Loading...
HomeMy WebLinkAboutDocumentation_Planning and Zoning_Tab 02_5/19/2022STAFF MEMO Meeting: Planning and Zoning Board -May 19 2022 Staff Contact: TITLE Department: SPR 1-22: Application from TAMWEST REALTY INC for a site plan review to build a 2,544 square foot fast food restaurant with a drive-thru (Starbucks) in the C-2 Zoning District. The application includes a landscaping plan, wall signs, a menu board, monument sign, clearance poles and other signage. The subject property is located at 710 N US Highway 1, Tequesta, FL 33469. SUMMARY�_� SPR 1-22: Application from TAMWEST REALTY INC for a site plan review to build a 2,544 square foot fast food restaurant with a drive-thru (Starbucks) in the C-2 Zoning District. The application includes a landscaping plan, wall signs, a menu board, monument sign, clearance poles and other signage. The subject property is located at 710 N US Highway 1, Tequesta, FL 33469. This document and any attachments may be reproduced upon request in an alternative format by completing our Accessibility Feedback Form, sending an e-mail to the Village Clerk or calling 561-768-0443. BUDGETED AMOUNT: N/A AVAILABLE AMOUNT: N/A EXPENDITURE AMOUNT: N/A Additional Budgetary Information: Funding Source(s): N/A SPR 1-22 Starbucks Staff Report w attach Application Agent Consent Warranty Deed Waste Management FPI I PttPr LRD Letter Comcast Letter TPS Approval Drainage Statement SS Fire Statement SS Letter Impervious -Pervious areas DS Sewer Statement SS Water Statement SS Traffic Study 21-085 4-25-22 DS Arr.h itPr:ti i rP N/A Location Map Surve SP-1 SP-2 LP-1 LP-2 PH 5-13-2022 DS Sign Package Cl 5-13-2022 DS C2 5-13-2022 DS C3 4-25-2022 DS C4 4-25-2022 DS C5 4-25-2022 DS C6 5-13-2022 DS C7 4-25-2022 DS C8 5-13-2022 DS VILLAGE OF TEQUESTA Department of Community Development Staff Report —Planning and Zoning Board —May 19, 2022 Petition No. — SPR 1-22 APPLICANT: 2GHO c.c Troy Holloway 1907 Commerce Lane, Suite 101 Jupiter, FL 33458 OWNER: TAMWEST REALTY INC (Plaza Owner) REQUEST: SPR 1-22: Application from TAMWEST REALTY INC for a site plan review to build a 2,544 square foot fast food restaurant with a drive-thru (Starbucks) in the C-2 Zoning District. The application includes a landscaping plan, wall signs, a menu board, monument sign, clearance poles and other signage. The subject property is located at 710 N US Highway 1, Tequesta, FL 33469. LOCATION: 710 N US Highway 1 Tequesta, FL 33469 Location Map 1 PETITION FACTS a. Total Gross Site Area: 42,253 sq. ft. (0.97 Acres) b. Total Building Square Footage: 2,544 sq. ft. c. Outdoor Dining Area: 385 sq. ft. d. Building Height: 16'0" Land Use and Zoning EXISTING LAND FUTURE LAND USE ZONING USE C-2 (Community SUBJECT PROPERTY Commercial Commercial Commercial District) North C-2 (Community County Line Commercial (C) Commercial (C) Commercial Plaza District) South Tequesta Mixed Use (M-U) Mixed Use (M-U) M-U (Mixed Use) Terrace (ALF) East C-2 (Community Commercial (C) Commercial (C) Commercial District) West G2 (Community County Line Plaza Commercial (C) Commercial (C) Commercial District) I. BACKGROUND In 1987, the subject site was purchased to build a Seacoast Bank. The Seacoast Bank occupied the parcel until 2017 when the branch was closed. Since the closure of the bank, the parcel has been unoccupied, thus leaving a vacant building within the plaza. After years of remaining vacant, the current property owner of County Line Plaza, Tamwest Realty, was approached by Starbucks to construct a location within the Village of Tequesta. In March 2022, the Village received applications for a Special Exception Use and Site Plan Review. Per the Village Code, a food establishment such as Starbucks is reviewed and processed as a "fast food restaurant." Fast food restaurants are a permitted special exception use in the C-2 Zoning District. The Applicant is requesting a Special Exception Use (fast food restaurant) to build a one (1) story, 2,544 square foot fast food restaurant with a drive-thru. The application includes a landscaping plan, wall signs, a menu board, monument sign, clearance poles and other signage. Currently, the shopping plaza includes various food establishments such as Subway, Dominos, and a Dunkin Donuts (with a drive thru). SPECIAL EXCEPTION USE Per Section 78-177 (d) (17), fast food restaurants are considered Special Exception Uses in the 2 C-2 zoning district. The Applicant is requesting Special Exception Use approval to allow a 2,544 square foot fast food restaurant with adrive-thru (Starbucks) in the C-2 Zoning District. On May 12, 2022, the subject Special Exception Use application was heard and approved by Council (5-0). II. SITE PLAN REVIEW The Development Review Committee (DRC) reviewed the subject application for compliance with Village Code, State and Federal applicable regulations. The DRC includes Community Development, Law Enforcement, Landscaping, Building, Fire Safety, the Water Department, Civil and Traffic Engineering. The proposed Starbucks building will be located in an outparcel within an existing Shopping Plaza (County Line Plaza) in the C-2 Commercial Zoning District. The Applicant is requesting a Site Plan Review to build a 2,544 square foot fast food restaurant with a drive-thru. The application includes a landscaping plan, wall signs, a menu board, monument sign, clearance poles and other signage. ZONING REVIEW Commercial REQUIRED BY CODE PROPOSED COMMENTS Development in C-2 District Minimum Lot 7,500 sq. ft. 42,064 sq. ft In compliance with Size Code Minimum Lot 75 feet 106.2 feet In compliance with Width Code Setbacks (C-2) Front Yard 25 feet 45 feet In compliance with Code Rear Yard 10 feet 31.9 feet In compliance with Code Side Yard - 10 feet, except 20 ft. at any intersecting 64.4 feet In compliance with North street and where a property is Code contiguous with any noncommercial district. Side Yard - 10 feet, except 20 ft. at any intersecting 138.2 feet In compliance with South street and where a property is Code contiguous with any noncommercial district. 3 Commercial REQUIRED BY CODE PROPOSED COMMENTS Development in C-2 District Lot Coverage Sec. 78-143: 8.3% In compliance with Max 40% 3,488 sq. ft. Code Building Height Sec 78-143 1 story / 16 feet In compliance with 4 stories/50 feet Code Parking Sec. 78-705 (30): 33 Spaces Total: 33 spaces Restaurants (standard): One space per 2 Handicap three seating accommodations, or one space per 100 square feet of gross floor 70 interior & area, whichever is greater, including exterior seats permitted outdoor seating areas. 29 spaces required [based on a total sq. ft. of 2,885 sq. ft. (2,500 sq. ft. & 385 sq. ft.)] Landscape Min 25% 36.3% In compliance with Open Space Code Sidewalks Per Sec. 78-331 (h)(7): All development 5 feet In compliance with and/or major redevelopment shall Code provide a minimum five -foot -wide continuous sidewalk for pedestrian travel Signage The application includes one monument sign, which complies with Village's Code Sec. 78-741 (2)(d)(i) "Freestanding sign: Shopping centers with approved outparcels, not utilizing the freestanding signage allowance in excess of 60 square feet in area but not to exceed 100 square feet in area as provided for within this subsection, shall be permitted one freestanding sign for each outparcel, not to exceed 45 square feet in area and not to exceed eight feet in height from finished grade and having a minimum setback of ten feet in accordance with section 78-739. Landscaping and irrigation at the base of any such signage shall be required by the community development director, or may be required by the planning and zoning advisory board pursuant to subsection 22- 53(b), or shall be recommended by the planning and zoning advisory board and required by the village council as part of the site plan review process as established in article IX, division 2 of this chapter, as applicable." The Applicant is proposing a monument sign that is 8'0" in height, and the sign copy area is approximately 20.68 sq. ft. See drawing A.08 that provides the following information: square footage, material, color, and font. 0 Level of Service Per Division 2, Sec. 78-331, the subject application was reviewed for compliance with Level of Service standards. See attached review letter from Mr. Matthew Hammond, P.E., Village of Tequesta Utility Director. Development Phases Infrastructure and building will be developed in one phase. Agency Approvals Per Division 2, Sec. 78-331(g), the Applicant provided agency letters and statements as follows: 1. Palm Beach County Health Department. Applicant provided the following statement: "The site will provide access to sewer and water. A letter or permit will be provided in the future when the design for this project has been completed, the permit application for the water and sewer systems has been approved, and apermit/approval obtained." 2. Tequesta Fire -Rescue Department (Fire Marshal). Applicant provided the following statement: "A letter or permit will be provided in the future when the design has been completed, the fire department permit application has been approved and apermit/approval obtained." 3. Loxahatchee River Environmental Control District (ENCON). LETTER PROVIDED 4. Department of Environmental Resources Management (DERM). Applicant provided the following statement: "This property has NO environmentally sensitive lands or vegetation, as it has been previously developed, and maintained on a regular basis." 