- - - - - - - - - 2 :: �, � -- �2 �� �- ?-' F� 2 w " Z N 2 " a 2 -11 bc�OD-Jad :-- —, ". I'll - .-I --- --- --- I LL?, LLJ 0 o 00 LLI Ln . F- aO LU < M LO 0 -� Lr) r-- CJ z Lu > :D n 0 6lp 0 -0 r,) i 00 111 w u M F— Z < 0 Lon Lr) 0 r- -0 Z z Ld OD QO LU z C) LL, 0 F-- LU 7- c) LO o o Ln r1l) ~o UL -i F 5 �2 6 �2 2 c� 8 z z v- Z5 5 1 wz I o o o o z z w . . . --- -- - - - - - - - - -- - - - - - - - - 2 :: �, � -- �2 �� �- ?-' F� 2 w " Z N 2 " a 2 -11 bc�OD-Jad :-- —, ". I'll - .-I --- --- --- I o v� w _ 2 w W LM � a ir°i Lu � 0 V1Q O N 0 ui �It N a OO +OLL l V IS o � # U STATE SCHOOL !; as RD IIHAV'W Ia � r { U I O z0 ri 0 z co w , f r� jl � s O � x 0 x o # # N o # # U o 0 ., sir � � N Owe' 08 )II ls'O�r � C 1 o Ln III" o Ln 00+SS61 V 00+S99 6 WIS +ld 60100- lad -iouiz %51suo0 ;.old IQ +'lOaXlz IaIgD1 u2d uop'I0I- 3`Jll- N30 -Jn -b 35CHIX1 .auioN all+ - Ll:SI :b I— I Slum /- :e+ u 0 F10''010D-jGd-I00XI2 :D!}UQ0 I— III I-- ;-- — — --, -- --, -- - .. ". - — . I - .I - I M-g INU oz LU 1'2 LL, Ln Z m uj W NCO, o, LU 6 Uj 4 ni I 00+0ro" Ivry ?IN t00 cs Li ;7 00 C4 SO HAO�h laoj# is ooks F10''010D-jGd-I00XI2 :D!}UQ0 I— III I-- ;-- — — --, -- --, -- - .. ". - — . I - .I - I r 1N36NOCNV9V U31VM ON3 L'VZ£9L£Z 3 5'0£6SZ, N 3S£HI uh J0 00 u u1 OZ LU !Y LL f `gyp, S �W qi F W Z � s d UJ � �nZOO Lu o Fm °z M� Z i�G N O u o LM< r i W Q 0. Lq / t.,,.. 1 r •,'ly�� tIV3WWJONV9V ! �i0 dJJ'M ON3 h I I °Y. @ 4Lb 4E4.Z 7 u0� 3 "y m 7 O ✓HGL1L N �O a r' LL I{ N"j,,;.fIFI 6 aGG'zJ0 ZO �,f e15 OO uLn ^ 1NU31VM O9V 931VM N3 t•Z£9I9£Z 3 *y L •60S411 N r -"" S£HI 3 3 1N3WNOONV9V ` a31VM ON3 1N3WNOONVGV £'£9£19£, 3 831VM ON3 6'SLbbZtl N £ U919£Z 3 35£HI 3 L S9bbZ 4L N $� G °6y J� 3S£HI b &6 l I V15" ll tr Hfi .-110 CO 1N3WN0ONV9tl \. ~ S'ZZ919£Z 3 N31VM V �• C 39 £HY 3t "`.. u It1 �-�,� ' • •,,`� 1N3WNOONV9V _ 2i3LVM NI039 S'LZL l9£Z 3 . -- Z Z4£bZll.. N 7- `. b1 U93E L V1° 1N3WNOONV9V 93lVM NI "a t� ,,.%"' \ �. I l `^", \ '- JQ 9 �" / 0 £ 900Z8£Z 3 £664Z LL N 16 4 ^ l 1N i tt•I` f ..,, b•G1,6L61 V1 F Z0 /- 00 r.n n- rnn- �n�- rnnvr� •firrrrnn rni� ini. rnnvry -ainnr r�a� irRn •r,in_nnn_u�n- rn_�, -�ccu ivi f ja lY a \ / t.,,.. 1 r •,'ly�� tIV3WWJONV9V ! �i0 dJJ'M ON3 h I I °Y. @ 4Lb 4E4.Z 7 u0� 3 "y m 7 O ✓HGL1L N �O a r' LL I{ N"j,,;.fIFI 6 aGG'zJ0 ZO �,f e15 OO uLn ^ 1NU31VM O9V 931VM N3 t•Z£9I9£Z 3 *y L •60S411 N r -"" S£HI 3 3 1N3WNOONV9V ` a31VM ON3 1N3WNOONVGV £'£9£19£, 3 831VM ON3 6'SLbbZtl N £ U919£Z 3 35£HI 3 L S9bbZ 4L N $� G °6y J� 3S£HI b &6 l I V15" ll tr Hfi .-110 CO 1N3WN0ONV9tl \. ~ S'ZZ919£Z 3 N31VM V �• C 39 £HY 3t "`.. u It1 �-�,� ' • •,,`� 1N3WNOONV9V _ 2i3LVM NI039 S'LZL l9£Z 3 . -- Z Z4£bZll.. N b1 U93E L V1° 1N3WNOONV9V 93lVM NI "a t� ,,.%"' \ �. I l `^", 1.N3WNOONVSV tl31VM NI939 '- IIN �c \ -" 0 £ 900Z8£Z 3 £664Z LL N 1- 9 09lbZ IL N /'"' 35£HI tt•I` f ..,, b•G1,6L61 V1 F Z0 /- 00 r.n n- rnn- �n�- rnnvr� •firrrrnn rni� ini. rnnvry -ainnr r�a� irRn •r,in_nnn_u�n- rn_�, -�ccu ivi I'll 11 1h.1— :G111 crn,.�,l.�n�. .aeon im-- ;— o zo 12 z8o �I—z Z 0 z. LU I Iz. Z Z2 UA Z Le, Z z 130 to yW� UA 13 Iz ZI.IZ 2 o 0Z Z 9 I M�, LU ca (A mama Z W� 10 W� LU JBZWI M� F- ;.j QO 0, > 15 1 o w RI 3 �z so > 1143h ONVSV No 831VM CIN3 t.96920VZ 3 L .2690l,[L N z 00 ULM IN3NN0GNVGV 831" N1038 clmcovz 3 9*209011L N 11 Iry tp fT -AV0 ISOd i ,��AIR +10'80100-30d-100X12 :D!}UOO +Old 19 + IQUAil ;11 — 1-1.11-INIO -- 7sxniu --'— -1— — --- -- — 1 .1 1 . I I 04 w m= mow_ z a C zK 0,2 vZFF Z ti o L7z �+z 3� ,boa N_ s2o�za N a j o �;z� auwu H 7 V 0 �F5 r ll.l i m NYA �UZw Ow¢.'Z- N I ,� .✓". Il+ m a m 2 v 1" A��. 1N3WNOONVN3 1 \ ^ 1J31tlMeM O OI 9.LSZBL£Z 3 al J o £'896SZ IL N 35£HI � I o �O _ N P\ 9 o o {� zM O OOp V Iti Iji i iN3WNOaNVev 2131tlM315VM N7 `J39 o'`�W III O'6b96L£Z 3 Z'9b£SZ tL N ✓ Ir�j IN LF.o re l tl L'b£1.Z o lN3W OTO iF � I 'r I � / H31VM315VM d 1N3WNOONtl9tl 8 Z9bbZ lL N 1- 0 u 3 JQ 1 3 LL 3 Z r� Oo a LL� zm OU llt0f 81111111VM NI038 Z 86b19£Z 3 .i�rk�y M ( "^.,, M 6 084211. N SNL8350£H 5£.* t Al H'b9 L Y80 ~ O L'��'gPr64 1' V1S tl� iin unnnr�nrinnvi� :5liuon iDia lai innxiG .aloUl ua.a u6D —c- Z`ln- Na0'ln- b- 35£HIXl :—N al13 WV L0:9L:6 w!1 SIOZ /Zl /0! :alDa FPUOU :-SN IA LLD 0 z lift z LAJ LLJ of M E I A T R 1 9 Z Z A, 1 2 d '2 9 Hm'25 2 A 6 T. E 2 5 8 E E. . . . . . . . . . . . . . . . • . . . . . . . . . . . . en g o o# m' u a7 E f; L ig E 16 -v F IE as . t ze 7a 2 Z 1 . jj 822� 2 bt ! S� ;.a i E -. ug , �v E E 2.2 2 IS E Z � -.