5. South Florida Water Management District (SFWMD). Applicant provided the following statement: "A letter or permit will be provided in the future when the design of the drainage system has been completed, the SFWMD application has been approved, and a permit/approval obtained." 6. Florida Department of Transportation (FDOT). Applicant provided the following statement: "No changes are proposed to the US 1 driveways." 7. Reserved. N/A 8. Metropolitan Planning Organization of Palm Beach County (MPO). N/A 9. Palm Beach County Traffic Engineering Division. LETTER PROVIDED 10. Martin County Metropolitan Planning Organization. N/A 11. Martin County Traffic Engineering Department. N/A 12. Florida Power & Light Company. LETTER PROVIDED 13. Telephone service provider, as applicable. LETTER PROVIDED 14. Solid waste purveyor. LETTER PROVIDED 15. Tequesta Water Department. LETTER PROVIDED FIRE SAFETY REVIEW Captain William Newbern, Village of Tequesta Fire Captain, as a member of the Development Review Committee, provided comments that have been addressed by the Applicant. Further review will be conducted at the time the Applicant submits construction drawings for permitting to the Fire Safety Department. 0 BUILDING DEPARTMENT REVIEW The Village of Tequesta's Building Official, Mr. Jose Rodriguez, as a member of the Development Review Committee, provided comments that have been addressed by the Applicant. Further review will be conducted at the time the Applicant submits construction drawings for permitting to the Building Department. LA W ENFORCEMENT REVIEW Assistant Police Chief Jim McGrew, as part of the Development Review Committee, provided comments that have been addressed by the Applicant. LANDSCAPE REVIEW See attached final review letter from Mr. Stephen Parker, RLA, Village of Tequesta Landscape Architect Consultant. TRAFFIC ENGINEERING REVIEW Please see the attached review letter from Mr. William Grieve, P.E. from McMahon Associates, Inc., indicating the Applicant will be required to conduct a Queuing Analysis Study to address peak drive- thru traffic and potential ingress/egress concerns at Village Boulevard. SEWER, DRAINAGE AND WATER REVIEW Mr. Matthew Hammond, P.E., Village of Tequesta Utility Director provided comments that have been addressed by the Applicant. Please see attached review letter. Further review will be conducted at the time the Applicant submits construction drawings for permitting. III. FINAL REMARKS This development application met the requirements set on Section 78-334 notice of hearing. The notice of hearing was advertised in the Palm Beach Post on May 9, 2022. On May 12, 2022, the subject Special Exception Use application was heard and approved by Council (5-0). Please note, the Village Traffic Consultant is requesting the Applicant to provide a Queuing Analysis Study for review. Currently, the Applicant is preparing the subject study, and a final review will be required prior to being heard by the Village Council. Cei No Text V. PROPOSED CONDITIONS . 3T - 6" i I NORTHWF T ELE ATION Sea k�: N I ' — I'-0f' 7Er - 0" SOUTHWEST ELEVA170M scale: Vs, - V-0, METAL CANOPY REFER TO UFAiCTVRER T. OPARAPET _ WALL IT - x T.0. STOREFRO9 r N C: " � ET w Lance Lilly From: William Newbern Sent: Thursday, April 7, 2022 4:24 PM To: Lance Lilly; Nilsa Zacarias Email Cc: James Trube; Judy Jones Subject: Starbucks DRC Resubmittal comments Tequesta Fire Rescue has reviewed the resubmittal for the proposed Starbucks at 710 North US Highway 1. All comments from the original DRC submittal have been addressed. There are no changes identified in the resubmittal that require additional comments from Fire Rescue. Respectfully, William E. Newbern, CFPE Captain/Paramedic Fire Prevention/Logistics/Support Services Tequesta Fire Rescue 357 Tequesta Drive Tequesta, FL 33469 Phone: (561)768-0550 Fax: (561)768-0693 Email: wnewbernktequesta.org Lance Lilly From: Kasey Fyda Sent: Thursday, February 24, 2022 9:37 AM To: Lance Lilly Subject: 710 N US Highway 1 - Building Department Comments Hi Lance, The Building Department does not have any comments for 710 N US Highway 1. This property is not located in a flood zone and it meets all ADA requirements. Regards, Kasey Kasey Fyda kfyda@teguesta.org Building Permit Coordinator/Licensing Clerk Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469-0273 Phone: 561-768-0454 Fax: 561-768-0698 1 ZRANSP O RTATIO N ENGINEERS & PLANNERS �M�MAHON TECfNICALMFMORANDUM TO: Nilsa Zacarias, AICP Village of Tequesta CC: R. Trent Ebersole, P.E. Natalia T. Lercari, P.E., LEED McMahon Associates, Inc. FROM: William A. Grieve, P.E. McMahon Associates, Inc. SUBJECT: Starbucks Tequesta McMahon Project No. M11172.23 DATE: May 13, 2022 Mc Ma h o n Asso c is to s, Inc. 2090 Palm Beach La ke s Boule va rd, Suite 400 We st Pa lm Be a c h, FL 3 3409 P. 561.840.8650 mcmahona ssoc late s.c om McMahon Associates, Inc. (McMahon) has completed a review of the following: 1) Site Plan, prepared by Gentile Holloway O'Mahony & Associates, revised date May 12, 2022. Traffic Analysis Review 1. Please provide a drive -through vehicular queuing analysis report at two (2) Starbucks locations of similar size and similar roadway characteristics as the proposed site. The two (2) locations should be submitted to the Village for approval prior to the analysis being conducted. Vehicular queues shall be collected between 6:00 AM and 9:00 AM and between 4:00 PM and 6:00 PM. The data collected shall be summarized in five-minute intervals. The analysis methodology and findings shall be summarized in a report and submitted to the Village for review. Applicant's Response: The proposed 18 vehicle queue storage exceeds Village requirements and exceeds the existing standard Starbucks design. No additional analysis is needed. (2022-04-20) The revised study dated March 23, 2022 did not provide a queueing analysis as previously requested. Please coordinate with McMahon Associates on methodology prior to initiating the study. (2022-05-12) applicant's Traffic Engineer has coordinated with McMahon. Engineering I Planning I Design I Technology Transportation Solutions Building Better Communities Ms. Zacarias May 13, 2022 Page 2 of 2. Tables 2A and 2B mention using ITE 10th Edition; however, it appears that the trip generation analysis is based on Palm Beach County rates. Please confirm and remove if appropriate. Applicant's Response: Footnote has been revised. (2022-04-20) Comment addressed. 3. Tables 3A and 3B reference a Juno Pointe project instead of the Starbucks project. Please revise. Applicant's Response: Tables have been revised. (2022-04-20) Comment addressed. 4. In Appendix C, the date of the existing counts is incorrect. It should be 09/24/19 not 03/09/20. Applicant's Response: The date of the count has been corrected. (2022-05-13) Comment addressed. S. Please provide a morning and afternoon peak -hour analysis of Village Boulevard between US-1 and Old Dixie Highway. Applicant's Response: The requested Village Boulevard analysis has now been provided. (2022-04-20) Comment addressed. 6. The analysis did not appear to follow all of the required analysis steps based on Palm Beach County Traffic Performance Standards. Please provide a Palm Beach County TPS letter confirming conformance with TPS requirements. Applicant's Response: The study follows the requirements of the Palm Beach County Traffic Performance Standards and has been resubmitted to the County for their approval. (2022-04-20) Comment addressed. Ms. Zacarias May 13, 2022 Page 3 of Site Plan Review (Traffic/Pedestrian Circulation and Parking) McMahon conducted a review of the above -mentioned documents regarding parking and traffic/pedestrian circulation. The following issues did not meet the Village codes: 1. Per Village Code, Section 78-300: "All dumpsters in the village shall be located on the property serviced so as to be reasonably accessible for trash collection by the sanitation vehicles." "The sufficiency of the access of the dumpster shall meet the concurrence of the village and the franchised sanitation company." Provide concurrence of the access from the franchised sanitation company. Applicant's Response: Waste Management has reviewed the site plan and did not raise any concerns with the location of the proposed durnpster. The service confirmation letter has been included in this resubmittal. Comment resolved. 2. Per Village Code, Section 78-303: "Aisles and driveways" Minimum drive access is required to be 15 feet in width for one-way. Applicant's Response: All Aisles and driveways provide for a min. of 25' in width. The drive- thru lane is not considered a driveway or aisle. Drive-thru lanes are typically narrower than driveways, at 10-12 ; in order to keep vehicle movements slow and closer to the curb line. (2022-05-13) Comment addressed. 3. All traffic control devices, pavement marking, and signage shall comply with MUTCD, FDOT Standard Plans Index 711-001, and/or Palm Beach County Traffic Engineering Standards No. T-P-21. Applicant's Response: Acknowledged, and we have the appropriate note as requested to sheet C-2 on the top right. Comment resolved. 4. Per Village Code, Section 78-691: "Minimum standards (parking spaces)" spaces are to be "marked with double striping." On Sheet C-2, "Schedule Notes" indicates 4" single striping. Provide a striping detail for parking spaces in the Civil plans. Note: Parking spaces are to be double striped per Village Code, but Index 711-001 requires 6" painted stripes. Ms. Zacarias May 13, 2022 Page 4 of Applicant's Response: The plans have been revised to show 6-inch parking double striping on sheets C1 and C2. We have also shown the parking stall striping detail on sheet C-4. Comment resolved. 