- w E o E f IE E L a ➢ .7 - ': E Z; 2 Ass g E= Z ol E, z 28 z IS .2 Z HUI 5 e E jE o 6 #E s E E Z E - F -6 6 z IM! .Bt . . Z� °:i . . '9 P. z I ui Lu Ln Z -J m uj JUG p L ui cn z uj I A T R 1 9 Z Z A, 1 2 d '2 9 Hm'25 2 A 6 T. E 2 5 8 E E. . . . . . . . . . . . . . . . • . . . . . . . . . . . . en g o o# m' u a7 E f; L ig E 16 -v F IE as . t ze 7a 2 Z 1 . jj 822� 2 bt ! S� ;.a i E -. ug , �v E E 2.2 2 IS E Z � -.- w E o E f IE E L a ➢ .7 - ': E Z; 2 Ass g E= Z ol E, z 28 z IS .2 Z HUI 5 e E jE o 6 #E s E E Z E - F -6 6 z IM! .Bt . . Z� °:i . . '9 P. • ■ 1 us 1 1 11 it H1 HUI :111 11101 W Us 11 WIT 1 1 S ill i 1 Whil gig 1 =1 H! R: I H WHO d! ! loul 15 Is I.111! 1 !11 ,pill "111 ".- �31 19L P H9 11 HIM !igl 1pq! in 1111 11 Hild S 21 all -Yo f RUN Rog WHINHH! H"M PHAN - SHI 1081 C g—= 1 ! NUN= max, U41 1PI 1 9HRUIPP � Huh- 819HIMPH iW111111PRIM, 0413 lum"Hun- 1 Wenul ghhHg MW IN! 110d 11's 1"In" , t8 1`1 OHM 1 lull 1 H M 1 1W in, SON 1H : ! lul 1112 1 W1 u 1j"§ w gig 11 it isle al m 11 11 1UOR� W 0411 M H HINUM !1! 11 d !1 R! !j; 11 E 0 11011 1m: 10 101 !1 WHIsh ill 11 1111 !n TO g q Q jgq is, °<H HI IH 1! P 111!, 20 U W K 11 lip Mmain it; H Ihs, W" Rh WH H "A 1K, 1 INWHOR ;1 11H, houi WN Thu in !Hji W 1 'No ion! WN imi Y zX H N! 1; 8, -.- -, 22 16 g g h- 1101 1 W 01,11 , HVI A :5 ME W! 11214; NHI 11 WIN IN a ell u-N-WHIN110mil Hp P1111n. d. Q AW 21 PART 1AWRITHINIH164 WHIRS 11 MIN SlAnygygn H;. gjj0j!jj Eyll 111GRIS Muif�o �1— NIMANS"s lo,s,N; �6 0 gWl !Won who WAS INS }1-80700-jad--00x1z :5!yuo0 }old Q --100x12 ad u50-a0-3011-N30-1n-V-39NIXI :---N I!j viv 9b*1%6 1 -1i g[0z/zi/0[ :-+-a -P-8 ;,-n lei 12, h Ol- 12 jj- 9 0 11 Mimi !pig 11 PHI 1 wa R !HUI 9 H 1AN! 1 11 1 1111 HIM 1111 §1119* 11 W91 1 R 11 1 1H, jH"j 1 1 jH 121-" it el"HI 1 1 H a in !nuq 1z HIM 111HUM-12 1 1 WIN! 1 us 1 1 11 it H1 HUI :111 11101 W Us 11 WIT 1 1 S ill i 1 Whil gig 1 =1 H! R: I H WHO d! ! loul 15 Is I.111! 1 !11 ,pill "111 ".- �31 19L P H9 11 HIM !igl 1pq! in 1111 11 Hild S 21 all -Yo f RUN Rog WHINHH! H"M PHAN - SHI 1081 C g—= 1 ! NUN= max, U41 1PI 1 9HRUIPP � Huh- 819HIMPH iW111111PRIM, 0413 lum"Hun- 1 Wenul ghhHg MW IN! 110d 11's 1"In" , t8 1`1 OHM 1 lull 1 H M 1 1W in, SON 1H : ! lul 1112 1 W1 u 1j"§ w gig 11 it isle al m 11 11 1UOR� W 0411 M H HINUM !1! 11 d !1 R! !j; 11 E 0 11011 1m: 10 101 !1 WHIsh ill 11 1111 !n TO g q Q jgq is, °<H HI IH 1! P 111!, 20 U W K 11 lip Mmain it; H Ihs, W" Rh WH H "A 1K, 1 INWHOR ;1 11H, houi WN Thu in !Hji W 1 'No ion! WN imi Y zX H N! 1; 8, -.- -, 22 16 g g h- 1101 1 W 01,11 , HVI A :5 ME W! 11214; NHI 11 WIN IN a ell u-N-WHIN110mil Hp P1111n. d. Q AW 21 PART 1AWRITHINIH164 WHIRS 11 MIN SlAnygygn H;. gjj0j!jj Eyll 111GRIS Muif�o �1— NIMANS"s lo,s,N; �6 0 gWl !Won who WAS INS }1-80700-jad--00x1z :5!yuo0 }old Q --100x12 ad u50-a0-3011-N30-1n-V-39NIXI :---N I!j viv 9b*1%6 1 -1i g[0z/zi/0[ :-+-a -P-8 ;,-n 12, gig 9 11 Mimi !pig 11 PHI 1 wa R !HUI 9 H 1AN! 1 11 1 1111 HIM 1111 §1119* 11 W91 1 R 11 1 1H, jH"j 1 1 jH 121-" it el"HI 1 1 H a in !nuq 1 3jDA E HIM 111HUM-12 1 1 WIN! 1 us 1 1 11 it H1 HUI :111 11101 W Us 11 WIT 1 1 S ill i 1 Whil gig 1 =1 H! R: I H WHO d! ! loul 15 Is I.111! 1 !11 ,pill "111 ".- �31 19L P H9 11 HIM !igl 1pq! in 1111 11 Hild S 21 all -Yo f RUN Rog WHINHH! H"M PHAN - SHI 1081 C g—= 1 ! NUN= max, U41 1PI 1 9HRUIPP � Huh- 819HIMPH iW111111PRIM, 0413 lum"Hun- 1 Wenul ghhHg MW IN! 110d 11's 1"In" , t8 1`1 OHM 1 lull 1 H M 1 1W in, SON 1H : ! lul 1112 1 W1 u 1j"§ w gig 11 it isle al m 11 11 1UOR� W 0411 M H HINUM !1! 11 d !1 R! !j; 11 E 0 11011 1m: 10 101 !1 WHIsh ill 11 1111 !n TO g q Q jgq is, °<H HI IH 1! P 111!, 20 U W K 11 lip Mmain it; H Ihs, W" Rh WH H "A 1K, 1 INWHOR ;1 11H, houi WN Thu in !Hji W 1 'No ion! WN imi Y zX H N! 1; 8, -.- -, 22 16 g g h- 1101 1 W 01,11 , HVI A :5 ME W! 11214; NHI 11 WIN IN a ell u-N-WHIN110mil Hp P1111n. d. Q AW 21 PART 1AWRITHINIH164 WHIRS 11 MIN SlAnygygn H;. gjj0j!jj Eyll 111GRIS Muif�o �1— NIMANS"s lo,s,N; �6 0 gWl !Won who WAS INS }1-80700-jad--00x1z :5!yuo0 }old Q --100x12 ad u50-a0-3011-N30-1n-V-39NIXI :---N I!j viv 9b*1%6 1 -1i g[0z/zi/0[ :-+-a -P-8 ;,-n y� o N 12? x w A F 0 O W uZZp o S. Qi� Sg <U. In W O Z" Hz� Lli 0 N a 6 1-m tt�ttKQi .p.N ay'Z 2¢F 6z�O w 2 � 2 ¢o��Do i�K m °0 FZr$'. °p m�U �w< W24 q ] g0 �z° �� zm <> w zm J[�iJ g> amz Wo`° Ga- w� a26 g oo a� v�6pY � 3 3wa f f1 5U w 4 Q ° Rio 0 om rcrcwoN3 z�aJ zWC� �`-> >a' z now aa Vg w2� ZZ Zmp �2 =z v1m�° wmg mW ~ma y2w mg FQn O °00 a ¢Q Om5zpwm NiN? =�.z< �� O� maw lam' _ m aOw <O FK� z g> 8 <.wo33 oo�o w- h *�2 ° -NS K a - _p -4to i °z ¢ ya w $zs a ha t2°OI~ §xoo "aa °wQ oa wiw 3 3 iHzi -PH zg oVQ�y -a d Fwr " 7o aira O < wQ w °o1 zm� OF�$`-s K jV0 od ow 0 yz� o xP mO0$ �w��33' uKuttmw w�� p. ° ° m Dim y w0 ow�¢aOF -zga VU' o I- °no °�q w Q aw w < �ow� ¢Oz a6 aEO 55 $omroo° �maa�zz w�W� X30 5Oo H opt mo = 2OZw0Oa $o ft 8l, m� 3 °mw wx m =s °wwr� i�o¢ 3�w °O0 3000 a� ao Dam �'woa azF wF<y ?wa �° w °mom za -m z- w 9i °m°+_ m wo <z °a� "mJa wo oa3 Y �w �LLm mw° a E 3� °w aa°zw~ w�F ° °mm 0o y$ $ 3a �w °wwzn aF< magg �J�w img ? 0 LLo °w w a . ., oawU �wku aw a < aWzw m Tog $o 'oo ° u.. o.a.wz0 m w?c oQZ oq� - �` _ i p�wwgai r�pw yow - HQ gV: °z w x yo a0 h w a �pwU mU Zam Q�%3 w on on E��wN�O NH < °.r Wamw p� m <wo � °moo -N ¢q ia3'm'm' 3: ~3 ° €a o � i °w � ow$ ow oai °ma °Qa,°-n zywa w°m = dew w�N m` m �ao m wU=3= ao °z a -ww do - >`' a <zd °�wW wo o .!i,w woa� w $<rc w wo oW ~y rz �oN�ozw w�za wwo3 w� <z wnwm o ova �m o rm ?LLBo 3awg 3za 3_LLN 300'0 rcz vi¢ No3 n° nova '�°o 0$� <0. roam N� 3 npty .°,g .,m a �o 1z w m o$ 2 ° uw o w a w O $F-w% d Om w>l ii O u.a w -N =w0j z o ,z-w.8 owe Imo $ F o 251z 2 ��z amaw ° wSxw am Fwrc< V °i cwi� =ow awe 33 m'o� owa �5uai ��U� jmg m _LL g ¢ Wx Doe z oN xa pzo ° w° yww >mgF wa xz m m .°n w =zgm3 i $a mw o$ °w ? a wi'oo swaw <�a ow�3 x�'�� _ c gaowz ai a° m- m< . a no'- w�S, . uo axom ow ow f �g z �zaw- o °wa ° oa'w a •- m 3~0 a.° -mgzz° rc�w °o -m faY.� pi- 'd rcop gmwiN i o mn Qago o w.00 6.w �3�0 a °oF az $ o wo -5 S 0�a ww << -I w ooa EOw o < - w `z' o o ,w wa yg2o mpC pa0 w pwezq pZKO mW�� �2 �LLw � �° G w mo < gV iS °Kw woow ° _o<o -�wo wg �o o�? rc < w a n cW H p oz, Dow ww rwgi < zJm o$wu� m°o Gmw pok'� °'pm°�° 5o _i$ at, is w$`$zZd iy wo �-w'� c� w §49 grc=S g- AGO Om ¢a o ws _�z u i ° F wow wo zQ� °ma �Z �oma F °oa �wm0 w m >F--' wn gp v >p OOFCmir° �` �W azE y',. ay uo6� ¢ o >w� w<<�o °w <$zp°' mm�aQ o�wa o rr 0 po 3 n 3aM1wirc Ogp u� Jwwo fW",...... ~ J O ° mp j2 w W wrw¢ ¢03 h fa°K Uj 3rcw 4 gF It y m jj2 o0 z j0 Fn Oy0 O. �� o�iw a o<m<NN w <w << oz z > ZS am° ZI-wK WW ttW� o@ a,, m o�Q NC w j - a o26p N w� wa Ge m n6 w gyKa wOwx o o w0 2 ¢atCb � N �w O� woo Z -~ nww 0 �.-,gu g2aa �Ywpw op OUw LL Uz w ¢ MEW i g0 i� w�m J -° zmo o pq www aixR m o ='_>m °aow �� °a H $ $°4°pgr� � w iz � z-I wz° E� °" $mrc a~ S - �o?m xo€ and $Qm o= mzo $ o° 'a ig� iw w z€ ooa rc wm �3w 2. t 3xwz m oz w mzw z F x ° oa s w rcr ,w ? ��aJ' °zs?~ rczdw-z wa i za z£ w a <m' III �w i$ KM,,, Z',.. i pLL prca wa =03 w° < S °a oy a;dw 3 w - �g w e yw o "2 o $z Ew zpQ W.,, IM Uw max Oi -wcwi 2.n. w.w. >OO�U Oh "*Oa w o iWZ�O" Z �°yE E� miy °zg -w� �wzi 5H 5��a ° <zw$ � Dom o az a - ozw° 1.6 8�ew� z pw oZO Q�ai $ < wg zls$ aamo°.o m2o2 3w. ow ° rc o -zT290 m °am izw O Wa .51-t t a }00 °KW4 wU<wU p4 O� j w x m4g °20y g zm zw jmr O 2Q¢Q$ FOgz yW'xO }'o wp °'" i < m ww >�m 3LL HIP H aw g $ w o rc< o =� mFni gpa� maw- °sm °-Iw °.a a w� Y a m000w g Nw w oz$ Z' wowg 3 xaoo o °o omo -w mp w°aez �� z=WWFw w aS °z n W. a m$ m io w >? 089 w w��5z �w a�3wm �m $ a °p wmz ° o° m0z0 6 m o ° p'omz o3a °w - oo > ��� a o° 2 S? A3w FrF� f °zrg rc $ �z°Kw Zp —IT � � ¢ 3Frozw � wLL 1m owm U. wO xo� z p y$z daz 'a °orc NOw _a w �w o w p aw a m z- �� O s� mw m a �y�x ° a m �w age >� yoF i m= z wm �LLoe >> o °zW NU Ug ar ax' -oga wWO 9w�» of Sao tw Si o o 4ega5 w om ao zoo o a go zww=m �' n u1rc 3 p i o > °wm imz 1 F opE o - �$�°$ wz�mv z wWrom rciwo�o 12a g� o �i�i aoO Gw w `z o -o �a x oz� °� o5'uo 0 n ° 5ap o $� oaW z6igmoo gw tom owe K zMLLp ° w - �oww wzw.r �3yw§ _ -?p° rcz° � Ynw a mom w '� °- -moo HE ow 1g1w� z w� -zw� mw °w i °$w"a �w�� °of $� oho �8 'Q - i w� x g a di�zm no $ww no o �0 Ho or mowivaO �°O - N o a 6 < s m u�$ ra.3uaa m m�aaa °w3a wwa -g �aa ' '-'a m -a - va m n �<°a $ +ld, cJOT30d-loaxlz 2N+!+uoO +old Itl+'AOClxl.