5. Is the sidewalk adjacent to the 5' ADA access isle flush with the pavement or will a curb ramp be provided? Sheet SP-2 indicates a raised curb is being installed at the access isle location. Provide ramp detail. Applicant's Response: The sidewalk is raised above the pavement elevation. There is a detail on sheet C-4 bottom right. Comment resolved. 6. On Sheet C-21 "Schedule Notes" indicates crosswalk striping is 12" white striping (4' O.C.) and 8" white striping. Index 711-001 requires 24" white painted stripes (follow FDOT Spacing) and 12" white stripes. Applicant's Response: We have revised according to FDOT standards. Comment resolved. 7. On Sheet C-2, "Schedule Notes" indicates Starbucks Directional Sign, Starbucks Traffic Arrows, and Drive Thru Lettering. Provide details in the Civil Plans for these signs and markings. Applicant's Response: Please see details shown on sheets C-3 and C-4. Comment resolved. 8. On Sheet C-2 at the drive -through exit, the "DO NOT ENTER" (R5-1) sign is being installed on the back of the Pedestrian Crossing sign but on sheet SP-1 the "DO NOT ENTER" sign is being installed on the back of the Stop sign. Please clarify. Applicant's Response: Please see sheet C-2 for the revised signs and each one is being placed on separate posts as per MUTCD. Comment resolved. Ms. Zacarias May 13, 2022 Page 5 of 9. On Sheet C-2, at the north driveway crosswalk it appears the Stop sign, and the Pedestrian Crossing sign are being installed on the same post. Please clarify. Note: MUTCD states that signs should be individually installed on separate posts or mountings, unless one sign supplements another. Applicant's Response: We have modified to show the signs on separate posts. Comment resolved. 10. Per City Code Section 66-336, sidewalks, pathways, and crosswalks shall be five (5) feet in width or greater. Applicant's Response: As discussed on previous projects, the sidewalks interior to the site, and NOT abutting a roadway, can be 4' min. in width, meeting ADA requirements. (2022-05-13) Comment addressed. 11. Please include the length of drive -through vehicle stacking on the plan and indicate the number of drive - through vehicle stacking spaces being provided based on the linear feet of stacking distance divided by a car length of 22 feet. Applicant's Response: As recommended, the cueing length has been indicated on the site plan, as well as the number of car lengths based on the recommended 22' car length. Comment resolved. 12. Please extend the pass -through lane so it begins at the first point of curvature. Applicant's Response: As recommended, the drive-thru lane has been widened to accommodate an extended pass -through lane. Comment resolved. 13. Please provide a sidewalk connection to Village Boulevard. Applicant's Response: The ADA connection requirement to the ROW has been met. A walkway connection from the main entry points to the bldg. has been provided to US 1. This provides the Ms. Zacarias May 13, 2022 Page 6 of safest and shortest route for pedestrians to access the site and bldg. from the surrounding ROW; an ADA pedestrian connection has also been provided to the existing commercial center. (2022-05-13) Comment withdrawn. 14. Please provide a marked crosswalk for the sidewalk on Village Boulevard at the site's south driveway. Applicant's Response: The crosswalk has been added as requested. Comment resolved. 15. Please provide a diverter island on the south driveway connection to Village Boulevard to eliminate potential left -turn ingress and egress movements from the site. There is no eastbound exclusive left -turn lane on Village Boulevard for the site's south driveway and the traffic increase from a Starbucks could cause left turns into the site to negatively impact Village Boulevard. Applicant's Response: An analysis of the Village Boulevard and US 1 intersection has now been completed. The maximum eastbound queue in the critical AM peak hour is projected to be less than 2 vehicles. Therefore, this driveway is not projected to be obstructed and all movements can operate effectively. Also, the opposing westbound traffic on Village Boulevard is minor. Please provide the additional analysis. 16. Landscaping and hardscape must be outside of any applicable safe -sight distance triangles. Applicant's Response: A site triangle has been indicated on Village Blvd., which indicates no landscaping or structures within the triangle. (2022-05-13) Comment addressed. If you have any questions, please feel free to contact me. Sincerely, ad William A. Grieve, P.E. Ms. Zacarias May 13, 2022 Page 7 of Project Manager WAG/cec F:\FL\11172M_Village_Of_Tequesta_TransportationServices\11172M_23_Starbucks\Correspondence\Comments\TechMemo_Starbucks 04_20_2022.docx To: From: CC: Date: Re: Village 345 Tequesta Drive Tequesta, FL 33469 Lance Lilly- Planner o f Te u e s t �'6e of rip �,r s 561-768-0700 www.tequesta.org Matthew Hammond — Utilities Director Nilsa Zacarias — Community Development Director April 1, 2022 Starbucks Tequesta — Application for Site Plan Review - Resubmittal The Utilities Department has reviewed the proposed site plan for the Starbucks Tequesta project for conformance with utility requirements. The review included the following documents: • Response Statement by Gentile, Holloway, O'Mahoney & Associates dated March 25, 2022 • Site Plan Review Justification Statement by Gentile, Holloway, O'Mahoney & Associates dated March 25, 2022 • Drainage Statement by Zamora & Associates dated February 11, 2022 • Water Service Statement by Zamora & Associates dated February 11, 2022 • Stormwater Response Letter by Zamora & Associates dated March 24, 2022 • Conceptual Engineering Plans by Zamora & Associates dated March 24, 2022 Based on review of the items above, the following comments are offered: Site Plan Review Justification Statement No Comments. Drainage Statement 1) Provide a comparison of the existing versus proposed pervious and impervious areas. Addressed. 2) A means of onsite stormwater treatment (e.g. exfiltration trench or chamber system) will be required prior to discharge to the offsite system. Addressed. Water Service Statement 3) The property is currently served by a 1-inch water service. Applicable connection and installation fees will be required for the increase in service size. Acknowledged. Vice -Mayor Kyle Stone Mayor Molly Young Council Member Frank D'Ambra III Council Member Laurie Brandon Council Member Aaron Johnson Village Manager Jeremy Allen Conceptual Engineering Plans 4) All existing and proposed catch basins receiving stormwater flow from the project shall be equipped with trash collecting devices. Addressed. TEQUES-TA POLICE DEPARTMENT 357 Tequesta Drive OR Tequesta, Florida 33469-0273 Phone: (561) 768-0528 Fax. (561) 768-0696 MEMORANDUM To: A/C MCGREW From: QFC J FRANKLIN Date: 04/02/2022 Regarding: STARBUCKS 710 N US Highway 1, Tequesta, FL 33469 1 PCN 60-43-40-00-002-0041 A/C McGrew, I have again reviewed the site plans for 710 N US Highway 1 (Starbucks). 2GHO, Inc has provided a letter of response addressing Parking, Traffic, Landscaping and Lighting. Parking — 2GHC indicated that angled parking does not lend itself well to vehicles entering the project from both directions. I am still concerned that during peak transaction times heavy traffic will attempt to pull in and back up out of the 7 regular spaces along the main drive lane for this area: Any slowdown in this area could result in the drive through exit delays resulting in decreased traffic flog to the entire area on and off property, Angled spaces are to be accessed by the traffic flowing in the direction they are placed and will organically force vehicles to exit the property through a lesser used exit onto to US1. Currently the bank parking lot is used as overflow parking for the multiple restaurants in the area, once built Starbucks will encounter these vehicles attempting to use their parking lot. This is not an issue for the developer but will be an issue for Starbucks itself, I recommend Starbucks to restrict parking to patrons only. Traffic — The revised Pinder Troutman Consulting traffic report indicates the projected traffic volume to be low. The Village of Tequesta should conduct an analysis for the feasibility of a traffic light or changes to the traffic pattern after one year of Starbucks opening, based upon actual impact to traffic. Landscaping — The developer has changed a line of shrubbery with a species that will be more conducive to CEPTED standards. Lighting — The lighting survey appears to fall within the accepted IESNA standards for this type to usage. Officer J. Franklin ##1196 FL Crime Prevention Practitioner FL OPTED Practitioner Lance Lilly To: steve@pydg.com Subject: RE: [EXTERNAL] RE: FOLLOW UP - starbucks plan revisions (landscape) From: steve@pydg.com <steve@pydg.com> Sent: Friday, May 13, 2022 8:59 AM To: 'Ben Dolan' <ben@2gho.com>; Lance Lilly <Ililly@tequesta.org>; 'Alec Dickerson' <alec@2gho.com>; 'Troy Holloway' <troy@2gho.com> Cc: Nilsa Zacarias <nzacarias@tequesta.org> Subject: [EXTERNAL] RE: FOLLOW UP - starbucks plan revisions (landscape) **This Email was sent from an external source. Please be mindful of its content** Lance and Nilsa, I approve the revised plan. Thank you, Stephen J. Parker, ASLA wwr -U� � x m RKER*YANNETTE design group,inc. LANDSCAPE ARCHITECTURE PLANTING • GRAPHICS 4425 Military Trail, Suite 202 Jupiter, Florida 33458 Office: (561) 747-5069 Fax: (561) 747-2041 License Number LA-0001347 Please visit us on the web: http://www.pvdq.com VILLAGE O TEQUESTA Department of Community Develop►iu nt 345 Tequesta Drive Tequesta, Florida 33469 Ph: 561-76"451 / Fax: 561-76 G98 www.tiequesta.org APPLICATION FOR SITE PLAN REVIEW DRC ❑ PLANNING &ZONING BOARD � Meeting Date: VILLAGE MUNaL Meeting Date: INSTRUCTIONS TO APPLICANTS: : DEPARTMENTAL USE ONLY ; i CSC. # i Fee Paid: i Intake Date: PROJECT M i e {.