� :aIQoL uad u6p,e3a- 3`0n- N30- in- b- 3S£HiXl 2 —IN -1!J M 9l �L1 :6 :^ 1!1 5102 /Zl /O1 :a {.UQ FpL :aaSN <o o� - ° m - W r w� �� ¢? J ms f Vb6 �rc d W 1— F V 0 w ¢ � a a J frl o z 7 G Z LU Is Effi w r v o am X nC7 "Hl ;>?. I1 ZST ccasPFs€ s €agg -m s ssww��w g antra z ww. .:...cW gxa €s= s3 _IW ll D111111 §W S 8 k _--- �� 5 2 E 0 0 0 3 a o N € g € W3 w2 aaa as o �8gg ae� =� g I I I x� I 1 I I I I I 1 1 I :Efiko 0 ek., W kkoEB:�k o o v - k k k k k k= o w � h w , w w w w w w w w w w w w w w w w w 5 J ° o a � o � Q Q � -- b +16'80700 -d0d- 100X12 :6i „;uo0 }old Iq +'100X12 <ajgDj Uad ubp'6Z0- 30n- N3o- in- b- 39CHIXI :�N ali� Wtl vq:lI 6 :ewil Sloe /ZI /01 :9}00 RPuod —sN w o� a o ' W �x LU LnZ� z a UJ � i s V hfy W 0 w 0 2 ,.n �.,,,,,- �,,.,- �n„v�� ,r,�,�:n, �a�a iai innviz .aiaoi ua,a u6o �nn- du- u�a -in -e atcH tx i. :awoN ai i.i wv is :t l:6 :awil sloZiZ liol :a +aa ,cpuoa :assn lo 0 + 10 S + liz O M VI 0<0 Z V) _oaE W z uj z ffi6 %2 U. 0 In z .i- + Lq 0 LL u 0, z z w. 2Z -6 om o,- -111 -1 �5: -1. 11�2 0 o 2zz. 9M. R16 10 1 E 1 , , x w 'z'w 2-2Z Lu z lw + U ON w o d L o CD S 0 10 NO yM 0 10 OL -0 J ----------- L--- 1L+1861 ViS 3SCHI LL+1861 ViS 3SM 00'08+CL VIS 890-COSIM 3NIIH:)iVW 00*08+Ct VIS 890-COS IM 3NI-IH:).LVW < —77'Ei9-11 co B I --------------- 0 of 0 00 +j F- 0 VI z V) L 894vj Z= Yti ui _ bran Ln (L -z cc doad o) 1,N900 mAd I . 11£5'0 ;Z" t -07 Cr-M-171 1-d- w 0 sq.ug-d/I �GLq-SN A Z. Z. w z y4 b M�o 0 > 0 < E. 0 0 w. . . RN w Iz E7 w 32v 1 1300yq 83VV OA�VA 3SV3138 vk9;d/l 0 " " IlvNignoo i '9L -ON V) oo.,LllvisNl ui ? 040 A3A SO - ___- ___r__ ----- z TIVISNI EO'0-0� VA I�A '16 L2 .09 '00, ZVI ON38 1 3 GO J, .7! IlViSNI ITIT9 _.T F_ V=JK- W T,2 Hld30 SoAiv 1STX3 co 00 0� C13NOONT P1 V V 3 Di 1 0010 631VM < ol LU , 6'GL9-ON 0 DNISVO �M 2L MSOd08d NMO IR IM Zl dOHJ 01 103NN00 3A7VA KOO IN, �_0-09PVI 06'GL9=DN ------------------------------- -------- W 11 z 0 W 10 i O0� 4 1 10 10 .4 10 �o a ND 10 +jd*U0103-30d-100XI2 :b!JU03 +Old lq+'IDOXI- :-Iq-i --d Ap•EI0-dd-Nid-in-O_3SF.HIXI :—N -I!J Nd SV:ZO:Z ;—!I qiouwot :-+-o : ... n I0 0� w w 10 a N 10 10 .4 a a 10 10 0� 0� 0� O� �2� 1� O� 0� +ld'80100-30d-I00Xiz :6!J000 Hold lq+,io(IXIZ %QlqDi UOd U6P*b10-dld-Nld-10-b-3SCHIX1 :�N al !J Nd 29:Z£:E :�!i 91OZ/El/01 :a +DO S+D9t4sJ :JOsn F- NIVA 31Y0 ..ZL-1 E z 'o 10 11VISNI im ry h. 2 A v 0 + co 04 A + ol 2 1, V NT Ln z it 0-0 1-.6 ffi- Z -j UA H Aw Z. b IA �' 92 LIJ U. Lo 'n + 0 In �".rzz— w Z' wOZ IW W" 9 r- 99-r6l 0 LL. C%l u 0 co :'�139 W-W 'Waiid, 2--. �Wnwg.w E-r ISLI—W - 2 . . . I —ww 1; 0� co wx x w — — wi . 2�. .5 11 W A'.'. J5w. --ZWz i I -.W.. W, Z� 4—' 45.' M, �z Z. LQ W + L -4 W I.- Ln ii tn m N V) j 0 R —- . 0� 0. gil- -IM 21 03SOdOHd ON3 �M ZI X3 01 103 4NOO I0 0� w w 10 a N 10 10 .4 a a 10 10 0� 0� 0� O� �2� 1� O� 0� +ld'80100-30d-I00Xiz :6!J000 Hold lq+,io(IXIZ %QlqDi UOd U6P*b10-dld-Nld-10-b-3SCHIX1 :�N al !J Nd 29:Z£:E :�!i 91OZ/El/01 :a +DO S+D9t4sJ :JOsn NIVA 31Y0 ..ZL-1 11VISNI im ry 39 163 ; 1, V NT + w IA 5L, L99;1/i 0 + 99-r6l W 1'80 1. V) W'l. . . LO gil- Jxoem 0 1 "R dodd 10 z z Ln zo 00 .,azw a Hid3G — < SONIV ISIX3 I zw. ':989-ON I V) Ko 9 989=0 I 0 .1 CD LLJ T,V H SoNiv is�x�l I't ad I lz Lf) 1.10 A aw . 1 0 N I Vi n H1830 SOV41Vi4SIX3S 3v b in Z I < . 9I 3 Z -------- —gv"D=� ------ A J.Nlor 3dld 4 L031s36r do co AleA3ssv Hi -t QJJ Joa _31111 �91111 31 X"jl ob— m VLS z < sohiv I SIX3 7VI —Fr+-v LSO I '�B - ��� v 4 VIS I ON V) S0 Hid mm X3 L13 0 0 W, 44 12M 0 1> mow .0 2=� 831VM U ol I :z Ao vis 0 00 -;V6L9 0 doH 2 2t m .0 0 v I 01 lk + w as OD > .1 min�_r -ws 0 "1 < S3AIVA 31VO „Zl-Z ;I o L9 S;do G N I F- V) 331 zl-4 z Lu 7IViSNI d/l LO _��19 ZE+Z86 i V I S 3SCHI = ZE+2861 VIS 35CHI 3 - °M 00'08+Ei VIS 890-COSIM 3NIIH:)J.VYY 00*09+CL VIS 890-EOS 1M 3NIIH:)1VW I0 0� w w 10 a N 10 10 .4 a a 10 10 0� 0� 0� O� �2� 1� O� 0� +ld'80100-30d-I00Xiz :6!J000 Hold lq+,io(IXIZ %QlqDi UOd U6P*b10-dld-Nld-10-b-3SCHIX1 :�N al !J Nd 29:Z£:E :�!i 91OZ/El/01 :a +DO S+D9t4sJ :JOsn zo ou J Iz ..w — t.. =.T Ilz I I -z NW r n 1. z w > 1. z-. -w g E3ZF z I 1 —14 .11 zw 0 1 I I w 1 I -z w� 1. Z. . W. W wN 2 op �5 � z g lw A anti I.H. x 1 Z2 9tr+ZS61 ViS 3SEHI "b oo,00+f►t VIS 690-CO91M 3NIIH:)IVW + co co 9tr+ZS61 VAS 3SCHI 00'OV+trl VIS 690-EOS'lM 3NI'1H:)IVW 9 < + LW In 0 N 0 o >I>?-- w .1 w 0 W. I, 4r:-, 00 + w ad w ON36 183A Ln 'U.zt III 11A % 0— z .0 ONBS 10A dn, Z,b Hld3q SID SOIN s x CD A�Ois VZ doHd R co oM mN N16 ONTS 0 QN3 < 03NOqNllll 39 01 OL ZZ, HId3O -.w is w > ! � 7.31 lz �w lw V1 S N I UNJ 2 N10 W W 06 899 =d /1 ON39 163A S'Zz Zl - L! ldnj V15 WA W w GN30 i83A b£ s z LO 11V1SNI W> _81 T"'z T + 11'11-11 111 d NIh j .,o oco C l3a 2 00 —n . 