-------------rrww------w 1. Please complete all sections of this application. If not applicable, indicate with N/A. 2. Provide all required documents as shown on the attached checklist. If not applicable, Indicate with N/A. All c orutruction, odd(dons, andlor alterations whhin the Village, except in districts R-14 and R-3, must be reviewed by the Planning & Zoning Board. The Planning & Zoning Board meets the third Thundoy of every month at 5:30p.m„ as needed in the village Kati Council C'irarrrbers, 345 Tequesta Drive. The applicant will be informed by letter of their scheduled meetin g date. The Planning oral Zoning Board shall have general authority as outlined in Sea 22.53. After review and recommendation by the Planning & Zoning Board, applications will be heard by the Village Council for final approval. The village Coundl meets regularly on the seed Thursday of eery month at 600p.m., In the village Nell Council Chambers. 1, PROJECT DESCRIPTION & OWNER/AG ENT INFORMATION PRCUE[T NAME: Starbucks TequeM PROJECT ADDRESS: 710 N. US Highway 1 _ DESCRIPTION OF PROJECT: Develo _)ant of a fast food restaurant with outdoor seadn; area, and a.drive thru Property Control Number (PCN), list additional on a separate sheet: 6043-406,30-00-002-0041 Estimated project cost: 950,000 _ Property Owner(s) of Record: Tarriwest Realty INC. Address: 1340 Bruckner Blvd, Bronx New York,10459 Phone No.: Fax No.: E-mail Address: Applicant/Agent Of other than owner complete consent sections on page 3y: Name: 2GH01 Inc on behalf of Starbuc ks Coffee Company - George G. Gentile, Troy Holloway, Alec Dickerson Address: 1907 Commerce Lane, Ste. 101. Jupiter, FL 33458 Phone No.: 561-575-9557 _Fax No.: 561-675-5260 _ E-mail Address: alec gho.com/troy►Q2gho.com 1 11. LAND USE & ZONING A) ZONING DESIGNATION C-2 B) FUTURE LAND USE DESIGNATION Commercial Q Existing Use(s) Former Bank/Financial Institution D) Proposed Use(s), as applicable Fast Food Restaurant with Drive Through, and Outdoor Seatin,- III. ACUACENT PROPERTIES Name of Business/ L2nd Use Zoning FxMng Use(s) Approved Use(s) $ubdIvIgon Designation Deslitnadon NORTH 'Countyline Plaza I Commercial C-2 Commercial Center 7equesta Terrace i Mixed Use Mixed Use ALF EAST Baldino's Commercial C-2 10ffice/Resteurant YINEST ;Countyline Plaza ,Commercial C-2 commerciai center IV, APPLICANT'S STATEMENT OF JUSTIFICATION W1 Provide a statement of use from the applicant that the submitted site plan Is consistent with the goals, objectives, and all other provisions of the village comprehensive development plan.. and further that the projected use is specificaliv authorized by development ordinances and regulations. The statement shall Include, but not be limited to, specific references to those sections. of the comprehensive plan relating to the proposed development. Attach additional sheets If necessa ry. Justification Statement is provided under 9"emte cover -4 V. OWNERAPPLICANT ACKNOWLEDGEMENT AND CONSENT Consent statement (to he completed if owner is using an agent) I/we, the owners, hereby give consent to 2GHO, Inc. to act on mar/our behalf to submit this application, all required material and documents, and attend and represent me/us at all meetings and public hearings pertaining to the application and property I/we own described In the applicatton. By signing this document, I/we affirm that I/we understand and will comply with the provisions and regulations of the Village of Tequesta,, Florida Code of Ordinances. I/we further certify that all of the information contained in this application and all the documentation submitted is true to the best of my/our knowledge. AL13ERT PANICCIA, JR. George G. Gentile Owner's Name Applicantlfterg'tctizirne liiease �irint) Owner"s Signature Applicant/Agents Signature / Z-1a , _�. AL. Date Date V1, APPLICATION FEES Pre-appfication meeting. A pre -application submittal meeting shall be held with the owner and/or applicant and his/her design team and the community development director and his/her development staff. FEIE: A $300.00 fee applies. (2) Review by the Development Review Committee (DR0. The Community Development Director or designee shall submit such application for departmental staff and consultant review within 30 days of receipt of a completed application. a $400.00 fee applies. (3) Review by the Planning andZoning Board. The Community Development Director Gr designee shall submit such application for Planning and Zoning Board review within 4-5 days of receipt of a completed application. fj&.- a $300-00 fee (final approval) OR a $500.00 fee (recommendotion to Villoge Council) applies (4) Review by Village Coundl. Within 45 days of review by the Nanning and Zoning Board, the Community Development DIrector or designee shall then submit such application, including the recommendations of the Planning and Zoning Board., for Village Council review. UL a $300. OD fee plus an addkienal fee based on the estimated cost of work applies. To cover ish addflonal administrative costs, actual or anticipated, including, but not limited to, engineering fees, consultant fees and specla I studies, the applicant sha 0 cornWsate the village for all such costs prior to the processing of the application or not later Man 30 days after final application approval whichever is determined as appropriate by the Village. Failure to make such payment may be grounds for not issuing a building or zoning permit, certificate of occupancy or completion. Costs associated with advertising for public hearings and other public notice requirements are the responsibility of the I applicant. The fee shall be paid prior to such applkation b-e 8'fora public hearing requiring notice. Owner's signature to Acknowledge ViI. APPLICATION SUOflllMAL REQUIREMENTS AND REVIEW PROCESS The applicant will submit to the Village of Tequesta Department of Community Development the fallowing documents for review by the Development Review Committee (DRC ., forty-five business (45) days prior to the meeting bete: 1 ) Seven 17)11x17 sets and Three (3) fug size sets of professionally prepared site plans showing oll existing and proposed structures, setbacks, parking and landing layout, Ingress and egress, sidewalks and walkways, exterior 11ghtrng layout, dimensions of street f rontoges, property lines and oil signage. 2) Fourteen (14) 1147 sets and Two (2) full size sets of Landscaping Plans in accordance with Village of Tequesto Code of Ordinances, Division IV, landscaping. 3) Fourteen (14)11x4 T sets of multi -dimensional color renderings andlor photographs are to be provided. The Planning & Zoning Board requires on exact rendering of the proposed modification, construction or addition. Color photographs or prints as close to the actual colors to be used must be supplied. Since color printers often do not display the correct color, it is recommended that samples of the point chips, as well as a sample of the support moterlak fl.e., canvas, wood, metal, etc.) be provided. 4) One (1) CD disk with PDF files including the campleted oppikation. 5) Any other documents, maps, photographs, or drow ings that may help clarify the position of the eppikont. NOTE: A0 renderings, MOdels, drawings, phro�as,. ei�, wgf came ilia property of the Vlf&rge of Tegruestar. Pre -application meeting APPLICATION SUBMITTAL DEADUNE Deadline is 45 business days prior to PU Meeting date DRC Meeting Held within 2 weeks of application submittal DRC comments provided to Applicant within 1 week of DRC meeting Re -submit application Deadline is 2 weeks following receipt of ---� DRC comments 4 Pia n ning & Zoning Beard Meeting -- recommend approval (3"4 Thursday of each month) Village Council Fleeting —final approval (214 Thursday of each month) hill. SITE PLAN REVIEW APPLICATION SUBMITTAL CHECKLIST GENERAL (1) A completed application signed by owner, agent/applicant. Authorization must be attached if applicant is other than owner. (2) Required application fees. (3) Statements of unity of title, warranty deed, or purchase contract of the subject property. (4) General location map., showing relation of the site for which site plan approval is sought to major streets, schools., existing utilities, shopping areas, important physical features in and adjoining the project., and the like. (5) A recent aerial photograph of the site. SURVEY (1) A signed and sealed boundary survey (not more than one year old) and legal description of the property, including any and all easements of record as well as existing topographical conditions of the site. (2) Existing streets and roadway improvements (medians, driveways, signage., etc.) and existing structures within 100' of the project boundary. (3) Existing utilities within 100'of the project boundary. (4) Existing trees identified by caliper and species. SITE PLAN (1) A site plan containing the title of the project and names of the architect, engineer., project planner and/or developer, date, and north arrow, and based on an exact survey of the property drawn to a scale of sufficient size to show: a, Boundaries of the project, any existing streets, buildings, watercourses, easements, section lines, and water and sewer lines, well and septic tank locations, and other existing important physical features on the site and on property adjacent to the site. b. Tabular project data to include: Total gross site area in acres 8t square feet i 97 acre amd 42,064 sf Total number of units (multi -family) N/A Total e feet of each primary structure 2,544 sf t I square feet of accessory structures 551 sf outdoor seating-- __ Total footprint of each building in sq ft 81 % 12*544 overall mean building height & number of stories 1 story Finished floor elevation for all structures Total project density in units per acres,, if applicable I NA Total edoff-street parking spaces 133 parking spaces 29 required Height location-,——o f—proposed-"-*' -- fences a - n__ -d- -J-or walls i Existing wall (northeast corner of the site) Proposed drive aisle width —^.��_ 12' drive through, 12' pass through Proposed sidewalk width 7'(varies) 5 c. Provide site data and setbacks: Lot coverage Impervious area Open space area TOTAL SQ IT 13,488 26,526 15,538 PERCENT OF SITE 18.3 163.1 136.9 I Front i Side I Side ;Rear Primary structure 145' 138.2'(south) '64.4 319" Accessory structure NA NA INA NA d. Plans and location for recreation facilities, if any, including buildings and structures for such use. e. All mechanical equipment and clumpster locations, screens and buffers. f. Refuse collection and service areas. g. Access to utilities and points of utilities hookups and location of all fire hydrants close enough for fire protection. h. Plans for signage including size, location and orientation. i. Project information on beds, employees., seating, etc. as necessary depending upon the type of development. j. Exterior lighting of all buildings, parking areas and the overall site, addressing glare, traffic safety, economic effect and compatibility and harmony with adjacent properties. k. Proposed topographic considerations including natural vegetation, berms, retaining walls, privacy walls, and fences. (2) Required floodplain management data: a. Flood zone designation b. Base flood elevation c. Coastal high hazard design considerations ENGINEERING PLANS (1) Proposed access (ingress/egress) to project,, drive aisles, driveways, streets and sidewalks with dimensions and turn radii for internal and external vehicular traffic. (2) Proposed traffic control signs. (3) Preliminary storm drainage and sanitary sewage plans or statements. If the village determines that the drainage and/or sewage plans require independent review, the applicant shall pay for such review by an independent engineer. (4) Plans for the extraction of fill and mineral resources and alterations or modifications to the slope, elevation,, drainage pattern., natural vegetation and accessibility of the development. (5) A comprehensive traffic study, provided by an engineering firm. The study shall be paid for by the applicant and shall include but not be limited to the following: a. Future right-of-way dedications. b. Intersection improvements. c. Traffic control devices. d. Traffic generation analysis. e. Distribution and assignment of traffic access. f. Additional roadway needs. g. Traffic safety standards, including the separation of pedestrian and vehicular traffic. h. Compliance with Palm Beach County Performance Standards Ordinance. LANDSCAPE PLANS (1) Landscaping plan, including types sizes and locations of vegetation and decorative shrubbery, and showing provisions for irrigation systems. Plans shall also provide delineation of existing trees and information astmwhich trees will be reused or removed. Landscaping plans shall comply with section 78-400. In addition, landscaping plans shall include irrigation plans in accordance with section 78-398, and shall demonstrate compliance with Florida Friendly Landscaping design standards as required by seciion78-394 asapplicable (See section 78-S92for appUcabiUty). (2) Plans shall provide clear sight lines. (3) Location oflight poles. (4) Provide landscape plan data: Required Provided Number of trees (including percent native) 134 trees, 27 Palms Number of shrubs (including percent native) :included in ground cover Amount of groundcover (including percent Total percent of native vegetation ARCHITECTURAL PLANS (1)Architectural elevations and color renderings for buildings inthe development, and exact number of units, square footage and types, together with typical floor plans of each type. (2) Type of construction of all buildings per Florida Building Code. (3)Color finishes and material examples and/or samples for all structures including roof, walls, trim, pavers,. etc. ADDITIONAL REQUIREMENTS (1)Environmental impact study/assessment. All proposed new development and major redevelopment, as part ofthe site plan review and subdivision review process, shall submit a environmental statement describing how the proposed development will affect the estuarine water quality of the class III waters ofthe village, and also an environmental impact assessment study prepared by a qualified ecologistor other professional qualified to do such an assessment. The study shall meet the requirements [h. BJ Article ||, pertaining 10environmentally sensitive lands. (2) Notification ofneighboring jurisdictions ofany external impacts that a proposed project might have within those jurisdictions and assessment and mitigation ofthose impacts shall berequired. (S) if common facilities (such as recreation areas or structures, common open space., etc.) are to be provided for the development, statements as to how such common facilities are to be provided and permanently maintained. Such statements may take the form of proposed deed restrictions, deeds of trust, surety arrangements,. or other legal instruments providing adequate guarantee to the village that such common facilities will not become afuture liability for the village. (6) If development is to occur in phases, those phases should be clearly delineated on the she plan and identified in the plans and requirements appurtenant tothat site plan, and each development phase shall be subject to site plan review by the village. 7 (7) The substance of covenants, grants of easements or other restrictions proposed to be imposed upon the use of the land, buildings and structures, including proposed easements or grants for public utilities, if applicable. (8) A statement that the development/redevelopment will provide the necessary infrastructure to meet the following level of service standards pursuant to the Criteria outlined in Sec. 78-331(h): a. Traffic (roads and rights -of -way) b. Sanitary sewer c. Drainage d. Potable water e. Recreation f. Fire flow requirements g. Pedestrian walkways (9) A statement from the applicant or landowner that all pertinent permits are concurrently being sought from the applicable county, state, and federal agencies listed below. Include a copy of the letter/document with the application. Such permits shall be secured prior to the issuance of a building permit for any development on property included within the site plan. a. Palm Beach County Health Department b. Palm Beach County School District c. Tequesta Fire -Rescue Department (Fire Marshal] d. Loxahatchee River Environmental Control District (ENCON) e. Palm Beach County Department of Environmental Resources Management (DERIVI) f. South Florida Water Management District (SFWMD) g, Florida Department of Transportation (PDOT) h. Metropolitan Planning Organization of Palm Beach County (MPO) i. Palm Beach Traffic Engineering Division j. Martin County Metropolitan Planning Organization k. Martin County Traffic engineering Department 1. Florida Power & Light m. Telephone service provider, as applicable n. Solid Waste purveyor o. Tequesta Water Department p. Other municipal, county, state and/or federal agencies as may be applicable. 8 TAMWEST REALTY, INC. 1340 Brucluier Boulevard Bronx, NY 10459 Tel: 718-893-9090 FAX: 718-893-3709 October 22, 2021 Village of Tequesta Department of Community Development 345 Tequesta Drive Tequesta, FL 33469 RE: Starbucks Tequesta — 710 N. US Highway I To Whom It May Concern: This letter is to serve as permission for 2GHO, Inc., and Starbucks Corporation to act as the Agent,, and Applicant, respectively; to prepare and submit all documentation and attend all meetings pertaining to the property as above described, as it relates to all governmental applications to be filed within the Village of Tequesta. Sincerely, Signa6e ALBERT PANICCIA, JR. / PRESIDENT Print Name & Title STATE OF NEW YORK COUNTY OF BRONX I hereby certify on the 22 ND day of OCTOBER, 2021, ALBERT PANICCIA, JR. personally appeared before me and produced identification, or is personally known to me, to be the person described herein and who executed the foregoing instrument. Wit ss my hand and official seal in the state and county, the day and year aforesaid. essn Wit N ot a --e t' -,,.i L S -V :1 Arl i�iuno,otO.OJE] U1 P*1 'N Commission Empires:_'..'_-' 01 5 ._ - •' _ i .. ._. - .... • -... f .... .. 0 4 _ _. _ .. .__._ _ .. .