0 dV 3A7 A Sy 31 8 W" 'dTiV NOlIVVN I GY403 „I -I I IV 'N < --- Cr zw 0 -�N 11 W— 6 - -------- L40-COOS 38"M I I N LL, D NOO S3A-)VA _IV > . . .. . . . 33 ::1 -L ---- -* I 1"u �, 11 —1"-- XW 00-OLIO vis ------------ 10 W t* W. 3AIVA 3110 R�l 0. 1 IM A 03SUM46 N15313 IM A X3 01 iO3NWOO . ............. . ............ -6L I N 0 \ \ N mfr" "+`\ , *, `.. t� r• 2AIII JJIQ 91 V) LLJ 0 ol O �o 10 T00 "("� -- +jd*80100-30d-I00XI2 T6!JU03 401d jq+•jOGXiZ e91qoi -d U6P•SlO-dd-Nld-in-I-35CHlX1 :9 N 91!J N8 8C:C£:£ :—!I 91OZ/21/01 :9+00 s09L9J :J99n I 0 �o ol , v 0 cm + CO 6 0 Z LO Z aim 04 0 I.- Z (A Lu uj LL a 0 Ln Z LL. 11 o o C., Lq 0 z La 0' U + F- LM IL o� oi -o -o� + co co 9tr+ZS61 VAS 3SCHI 00'OV+trl VIS 690-EOS'lM 3NI'1H:)IVW 9 < + LW In 0 N 0 o >I>?-- w .1 w 0 W. I, 4r:-, 00 + w ad w ON36 183A Ln 'U.zt III 11A % 0— z .0 ONBS 10A dn, Z,b Hld3q SID SOIN s x CD A�Ois VZ doHd R co oM mN N16 ONTS 0 QN3 < 03NOqNllll 39 01 OL ZZ, HId3O -.w is w > ! � 7.31 lz �w lw V1 S N I UNJ 2 N10 W W 06 899 =d /1 ON39 163A S'Zz Zl - L! ldnj V15 WA W w GN30 i83A b£ s z LO 11V1SNI W> _81 T"'z T + 11'11-11 111 d NIh j .,o oco C l3a 2 00 —n . 0 dV 3A7 A Sy 31 8 W" 'dTiV NOlIVVN I GY403 „I -I I IV 'N < --- Cr zw 0 -�N 11 W— 6 - -------- L40-COOS 38"M I I N LL, D NOO S3A-)VA _IV > . . .. . . . 33 ::1 -L ---- -* I 1"u �, 11 —1"-- XW 00-OLIO vis ------------ 10 W t* W. 3AIVA 3110 R�l 0. 1 IM A 03SUM46 N15313 IM A X3 01 iO3NWOO . ............. . ............ -6L I N 0 \ \ N mfr" "+`\ , *, `.. t� r• 2AIII JJIQ 91 V) LLJ 0 ol O �o 10 T00 "("� -- +jd*80100-30d-I00XI2 T6!JU03 401d jq+•jOGXiZ e91qoi -d U6P•SlO-dd-Nld-in-I-35CHlX1 :9 N 91!J N8 8C:C£:£ :—!I 91OZ/21/01 :9+00 s09L9J :J99n m a o< �_ o + _ m ° �o zz 0 a — Z� o a IA w Pz v o 0 W ~ �p LA ILI - `G.1 tt I�VY E ,ry W J Q N Ln w 4s ° Q y= Z U. N F N Q O 3 W -�° ..O ti3za _ it3 °ilM Grp= VI _ 0 0 OD o z� Y�3 wz _ I a...... wwir x w �Ew. �w ogz NF "J t 0 i F t + Q , ¢z w. 4a0 aEV 11 a 1 1. U, a� a 00 _. _o vt 4 Sh q* W �W n rq N ✓' D .q '^Q *p � COI �D W 0 V ,/ /��tt /,. ................... ..................... Z� ...................._. m 1 m m v 3 I I oNwNtO m V¢N� S c I vt c��o6i mr °NaWNm � aX Vw(wiNm m mmZtiN ¢ONm NJLLr� mNVrim v. ,b 7�jNNX -� J Z N w w j Zw y ! 1 t &L9 dAL f�� t 4 of I oK,ASC -:) 2N3 S GLl pled+ ='(A I I MON dONui "� _ -�"' fJWYltl LS7 kR p t M x S"1 Nld]G I � oa.99 0rJ1SW0 NT9 aN3e lain sz'ul s i SdA d � T� ^ -�.• 0.a �.Gu' L9 4091 YdA n II o _+iu M 45'9 / ^— U" 93 O a .-1NIOf 3dId 11J 1j3 ON39 +213N .SZ `117'19N7 O 01 �d N r t.£t905',9d.!.. ry < 9 cU -iNIOP 3dldbE 1031QJc1._� u z t d n as ]dA \a m_ w , o z w r ��� o J o r - +Itl a m w Z u i � 3 °mz Mo OR I z wNO DO w g m. � � m 0 n - NOw w I �xd m m ,✓ O5'3L'S^d /1 C m 0 Q I II j�irM a�ac N�o� ©'6f.3mN in 0 mm W o � w v o a ao m n- nc m w 0� w ey ,ICJ 1z [G J r-i f ad��zw .n " Q IL LL r w i I I st'b 9 —l' g I Q t k A'8f'3 Old. Y Q 9L -ON v 8V +Z$6l VIS 3S£HI e'ec9 =�d I a 00'017+171 VIA 690 -EOSIM 3NIIH:)IVVY 9V +Z861 VIS 39CHI 00'00 +171 VIS 690-EOSIM 3NIIH:)IVW coo m w�1 o -- +Id'y0100-dOd- l00Xlz 16, }uo0 }old Iq +'100X1z .aIQDl uad u60'910- 88- Nld-lfl- b- 35EHIX1 oaworvd al!d Wtl ZZ :OZ :6 caw!1 9102 /ZI /O! :a }Dp Ouoy :,asN w I 0+ 2w wWOw � wz oowawl- a mm z a Di Z a Ln O . O a 0Q0 z- 1 0 � W x I t u m r' r z woz c 1, H lu — 0 > > mM s J w C f W n J z W Nz2� ° vz W r h x N z J W W > 5 N ¢ S ; W W owoz -� N _ = O U. g oUxw J v�Oz lY UJ � O 0 Zj _ OO��a OJ -v1rUR VW rr r Vt ° W g ww w� ��w" a V O asp was s� + Q e N o h % W o a �� W o=wls SIC 0 z 3 o r � W a w aaarc aao a�u �vmwi��. z 7� p ` waa � w o w � 4 J $ o Wr{ ,,B Q rw �a ° ° .......... z ° ....- w W w ...... ZV +£86l V1S 3S£HI "b Z4 +£86L V1S 3S£HI 00'Ob +4I V1S OLO -£OSMM 3NI'IH:) O0 iVW Ob +bt V1S 010 -£OSMM 3NIlHaiVW LO N 11' I II I ti pI II •, � �l 371 I T m p L9 l 1w ror� M .. WkfQ pL.5f'H ...... z w - I 1 3 3 i5 o 1': II Cr O � o wrc I I � bl a w��R ",R O cN W au lz -LL'9 J m- 1 i k P J onawmm Wm ��„ o m m rz� 1OP��ww�o Z u pq III T', `«�tii- i-zinm > J^' n cJ 0 a�zzzatiN � "` µ S I ",,,,�b()� AZ'919 WIH Y' o .. flY9 via d �w15n] t1L 1eCNIl � I �1'LLe 7. o 1 } I' k dlpd Q u�c'ISrszrtp 63'0 ='i 3'�I'�!i I.uT U,1 'L L3 ]h£ N o° r 77 y „\ W. ° 1 t4 f O`O �{ I r�" G3IVrJr7NVf1V 39 Ol nid30 o", /r . 5 03IiIF3A Al 01 A aWl,tl G,tw'� r a r= .._ -- -- -- r i o o � �' i b� h � ' NM e 93 ignWOa GO N, J r, 'l' ° W a 04 Si.rldNi no'(49 i14 t 11 7 d w 030NOINV V 36 00 w I % I �a -" .. x 9,3S9da r K - dIiIIA o z L l/o 3 o a N ev a .... _........ ! , 3 O1 ,r V 4:' gu mmg m N 30 OON S 3 N' r 'wi B .d 3 .., l33i7M A 7x3 ��C� 9T3 i LL p °o 0� 03NOONtl9tl O1 HL o *� °'d I` £ d dO ol Wf4 f A. ^r l,f3 _ w !3 L T wm q __ -04 SL9�{,W�121 Efr 2�5'S (NI1 Ij NI ..b'C,91=11 . LLf101 13,727 ^S7i ="ON zw, ° N O :� O u+ O ...m � }Id'80100- 30d- 100X1z :B }vo0 }old IQ }'I.00Xlz :aIQDl uad u6p'LlO- d6- Nld- in- b- 35£HIX1 lauo1i al!3 WV BS:Oz:G :�!L SIOz /zl /Ol :a }D0 ApuD8 :1a90 co 0 in 1(1 a oho 4I ' — I a Ln 0 o wo a° x�w 33 3 0OLn o g; L" 0 W o w 11 =oo N Wo i W tl Ln i a z ` O Z ILr M 0000 owz 'o O� R- E in V zM o Q W Lm x P ai m h h d u°�i 0 10 10 Fu" r w � I I r I � 4 i 1 1 Im �. i �r- a 10 w �1 f u Nw�bloe se�sw�s NIN v .....w l n r „ „4 I 9'94Gelj U 9 V l S Q o WaU! S STS L�� e ak ' SI Yi.5 ..� w : y; a 6 s w U d 00 Iz L Z4 +£861 ` iS �3S£HI D _ 00'04 +i'1 VIS OLO -£OSMM 3NIlHal</W Z>' +£861 VIS 3SEHI lJ 00`04 +b1 VIS OLO -£OSMM 3NIlH :)IV W .p +b wC `q wG }Itl W700- dad- l00X1z :6!luo0 }old IQ1'100X1z :a I4D1 -d u6D'S[O- dd- N-ld -in -b 35£HIX1 : al!d M K:2:6 :Dw!1 SIOZ /Zl /Ot :a +DO FPUOU :—n po wo �w a191 wzo 0 liw- 5. z z wl. -w 1. zw 1 o.w — w �zl.11z I.zw I I °z w c SE+6L61 VIS 3SEHI ISC+6/.61 VIS 3SCHI +El VIS ILO-EOS IM 3NIIH:)LVW 00*OIP+Ci VII ILO-tOS IM 3NIIH:).LVYY 77917/., Ln m zw 0, ol 0) T,9*2 Hld3C + ol mss olw0913 151x3 Ln Z O<O e 9L D'N U) g -J LLI LU LL 0 Oro ------------- Ln , + z =OuO LL. Lq O ui L e V+ 6� (m ix co < ui LM g SE+6L61 VIS 3SEHI ISC+6/.61 VIS 3SCHI +El VIS ILO-EOS IM 3NIIH:)LVW 00*OIP+Ci VII ILO-tOS IM 3NIIH:).LVYY IT 0� +jd'8o100-AGd-100X1Z :5!;UO0 40ld lq+'IOOXiz :alqDivad U5P'610-dd-Nid-1n-V-392HIX1 :a N aiiA ndpz:vg;2 :aw!i swz/ci/ot :a4�0 9+Dawsj :jasn 77917/., 0, 0) T,9*2 Hld3C olw0913 151x3 e 9L D'N U) jC.qL9_q j ------------- co M,o BV/ < Di 9L9 N PS's V) W �,S'C H1.1M 98w1f vis SD8 1408d vi 9 00 n8ois 6088 1 8 0 0 + co z,G Hi 30/ 099.01 < -------------- 49.5N 20:0 9 VL9-0, Ln LLJ g 6 999 0,299 d/l 03SOdOHd 0' ol'D 7d/i 0 OJS cdn) ON39 z 0. o LG,OL9--61L MC) ON lloa VIS TdA)f < V) W IM A X3 01 133NN03 -------- IT 0� +jd'8o100-AGd-100X1Z :5!;UO0 40ld lq+'IOOXiz :alqDivad U5P'610-dd-Nid-1n-V-392HIX1 :a N aiiA ndpz:vg;2 :aw!i swz/ci/ot :a4�0 9+Dawsj :jasn F. + w cep o 0 Ln 0, Ln Zq -0-0 .9s 5:1,� 6— Z 4x -, g LU I-- cm & In T T LU U. L (n z LA. o 0 'S O�- > 0- LU HE F.- V, in on 8tj 0 C4 4 LU N ---------- ---------------- ------------ - ----- 'o 0 10 tZ 2,69, + 7- 00'099 /i ON39 1 110 Yw --iii -4 - PO K OJ i4 PO Ln ;:699-7i SE+ U6 i VIS 3SCHI 5E+6161 VIS 3StHl I 00'06 +C1 VIS WO-COS IM 3NIIH31VW 00'Oir+E1 ViS 9LO-COS 1M 3NIIH:)IVVV +Id•ioloo-jW-Ioclxi. -.014-3 old lq+,IQOXIZ :DlqDi uQd U00'600-d6-0,ro-v-35£mixi =era 01!d MY LO:ZZt6 Z"!l SLOZ/ZI/CL :9+00 APL.8 :—n 0 z zo + '6 o V�2 0 CO z W, I, + w 1 0 z N , dt z- 11 11 1 1 In wuwwN '0 Z' en u- u z:� -0 + �llw �Hz.- �— N Z 0 OD ac c? x t; 15 11 'N 0 Z- 0�- R -0 + Lq wJ uj co I.- In lo lo lo a Oez 00 m3 MM ,a o_ Z!f < q'589 =0 � �15 w 0 Rof V9 LLJ S H1d30 . . ............ L-Ut.o t4 , W IJ .8 V89 111 -Y418 ZL -N 0 HN A IZ lo rl -- N „A F° 10 + 891VI4 .9 dobd 00 90 'LL 9- N 1d I's 90:L49--y —1 —1 -TI-11PTISS11— Tj R '0`'989 =6N v) 0— +fd'80100-Ad-i00Xiz :6!J--O +Old :-Iq-i -d uOPTZC-dd-N18-in-V-39£HIXI Za N al!3 N6 OI:SEtE :OWU SIOZ/El/01 :D+Do s{.-Lmj :-sn lid + 00 yql8 MW kSGI .b 13 2 GS:6�9�1 ea'619-uno) U �,B 8 999=ON' o < TG' 13lNl Y4801 Ict! ----- I -989-DN U) 9*96�t R TZ C'j 14 LLJ Vgig-d/l 831VAA 8 dO8d 0 C. VIS Ln 00 (L C.) W wo zzaM1ti , �r Zw CL U -1 7 \ z ° Ew z T,G Hid3C SaNiv lslx'� T m 00 m3 MM ,a o_ Z!f < q'589 =0 � �15 w 0 Rof V9 LLJ S H1d30 . . ............ L-Ut.o t4 , W IJ .8 V89 111 -Y418 ZL -N 0 HN A IZ lo rl -- N „A F° 10 + 891VI4 .9 dobd 00 90 'LL 9- N 1d I's 90:L49--y —1 —1 -TI-11PTISS11— Tj R '0`'989 =6N v) 0— +fd'80100-Ad-i00Xiz :6!J--O +Old :-Iq-i -d uOPTZC-dd-N18-in-V-39£HIXI Za N al!3 N6 OI:SEtE :OWU SIOZ/El/01 :D+Do s{.-Lmj :-sn w �LL OD o .. o °r p A Li ,, Z W T u N w w x x u N w u W N ¢W<��.x�Wn . W o W° � wSZ4iiW < n n � u ¢•_� z _ {w ~ + Ln Z U Z Q l J aoz w�Iy` w ° Z y } Ln o 0 Z O Oo $ r.Z W 11 o .w z s Nq w O N N ......I m J 2 Z N M v W m ¢ O i i _ a �D Vf 2 ^+' „_____ Q. _,____N._.._._._.,,..