-ter 1 5 70 0 THIS INSTRUMEN D BY: i I PETER S. HOLTON, a. j JOKES, FOSTER, JOHNS & STUBBS, P.A. 505 South Flagler Suite 1100 Post Office Drawer West Palm Beach, Ft" 3340-34T5 WILL ALL 0 KAY-19-1?92 04:08PM 92- 154497 L� DENTIFICAT NUMBER: ilffamw ORB 7250 P9 899 t Con 7s M 000' 00 Doc 471100400 PROPERTY CONTROL NUMBERS:0 60-43-40-30-00-001-005 ��E�t �� �4E A RT � P� �.�U#��Ys FL - - - - - -0190 60-4 3-40- 3 0--00-002-0041 THIS SPECIAL WARRANTY DEED a 18th day of May, A.D. 1992, by TEQUESTA PLAZA CORP` . , a car r n existing under the laws of Florida, and having its pr' 10 place of business at c/o MidLantic Corporation, 499 T Street, Metro Park Plaza j Edison, New Jersey 08818 (he i called the grantor), to TAMWEST REALTY, INC., a Florida o ativn, whose post office address is ! -0I 92 "4 2 !V t►- (hereinafter called the grantee): (Wherever used herein the terms "grantor" and r e" include all the parties to this instrument and the heirs, legal sentatiues and assigns of individuals, and the successors and assigns o orporations) Witnesseth: That the grantor, o and in consideration of the sum of Ten Dollars ($10.0 d other valuable a considerations, receipt whereof is hereby c owledged, by these presents does grant, bargain, self., alien, , release, convey and conf i rm unto the grantee, a l l that cent d situate in Palm Beach County, Florida, viz: SEE LEGAL DESCRIPTION ATTACHED AS EXHIBIT "A" Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining, To Have and to Hold, the same in fee simple forever. Subject.. however, to restrictions, reservations, conditions, limitations, easements of record; matters which would be disclosed on an accurate survey; taxes for the current year and all subsequent years; and all matters listed on Exhibit "B" attached hereto and made a part hereof. And the grantor hereby covenants with said grantee that it is lawfully seized of said land in fee simple; that it has good A- F~'�*`ti - '9 .[�' 1` '� 1'.: %:: .�,3Y: t. - .!� •1.�1'_, rt _ r ".7 . .'�•• ,+ 7 -.1 4� I••r.1 � L' .. 'i.' +w{, '�� .-, Y • ` �w � :[�. .ice ff n ' ►��t���.+�-�:c •+.+- ->,•`r,.�y"►'�,':r�4•+'4't'r+�ttr;���ruw'{yr.. y+�w'�► y {��r fi._[• •.x •t. S ef _.a - F 1.'.. .s* ..►(- �•i_: si- �a..rT'.,•.^,'':;.Y�.r.{[*«S�t��i�a��•�fX��F,��V7R L"'iR►K i�4iC7�'a= ORB 7250 Ps 900 right and 1 authority to sell and convey said land; that it will defend a same against the lawful claims of all persons claiming by, thr h or under the said grantor. In Witness f the grantor has caused these presents to be executed in its a and its corporate seal to be hereunto ` affixed, by its p f i cers thereunto duly authorized, the day and year first abov itten. Signed, sealed and de ed in our es ce : TEQUESTA ZAf a Florida corporat o Prin me A BRADLEY A. 5CKEKt;H Its: Vice President r nt NameAly.s (Corporate Seal) STATE OF FLORIDA COUNTY OF PALM BEACH r The foregoing instrument was a4er ged before me this day of May, 1992 by Bradley A. as Vice President of TEQUESTA PLAZA CORP., a Florida corpUo on behalf of the corporation. He is personally known or has produced a driver's license as identification andke an oath ( NOTARY SEAL) Y[ NotaYy Print Name : fie+ My commission expires: ARR; 11721. 1 jtequeeta. swd G*44 0 COMM. EXP. AUG- �. 1993 M BONDED THRU MAYNARD ..r- BONDING AGENCY G Is Me 690NO Q ORB 7250 Ps 901 QPWil[BIT"A" Noz'�: PAaCEL 1 That pa n of the South QI Government Lot 1. Section 30, Township 40 SOUM, ' Range the 43 East, Palm Beach C onda lying west 01 a !tine which :s 5t feet 1NeS y line of curve accordi to the right of way map for Stale Road No 5, Section a3040-25 s3 base y prepared by the Florida pepartrn t of Transportation more particularly described nnin at the southwesl of Government Lot 1. Section 30. Township 40 South. �gi 9 thence north 00rt 2'12" west, along the west Range 43 East, Palm Beach County, Florida: tun, line of said Government Lot 1, a di of 450.01 feet to a paint in the north line of the 450 of said Government Lot 1; south th uth B9'°57 D8 east, along said earth line, of 809 77 feet, more or less, to a pain r e v�rhich is parallel with and 51 feel stY from measured at right angles to the easel Wray according tthe right of way map for State 3040-2503 ptepaf e Florida Depanment. of Tran portatron; thence Road No. 5, Section 9 ante a1 471,42 tees, mare or less. to a point south 17"17'07" east, along said parallel e, rth 89"5I'0f3` west. along said parallel in the soutri line of said Government Lot cif Une, a distance of 948.24 feet, more or lea porn: of beginning PARC7�' Highway Na 1 (SR No 5} with the Commencing at the intersection of the centerline ang g ,Patin Beach County. Florida; north line of Section 30, Township parallel thence southeasterly along said centerline a distant ! 9 feet; eet'th ewesteestrly aght-of-way with the north line of Section 30. a distance of 53.49 feNavtei Po hewn on Florida Department line of the 102-foot wide right-of-way tar U.S Highway f Transportation right-ol-way map section 93040.2503, an t a ini of Beginning a f a distance rein o Pof Section described parcel; thence continue westerly parallel with the a ht-of wa tine, a distance of 451.27 tQet, thence southeasterly parallel with the seas m y tithed in parcel one of of 100 feet to the north tine of a 50-toot wide sea page e P cords of Palm Beach property described in official Recasd hook 425$, si .and parallel with the County, Florida. thence westerly along the �7 57 lieetatta the s ea corner of property north line of Section 30, a distance o described in Deed Book 1097, page 379. Pubtic records of I County, Florida; d , thence northwesterly parallel with the westerly sight-at-+�aY� lineHighway BookH1 Q9?. page 379, a running slung the east line of said property wdhstt►e north line of Section 30, a distance o1 distance of 250 feet, thence westerly pa 56 feel thence northwesterly, parallel with the westerty right-af-way of U.S. Highway No. 220. . 1, a distance of 345.85 feet, more or Less, to the southeast cornebeo�the he northwest cornet at 1l j of the northwest quarter (NW '!.) of said Section 30; also g Government Lot 2 of said Section 30; thence South 8T57' ' east, along the north line of said Government Lot 2, a distance o1948.2a feet, srtiore ar less, to the said westerly right-of-way line of U.S. Highway No- 1; thence southeasterly along said westerly right-of-way line, a distance sat 499,71 feet to the point of beginning. TOGETHER y► parcel of land in ith an easement over the following described property:Florida.Flri� feat in width, Section 30, Township 40 South, Range �43 East, Palm Beach County, for road right of way purposes and h chiding a strip of land twenty-five feet in av Wier line; betweW parallel lines, measured at right angles, on each side at the following A �� � 5e ter .41 Commencing at S point in the center line of U.S. Highway �• �( � � the intersection Of the lest southerly (measured along the center line 01 U.S. HighwayNo. 1, as it is now laid out north fine of said Section 30 with the center line of U.S Hi 9hrwa Y and in use; thence westerly, parallel with the north line of said Section 30, a distance of 53.49 feet to the paint of beginning and the westerly right of way line of $ less No. easterly 1 thence continue westerly, along the same course, a distance of IBM feet, more right of way line of the Old Dixie Highway. pacje 1 of 3 r_ otw—f,'hl�f�eplilli� ., �aM�q� dir ��I■1 ..ova rrerN■. Q ORB 7250 Ps 902 QP PARCEL 3 Commencing at the ion of the centerline of U.S. Highway No 1 (S. R. No 5) with the North line of Section T nship 40 South, Range 43 East, Palm Beach County, Florida; thence southeasterly a enterline a distance of 1975.19 lest; thence westerly parallel with the North line of Sect' ,r distance of 907.33 feet, to the Southwest corner of property described in Deed Boole 7, Page 379, Public Records of Palm Beach County, Florida and the Point of Beginning; thenVofteet. westerly parallel with the westerly right-of-way line of U.S. Highway No. 1, and runninthe West line of said property described in Dead Book 1097, Page 379, a distance thence westerly parallel with the North line of Section 30. a distance of 83.91 feet; thence easterly, parallel with the westerly right-of-way of U.S. Highway No. 1, a distance of 250. fe thence easterly parallel with the North tine of Section 30 a distance of 83.91 feet to the eginning. NVK 4 Beginning at the Southeast corner of the 74A t uarter (NW v,,) of the Northwest Quarter (NW Vs) of Section 30, Township 40 South, 4qte t, Palm Beach County, Florida; thence South 17'°17'07" East and running parallel wit ly right-of-way line of U.S. Highway No. 1, as said right-of-way is shown on the Fpariment of Transportation right-of-way map Section 93040-2503, a distance of 345.line parallel with the North line of Section 30 also being the westerly extension of the no of that certain property described ,n Deed Book 1097, Page 379, Public Records of County, Florida; thence North 89r'43'47` West along said line a distance of 26.22 feet a onh I ri 7'07" West a distance of 345.74 feet to the South line of the said Northwest Q r (NW 1/4) of the Northwest Quarter (NW 1/4) of Section 30; thence South 89057'08" East along sa' outh Irne a distance of 26.19 feet to the point of beginning. PARCEL 5 Commencing at the intersection of the centerline of U.S High aR No. 5) with the North line of Section 30, Township 40' South, Range 43 Bast, P County, Florida; thence southeasterly along said centerline a distance of 1875.19 fee);, n westerly parallel with the North line of Section 30, a distance of 53.49 feet to a point in the westerly right-of-way line of the 102-toot wide right -of -Tway for U.S. Highway No. 1, as shown on Florida Department of Transportation right-of-way map section 93040-2503, and the Point of Beginning of the herein described parcel; then continue westerly parallel with the North line of Section 30, a distance of 451.27 feet; then southeasterly parallel with the said westerly right-of-way line, a distance of 100 feet to the North line of a 50-foot wide road easement, described in Deed Book 1066, page 364, Public Records of Palm Beach County, Florida; then easterly along the North line of said easement, and parallel with the North line of Section 30, a distance of 451.27 feet to the said westerly right-ol-way line of U.S Highway No. 1; then northwesterly along said right-of- way line, a distance of 100 feet to the Point of Beginning. Less, however the road right-of-way as described in the Official Records Book 6098, Page 1005, being more particularly described as follows: Commencing at the intersection of the centerline of U.S. Highway No. 1 (SR No. 5) with the North line of Section 30, Township 40 South, Range 43 East, Palm Beach County, Florida; as said centerline is shown on Florida Department of Transportation right-of-way neap Section 93040-2503; thence South i rl 7'07" East along said centerline, a distance of 1834.06 feet; thence South 72042'5X West, a distance of 51.00 feet to a point in the westerly right-of-way line of U.S. Highway No. 1 as shown on said right-of-way map and the Point of Beginning; i page 2 of 3 �• `•J .•�� a 1-'f � JF-," - � -rr•iC {. lµhp.. i• �*. Nf. k•J. � S 1 .1 '.•. � f~• El ii iF •#� a1 �l••Y'-V ' f•' t.. .s - .- ,r ... ,`, - 1 •-y,+ .y r.I ,r i'ti• �R .7 � . I,i ... i!S � �:, aft „1.�• r=...w T },. �'.�r.. •.�i ..r�K, •,�r,., -'e._.�.a. ,{ ,•� 1'.f l.�kr:'n ,.,� ` q Y ' ORB 7250 P9 90 thence South 2r st, a distance of 35.35 feet; thence South 72042'4T VVest, a distance of 1$3.04 feet to of Cu'ratuse of a curve cancan tyarthwastexty having a radius of 700.00 feet; thence telly and westedy along the arc of said curve through a central angle of 17" 33'20�", a 214.48 feel to a paint on the North line of 8 50• loot wide easement as recorded 1 1066. Page 3 ; thence North W043'4 r West along the said Month line, a distan 1414.22 toot; thence Sauth 1'r17*0'r East, a distance of 52.44 feet tO a point on the South line of aid 50a00 toot wide. easement; thence South BW43'4T East along the said South line, ce of 398.40 #eet to the Point of Curvature of a curve concave northwesterly having dies of 750.00 feet; thence easterty and northeasterly along Me arc of said curve through a ce angle pf 17°33'20�", a distance of 229.8 feet; thence North M42'53* East, a distance l •C 0 feet; thence South bZ17'Or East, a distance of 35.35 feet to a point on the said r ' ht-of•way line of U.S. Highway No. 1, thence forth i r1l 7'07`" West along said westerly r' ay line, a distance of 100.00 0.00 Meet to the Point of Beginning. P&e 3 of 3 ORB 7250 P8 904 EXHIBIT "B" 1. Notice of rights in favor of Loxahatchee River Environmenta C trol District recorded in Official Record Book 4984, p 4, Public Records of Palm Beach County, Florida. 2, Terms, conditions covenants, including but not limited to Lease attached a�hibit "B" thereto, contained in that certain Terminatio Agreement recorded in Official Record Book 6289, page 137, Publ' cords of Palm Beach County, Florida. 3. Landscaping Maintenanc rantee recorded in Official Record Book 6022, page 554, u 'c Records of Palm Beach County, Florida. 4. Lease with T.H.I.S. Corp a evidenced by Memorandum of Lease recorded in Offic ord Book 6289, page 125, together with UCC-1 Financ t ement with TCF Commercial Leasing Corporation, record fficial Record Book 6189, page 1265, and Non -Disturb and Attornment Agreement recorded in Official Record 6226, page 1988, Public Records of Palm Beach County, a 5. Eas`ement (s) in favor of Villag f Tequesta, recorded in Official Record Book 6096, page 1 57 together with Bill of Sale in Official Record Book 6096, g 1068, Public Records of Palm Beach County, Florida. 6. Developer Agreement with Tequesta Ovate rtment recorded in Official Record Book 6096, page 1069, P Records of Palm Beach County, Florida. 7. Resolution fixing set -hack requirements, d in need Book 1045, page 327, Public Records of Palm Beach County, Florida. 8. Agreement with Loxahatchee River Environmental Control District recorded in Official Record Book 5563, page 1354, Public Records of Palm Beach County, Florida. 9. Right of Way Easement(s) in favor of Southern Bell Telephone and Telegraph Company recorded in Official Record Book 2708, page 753, Public Records of Palm Beach County, Florida. 10. Removal Agreement recorded in Official Record Book 2862, page 1155, Public Records of Palm Beach County, Florida. 11. Agreement with Loxahatchee River Environmental Control District recorded in official Record Book 3984, page 884, as assigned in Official Record Book 4517, page 1992, and in Official Record Book 5415, page 1122, Public Records of Palm Beach County, Florida. tip 0 ORB 7250 Ps 905 12. Lease w inn -Dixie Stores, Inc., evidenced by Short Form Lease r rded in Off icial Record Book 5632, page 1327, together wi Subordination, Non -Disturbance and Attvrnment Agreement ded in Official Record Book 5532, page 1333, and Consent 'nn-Dixie Stores, Inc., recorded in official Record Book 4 , page 1597, Public Records of Palm Beach County, Flori 13. Unity of Title Agr ement recorded in Official Record Book 5767, page 1174, ' c Records of Palm Beach County, Florida. 14. Lease with BankAtl tic, a Federal Savings Bank, evidenced by Short Form Lease rec d in Official Record Book 5943, page 1582, Public Record Palm Beach County, Florida. 15. Restrictive covenants, 'tions, stipulations, easements and reservations as set for that certain instrument recorded in Deed Book 777, pag ublic Records of Palm Beach County, Florida;inc lud i not limited to o r more of y one o the following: provisions ' ate charges or assessments; liens for liquidated damag or option, right of first refusal or prior approval o ture purchaser or occupant. 16. Sewer Easement in favor of L tchee River Environmental Control District, recorded in 'a Record Book 5913, page 931, Public Records of Palm Bea ty, Florida. 17. Net Ground Lease ( including option to rchase) dated July 17, 1989 , as modified by an Amendment of e e dated September 19, 1989, between NCNB National Bank o ida (as lessee) and Tequesta Associates, Limited Partner i (as lesser). 18. Non --Disturbance and Attornment Agreem t'dia March 13, 1992 , by and between NCNB National Bank o and Tequesta Plaza Corp. 19. Memorandum of Lease dated March 13, 1992, executed by NCNB National Bank of Florida and Tequesta Plaza Corp. 20. Rights or claims of parties in possession not shown by the public records. 21. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. 22. Easements or claims of easements not shown by the public records. 23. Any lien, or right to a lien, for services, labor, or material heretofore or hereafter furnished, imposed by law and not shown by the public records. . !• ` 'I -ti f'. !L ,�%..4 "'•,I i.i. }, !�y"l N; ,r'1..y 1Y i1. ,. r"1: " :.; •• -• � •_ ti , - -. L y {;�....3'S•'� .Y r^' ;may r' f➢ � r* , ! ' y - , , S - `r..".'! t rrf}sff � -y, • .-'4 .7 4,. 1 j�F f y .r, �y{ • 4J - � '4 ••■f!y • l•. r r i s. . .f Ono 7250 Ps $06_ 0 + 24. Taxes eciail assessments which are not shown as existing liens the public records. 25. Any clai, any portion of said lands are sovereignty lands of the S of Florida, including submerged, filled or artificial a used lands and lands accreted to such lands. 26. Taxes and ass nts for the year 1992 and subsequent years. PSWIT21.119Wtle.ex r`• 4 ' •; ••Z1,.� . •r�Ir r, 't'1.1,."MIN '. �", ti�W{-,V ',' ' r� + . ri•f•, .. �•-r. ��' w�l Y• - .. � . •r "L � - - - r:.i .lL.! ! � '� • -:I: �. "ram .��:�p • r i S J fp �'>rl ORB 7250 P9 907 CmtTIFICATE I he certify that I am Secretary of TEQUESTA PLAZA CO Florida corporation, and that the resolution t hed hereto as Exhibit ",A" were duly adopted by us written consent of the Board of Directors of T e to Plaza Corp, , a Florida corporation, dated May , 992 and that the said resolutions have not been amende scinded or modified and remain in full force and e IN WITNESS WH I have hereunto set my hand and affixed the corpora air of Tequesta Plaza Corp. this i�1� day of May, 19 TEQUES PLAZA CO Fl.ori orpor t ` , n BY Ei ARR/1 1 f L1 s 119\CER E4 ■ , a • +i ire._ .. � _v- _ �._... yar+rwa-....__aaww a..aa-aa•wr -� --�._ .__...