�.,..,.,., „N,,.. --o - ACA `�f1 a nr .,p N P (0 Ifi N ....._ ......._...._4d'S N LL1 4 a a ' m m I I 7 I o m w z N I ��o N go O OQ� m o o a3oF S W ryy03 13m MOM .III. m ar `_° wmvtOi C9., X 1 VNNO w IM 9 SNI / z M 3 9w dtl v a 0'7 eis" m4 VA I r a G1 995. N v� O w t _M 3A�tlA 3itl7 00 �oq I w 1 1N 6 Idln se s vi IIS do 0 x r an3a le:7n s zx1 l�el n _ -Sg _. �H 1, w a 3 se -9N s ds oa 3 1 4. __ -....- ,. fM6 04 Vl 6'�'6Sy9N w Ih`ry "v5 'fin a 6 Cr s O � 7 � i P _ ` ^k V ....,.__._._ —. � ..� �F- C� 3 03 r3 rTFff6 x N W�6 Ll- 7 u Ft f : I a is o x a - M1 ¢ O V I LL _a { ip0 u°i KSm�I -raamv � OM1?0 H'l WI I I 916 6 tlh4.. b06Lis Lts V4. Nm ^zQ w° oM ("jCi o� 96'fi15 -d /. w aN n .sa .st sii, _ i4+ b•sss -�N m . ...a'il_,d,M9_ —T'—z' rN � w g�..... <.s6.� v„ :dn,� 31 �, dry 4 � °... ° � _ . 3AlGn 31:1 1'iv1SNI r ° _ lM s Oasr�nlrn NIJ3H fad X PA) .d VH1,9�L 030'3* h. IM ` .... . OJ dJ IV l77 6t 0 xo ¢ o 1.M �' LL ueW I r � +jd *dolOJ -j'Od- 100X12 :b, ;uO6 }Old IQ +'100X1. :alaDl Uad UbV 60- dd- N- Id -in -b 3S£HIX1 :'—N al!3 Wtl bO:bZ:6 :aw.l S10Z /Z1 /Ot to a RP-u :,asN II --------- -- V) ..1`= ul < z Ili LLI m m Li En —J ol V) �H �!,.0 cq. LLA 0 Lu I.- Lu Lu Z Ln OS LLI ;i m ui o Y1 p -r S LU (A u uj W C9 ED i I E i '25'. Er nmg P ? 1, V� 1, 11 11 UJ UJ :2 ry > Z - [dltx)lN-jod-i0oxl2 :D!J--D +-1,4 IWIQUX17 ;-I-y -d —H, dl!J MV NVZ=G :—i- qtoz/Zt/oL .-,-a hP--u : n E 5 1 71 0' LL V sF a T, V) L d 0 R 'D N < 4", LLJ ry V) 4<S zu. . LEI CL LLI 0 Z C) CL O +Idldoloo-jod-ioaxlz :5!,Uo0 4oId 1'1+ . 1COXil :aIqOl U@d :-.t4 aIij Nv L,;vz:6 sIoz/zi/ol Apu-d :,-n LLI Z< 03: LU V) ui LA Z U. 0 -0005 LU uj u E 5 1 71 0' LL V sF a T, V) L d 0 R 'D N < 4", LLJ ry V) 4<S zu. . LEI CL LLI 0 Z C) CL O +Idldoloo-jod-ioaxlz :5!,Uo0 4oId 1'1+ . 1COXil :aIqOl U@d :-.t4 aIij Nv L,;vz:6 sIoz/zi/ol Apu-d :,-n %All ° aZ4 uWiZ�p G en uj o', 7` U Ow Y \ W cn Q � CY Ir i b q N I� v j x , CIS Ljj N "— a 66 h�� ta Of Ld 4 uj > II vs r -w il „ -' ,�_> ray G Yr } M =i; v' y ✓ r � a, P i F r 21 kS Q �.r ,ar. "ZINC 4 - a r� t l -r "l'I y t° r, '91� -R, +Id'80700- �Od-100X1z :6!)uo0 told Iq+ °lOOXiz :aIgoi uad u6p'2b0-Oin- N3D- in- b- 39£HIXl lo-N a1!3 by 00:9Z =6 ;-!1 stoz /ZWOL :a +o0 RpuoH :JasN �o A e it N, T V 5 98 Z LLI X 0 > D ry X (D U) Q ry Z 0 0 C) < C) z J i= UJ I I , 1c, }-3 w I IQ i 'iOCX LZ :a 1401 , IQUJCN aIlj AV 00*226 9@.!1 gluni/ol :e4a0 hP- Z—fl p C, T, LLJ C) z Ld z g 'i 0- 'T z W U, U) 0 L z Lli C) LLJ gac�� Z 6 C6 7 / )Cl :111 ;y 0 HP C). . . . ............ . m n IL a �o A e it N, T V 5 98 Z LLI X 0 > D ry X (D U) Q ry Z 0 0 C) < C) z J i= UJ I I , 1c, }-3 w I IQ i 'iOCX LZ :a 1401 , IQUJCN aIlj AV 00*226 9@.!1 gluni/ol :e4a0 hP- Z—fl z g 'i 0- 'T z W U, L z p gac�� W 2 r2 Ll- 0 6 C6 7 / )Cl :111 ;y 0 Uj W - 3� ........ ......... IL �o A e it N, T V 5 98 Z LLI X 0 > D ry X (D U) Q ry Z 0 0 C) < C) z J i= UJ I I , 1c, }-3 w I IQ i 'iOCX LZ :a 1401 , IQUJCN aIlj AV 00*226 9@.!1 gluni/ol :e4a0 hP- Z—fl 5 L \.\/ o q, o E, 22 C) 0 M V) F z LLJI M, LLJ z \ V) C) LLJ U- C2 Z 'n ,6 ry / z % \ \ LLJ 1L, T C) 0 M V) F z LLJI M, LLJ tv� . . . ......... .2 \ \� � \�` ` � . \ \ \�� /\�! \ � \ \�� .\ \\��� ... . ------------ -- � \ \ \� � � \ � .w, x �.—i z U L,J V) C) 0 m 0 LLJ M UJ n -J z < 0 N ry 0 I ioaXiz t5l�UQD +Q�d lq+,ioaXiz :alqoi u@d ubp,�vc-ojn-N30-iO-�-3SKHIXI �a—v ai�d Nv vs;q?z� �—�i G[auz./o, �oa Kp�,,�d �,-n U- tv� . . . ......... .2 \ \� � \�` ` � . \ \ \�� /\�! \ � \ \�� .\ \\��� ... . ------------ -- � \ \ \� � � \ � .w, x �.—i z U L,J V) C) 0 m 0 LLJ M UJ n -J z < 0 N ry 0 I ioaXiz t5l�UQD +Q�d lq+,ioaXiz :alqoi u@d ubp,�vc-ojn-N30-iO-�-3SKHIXI �a—v ai�d Nv vs;q?z� �—�i G[auz./o, �oa Kp�,,�d �,-n tr %A< U z Lu wpm O J WI- UJ Ct4•►< N O w _ �w m m _ LU w yW II _ 1 P / u dlr W H W �J� t p } Ld Q W \ W O yil a Li Of ,TM D rx; 0 EL 7 fi Ixl � F— Q zj "t I I N -I a ry c rl +Id `tlO�o� dQd- lOOXLC a \ }uop +old IQ +'lOOXlz. .a IQO.L u:a,l CEP "Sbo -Olfl- RD'S- 1r1- 7`3SEHfxi ;a-ii aiid n, 9o*5* ._ SLoz /zL/ot :aocj hvuou ; -.2so vi I I dIN 71 8 C) ILLJ P? +IWHDIOD jGd-ICGXil 35!J--3 I-ld q1 %oonz kilt ,a,) u6P-2.v0 ain N39-in-V 3SCHIXI :—N @I1J NV 07�ZEt6 3-Jj ��JOCJ APIIDy %-GrI < — — ---- o v) V) z Jti uj �V5 .. Ld V) Uj LLJX Ln Z C2 LIJ uj ---------- -- Ji 1-- U.J N LLJ vi I I dIN 71 8 C) ILLJ P? +IWHDIOD jGd-ICGXil 35!J--3 I-ld q1 %oonz kilt ,a,) u6P-2.v0 ain N39-in-V 3SCHIXI :—N @I1J NV 07�ZEt6 3-Jj ��JOCJ APIIDy %-GrI < — — ---- o v) ryi .......... .. Ld V) ---------- -- Ji 1-- N LLJ Ji Ji V) vi I I dIN 71 8 C) ILLJ P? +IWHDIOD jGd-ICGXil 35!J--3 I-ld q1 %oonz kilt ,a,) u6P-2.v0 ain N39-in-V 3SCHIXI :—N @I1J NV 07�ZEt6 3-Jj ��JOCJ APIIDy %-GrI % Pt L L-� L .. ........... o LLJ > 0, fo Vl z VI > U7 c Os ui LI cr- uj 0 ui LL. 0 -LI I VId,joloo-jad-loaxlz :6!#uo5 .Fold iq+'IooxLz :aiqoj, uad u6p,9v0-cin-N3I)-ifI-I,-35£HIX1 M=N 9113 NV Lg:&2:6 !a !L `IO?/ZI/OL eO+DG 9PIDId :—Sfl ZO O ' M LU Qv 1 uj >- LU o LLJ > 0, fo Vl z VI > U7 c Os ui LI cr- uj 0 ui LL. 0 -LI I VId,joloo-jad-loaxlz :6!#uo5 .Fold iq+'IooxLz :aiqoj, uad u6p,9v0-cin-N3I)-ifI-I,-35£HIX1 M=N 9113 NV Lg:&2:6 !a !L `IO?/ZI/OL eO+DG 9PIDId :—Sfl n %A. t5 I oi- Lu jE Z E UJ UJ n Z Z' en Iii LU U- 04 ui Lu RD 1. 'z p 83 E3 E 19, UJ c ry UJ ui uh, IS m J < of (5 T < 2, uo o 117, i > LID < < uj (2) C) G) IS o DNI z J c" Ll z� 3 8, 3NI, Y^ < _7 Z' g'L� o W n IV z LLI Of N, �x Ld to� 8 y v, W uj V) 0 I'M 18 z F— o 3 131 91 wW' Y ,[d'HOjoo .Od-.LOQXi7 %5!JUOD iQld q{,'j0()XjZ 2alqDj, U!Dd LbP'W-Olr1-M9 n-V'3SDltXl :—N Olt:i AV LF2F.54 .—!.L ('[oz/zi/oL ' +,pa xp- :j9sn LL TW o 1 r r h LU \ 413a ?W�Wa, LU LU o LU N LID a O i> x o Q o �:,, - C ) �Y F - QW W xT 9 ` V) w a i X3: R �� gz z 0 � a� Oi x O z U w U y w O � w _ "v> 2 195 3gI } zo w LL ' W N "< :.. CJ r J x-` o •.rv', m/ H� I� H < Li Q Q — z Er � �_ 4 _r .._ .: .. .. « .k 3 Z V�Y � t,.. x F- 4 a Oil! }} r- \ W. OJ 3 r' r 1 �.LL. y G >-a i � Qh- �N > Z Q ° Q — v j — V) ~ U k 10'iJU'1UJ' ".JClcl' "lUOXA[ :6i ;uo0 }o d IQ�'loOXl, =aIQOA u-d u6G`OSO- ain- N30- in- b"39£NIXl :0-N aI H WV 10:6£:6 1-11 SIOZ /ZI /OL : DO FPUDU : -Wl -E C L 66 O LL O 19 6 0 76 co 3: E OR 0 o ca a) — 0 E � Co 0 N 14) '. z > Z 0 (D 0 C) W , 0 w 2E 11m) 0 0 w CA OM S 0 0 0 'Q 15� P— c 0 2 co Z "S -' m 0 L) 2) 2 mm No < L) LL E 0 M c 7� LU (+J a) m to > �o -, a) Co > M w -0 0 0 cc 6 0 a) lu - -6 00 (n m Cc - 9 .0 M r m U t 9 a) Cc (D aK mom 0 E C) o 2E 11.2 16 o-.2 -o 2 w W 6 cl) C) ,6 Z ca 0 o ?: a) a) LL M wa,) W C6.2 M U) < W LU (D w0 W Fu X 0 a) r = B., 0,5 Q� LL 0- 3: 2 = Z E Ax .a :E m Z S 8) A) ) a) 0 C, a (D 0 0 > (,D" cc) o me Qm m0 c c Z5 E M E m m 0 o 2 m T f CM -(OD (D � a) — E 0 0 E OF 0 O— 65 c =� CU m 0 3: --0 0 C, -T .2 4) E E 2 �5 E p - 072 z 0 0 2-0 0 75.2.E >r C 0 M -2 o LE5 -E E 60- 0 a > 0 0 a) o a) -a � E 0 o tm'� E a) N . E LD . N P a) -0 �= 2 c w �O-mE>Oc> D )II 18 - Eo)oow O �06 -0 X, 0 0 a) oSJ o E 0 0 o 7 0 w a) E-o E 0-'E > m u E 0 0 -a T o 2. N 00) a) 2 (D 1 a . C m c 0 w aw) 0 a) , a 3'E -0 Na m mF a m 2 M-5 o m a) -a ) o 0 M2 2 E 0- — m 0 0 w o E 0 > o c �5 a - (D a) 8 15 x .2 ? E- E - — m a 2.-F- t 0 _ < 0 m Im 1 0 022 z B) 4 '20 mo �u aa)) E a 0 ca 2 a) ca 2 (D 0 UJ a) 0) M (u , ol 9 a:) 0 — om 0 a) o= E .o L - . [= (D 0 0 0 ou U) 2) C, o 0 c (D CU 0 to a , . -s �-- -E >, 0 C, 0 0) 0 c 0 0 x oc a) El O (D 5. NO 2> o a) ,7 0' 0 .2 -�-' E 0 = 0 0 0-0- E w E 0 m 2,8 22 0 w O :: �5 E o m M w :2 a) — (D . O- m L a) -0 co mm (D 'M U) (D E `= co o " = E o a) — � , .0 U D>_ 2 m Im 0 m -a .E- A" 3} 1; ((") O�t S m a) 0 m c 0 f ca co 0-0 2 -- E ca o -o-o -- L w a 44 0 1 �tF = a) o OM 0 tn. 2 x. .2 0 0 a) 0 N v a- -0 tz m m E 0 s D tL 10 8 E E :S m 3: m UXJ X 41 0 W'D t� (D . M M X m a, —b , 0 a) X 0 owmmQ l (u 0 N 1.9 0 O mEm . m E 0 01 CD E "a 00 2,6 0- m l4 M , (D 0 45 a) 0 O > 2 12 LLI a) m I— co 0 0 -& m 0 a) 0 cl, 6 V) CL 0 N a.) 76 aul E o U o (D 0 2 x 0, f a) 0 r5 U) h (u Z' Y) a) Oz :E 0 0 'u sc X0 0 . 16 .2.2 0 ID 2 7 � co c -2 q) 1 - 0 < o 0 o D 0 m 0 > 0 o 5 .2 15 m E '5z am) m E m 2 3: (v Q E m 3 0 15 0 V 2 m 2 :L 0 15 G 2 cu cc E - c 0 15 m .0. 0 3m '20 C) 0 E I.D (D Em 3: -2 W 0- 00 0 o 12 x .Lv 'm E C, 4 �02 =2 o — =a) (D 'E °Q 0- o o P X 41 0 W'D t� (D . M M X m a, —b , 0 a) X 0 owmmQ l (u 0 N 1.9 0 O mEm . m E 0 01 CD E "a 00 2,6 0- m l4 M , (D 0 45 a) 0 O > 2 12 LLI a) m I— co 0 0 -& m 0 a) 0 cl, 6 V) CL 0 N a.) 76 aul E o U o (D 0 2 x 0, f a) 0 r5 U) h (u Oz co '6 Q) D 0 C) a � a O � � � � O O � � a a a+ ° c o a A 2 E :E E2 o o o o 0 I LL (L) \} (D 0 zo E S, —. -@- d W- —0 CO 0 'm 100 77 ui wa- 0 }7®± M: 0 m '0 CCU -M pQO) -. �- -uz 6— :i; w a)L-z cc OE 6,6 fu no E a: 4, LU 0 LL LO C -3 < cl? 0 0 0E ca W'a CC (D LLJ z V- 0 M 0 a, m LLJ (D Im z 0- z = -0 (D 0 x I.- uj LIJ > 0 Z LL uj 0 C E 0 LL LLT C -,a w 0 (D Z (0) z LLI M 0 LL > cu x 0 LLJ 2 E :E E2 o o o o 0 I LL (L) \} O O O. O O cE 'Z5 -Z5 0 k\ yea �74 } \&& 0 C, Z S � N ¢oN E � ti�0. S k t O in C