�� --��;�� ' 0 DIRECTORS' CONSENT Pursuant lorida Statutes, Section 607.0821 we, the undersigned, con g all of the Directors of Tequesta Plaza Corp., a Florida. oration, hereby waive all written notice of a meeting of the dire( ire of this corporation, and, we hereby consent to, adopt and ap a the following resolution: RESOLVED, th he execution by this corporation of a certain Purchase and Sale Agreement and to Purchase and Sale Agreement, both arch 26, 1992, with Tamwest Realty, In lorida corporation, as amended by Amen to Purchase and Sale Agreement dated Apri 992 (the Purchase and Sale Agreement a to Purchase and Sale Agreement, as ame by the Amendment to Purchase and Sale Agre are hereinafter called the "Agreement") reby ratified and approved in all respects, it FURTHER RESOLVED, that Bra y A. Scherer, as Vice President, of this oration is authorized to: (i) execute n deliver, on behalf of this corporation, su cuments as he may deem necessary or as may a squired to consummate the sale of the real ersonal property described in the Agree cluding without limitation, the executioivery of any and all deeds, affidavits.;Zsnents, closing statements, agreementsother instruments as outlined in the Agreement; and (ii) take such other actions as he may deem necessary or as may be required to consummate r the sale of the real and personal property described in the Agreement. Dated this Iqlk day of May, 1992. n f r A ED CHIAI , hector x ( Corporate Seal) AN . SIWLE , Director DENNIS B. SASSAMA1, Direct r ARR\11721.119WOMent RECCRC vERIFILA ;PALM "--CjNCH COUN . G CIRCI.fpuRT J EFF SABI N GOVERNMENT AFFAIRS WASTE MANAGEMENT INC. OF FLORIDA 7700 SE BRIDGE RD HOBE SOUND, FL 33455 P H : (772) 545-1327 MOBILE: (772) 263-0017 January 10, 2022 Alec Dickerson 2 GHO 1907 Commerce Lane Suite 101 Jupiter, FL 33458 Re: Starbucks — 710 N. US Highway 1, Tequesta Mr. Dickerson: Please find this letter in response to your request for confirmation of service availability for the above location. Waste Management of Martin County can adequately accommodate the prescribed services at this location as provided for in our Solid Waste and Recyclable Materials Collection Services Agreement with the Village of Tequesta. We appreciate the opportunity to service this location and look forward to working with the developers and builders in making it an environmentally friendly project. If you have any questions or concerns, please contact Sales Manager Robert Holden at 561-662-9988, or me at 772-263-0017. JEFF SABIN Government Affairs Cc: Robert Holden 45 Power & Light Company FPL December 27, 2021 710 N US HWY 1, Jupiter Re: 710 N US HWY 1, Jupiter Dear Customer: Florida Thank you for contacting FPL early in your planning process. At the present time FPL has sufficient capacity to provide electric service to your property. We have the ability to provide new service and different voltage, plans permitting, but 3 phase 120/208v is currently available at this location. Please advise me early in the planning process once the final plans have been approved. This information will help us to provide you with the best service in accordance with applicable rates, rules and regulations. You may also respond to us through www.fpl.com. Please contact me if you have any questions. Sincerely, Robert Horn Associate Engineer A NEXTera ENERGY Company �Ny1RaHJr%j�t az W o Gordon M. Boggie CHAIRMAN LOXAHATCHEE RIVER DISTRICT 2500 JUPITER PARK DRIVE, JUPITER, FLORIDA 33458 TEL: (561) 747-5700 FAX: (561) 747-9929 D. Albrey Arrington, Ph.D. EXECUTIVE DIRECTOR January 13, 2022 Ta mwest Realty Inc. 1340 Bruckner Blvd. Bronx, NY 10459 3866 Email: alec@2gho.com Re: 710 N. US Highway 1, Tequesta Sanitary Sewer Service Availability To whom It May Concern: loxahatcheeriver.org This letter is provided in response to a recent request by Alec R. Dickerson, of Gentile, Holloway, O'Mahoney and Associates, Inc., concerning sanitary sewer service availability for the subject property. Please be advised that this property has one 6" gravity sewer service. Should you require additional information on this matter, please contact District Engineering Department at (561) 747-5700 Ext. 4052 Very truly yours, r1ar Kris Dean, P.E. Deputy Executive Director/Director of Engineering Services Cc: alec@2gho.com M:\ENGINEERVORMSEWER AVAILABILITY LETERSLTamwest Realty Inc._710 N US Highway 1_20220113.docx Stephen B. Rockoff Dr. Matt H. Rostock James D. Snyder BOARD MEMBER BOARD MEMBER BOARD MEMBER Water Reclamation - Environmental Education - River Restoration VI to in COM,CAST December 27, 2021 RE: Starbucks Tequesta 710 US-1, Tequesta, FL 33469 To: To Whom it May Concern Please consider this as Comcast Cable Communications letter of service availability to the above referenced project. Please contact me at Jeannine_McEnroe @cable.comcast.com if you have any questions or concerns. Please forward all site plans, plats addresses as soon as they are available. Thank you, Jeannine McEnroe Construction Manager, WPB Comcast Cable Communications C March 31 2022 01 Andrea M. Troutman, P.E. Pinder Troutman Consulting, Inc. 2005 Vista Parkway, Suite 11 I West Palm Beach, Florida 33411 Department of Engineering and Public Works P.O. Box 21229 R-E; Starbucks Tequesta West Palm Beach, FL 33416-1229 Project ##: 220202 (561) 684-4000 Traffic Performance Standards (TPS) Review FAX: (561) 684-4050 www.pbcgov.com Dear Ms. Troutman: The Palm Beach County Traffic Division has reviewed the above referenced project Traffic Impact Statement, revised March 23, 2022, pursuant to the Traffic ■ Performance Standards in Article 12 of the Palm Beach County (PBC) Unified Land Development Code (ULDC). The project is summarized as follows: Palm Beach County Municipality: Tequesta Board of County Comrnlssiorters Location: NWC of Village Blvd and US-1 PCN: 60-4340-30-00-002-0041 Hobert S. Weinroth, Mayor Access: As existing (one right-in/right-out and one right -in -left - Gregg K. Weiss, Vice Mayor in/right-out access driveway connections onto US-1, and, three full access driveway connections onto Maria G. Marino Village Blvd) As used in the studv and is NOT necessarily an Dave Kerner ap�r� oval bN- the County through this TPS letter Maria Sachs Existing Uses: Gen. Commercial = 1485581 SF Drive -In Bank = 7,820 SF Melissa McKinla y High Turnover Sit -Down Rest. = 7,000 SF Mack Bernard Coffee/Donut Shop + DT = 3,400 SF Proposed Uses: Replace 3,518 SF of existing Drive -In Bank with 3,095 SF of Coffee/Donut Shop with -Driveway Through Project Daily Trips: 8,051 Project Peak Hour Trips: 419 (228/191) AM; 654 (322/332) PM County Admiinistrator New Daily Trips: 1,090 Verdenia C. Baker New Peak Hour Trips: 122 (61/61) AM; 31 (15/16) PM Build out: December 31, 2024 Based on the review, the Traffic Division has determined that the proposed development meets the TPS of Palm Beach County. Please note an FDOT conceptual driveway pre -approval letter should be provided for the access connections onto US-1 for the proposed land use. The Village is advised to require the Property Owner/Developer to construct eastbound left turn lanes at the project middle and eastern driveways on Village Blvd. "An Equal opportunity A, ffirmative Action Employer" printed on sustainable and recycled paper XCU Andrea M. Troutman, P.E. March 31, 2022 Page 2 Please note the receipt of a TPS approval letter does not constitute the review and issuance of a Palm Beach County Right -of -Way (R/W) Construction Permit nor does it eliminate any requirements that may be deemed as site related. For work Within Palm Beach County R/W, a detailed review of the project will be provided upon submittal for a R/W permit application. The project is required to comply With all Palm Beach County standards and may include R/W dedication. No building permits are to be issued by the Village after the build -out date specified above. The County traffic concurrency approval is subject to the Project Aggregation Rules set forth in the Traffic Performance Standards Ordinance. The al,)proval letter shall be valid no longer than one year from date of issuance. unless an al)[Llication for a Site Specific Development Order has been a�iproved an application for a Site Specific Development Order has been submitted. or the 4?proval letter has been superseded bN.. another app )royal letter for the same roe . If you have any questions regarding this determination, please contact me at 561- 684-403 U or email H,Akif(a_),Pbc g ovv.or . Sincerely, r • t Hanane Akif, P.E. Professional Engineer Traffic Division QB:HA:gg ec: Nilsa Zacarias, Village Planner, Village of Tequesta Quazi Bari, P.E., PTOE, Manager — Growth Management, Traffic Division File: General - TPS - Mun - Traffic Study Review F:ITRAFFICIHAIMUNICIPALITIESIAPPROVALS120221220202 - STARBUCKS TEQUESTA.DQCX ZAMORA & ASSOCIATES, INC. 11410 N. Kendall Drive Suite 302 Miami, Florida 33176 DRAINAGE STATEMENT FOR STARBUCKS: Starbucks will be redeveloping the site located at 710 North U.S. Highway 1 in Tequesta, Florida. The site is currently developed with an existing bank. This bank building will be demolished and a new Starbucks coffee shop with a drive thru will be devloped. The existing bank building currently has an existing parking lot with an existing drainage system. This drainage system connects to the shopping center as well as the parking lot grades allow for sheet flow to the existing inlet at the adjoing drive aisle. The proposed parking lot will be graded to sheet flow to the above mentioned drainage inlets at the adjacent drive aisles. The existing drainage system will not be mofified and this prohect will not have any substantial impacts of the previously approved drainage system for the shopping center that included this parcel. This parcels lies in Section 30, Township 40 S, Range 30 E in the City of Tequesta in Palm Beach County, Florida. Should you have any questions or desire additonal information please do not hesitate to contact me. Sincerely, \\\����111111111////7/ ��` p Z \\ E Ns Zamora & Associates, Inc. _ N o. 44207 _ Digitally signed by Gerardo Gerardo = _ Zamora Date: 2022.02.1109:17:48 Zamora-05'00' STATE OF Gerardo Zamora Jr. P.E. ; •,�� �; c�, PP Zamora & Associates, Inc. 0 R \D \\ S/0 Professional Engineer No. 44207'// ���,, N A L � State of Florida 2/11 /2022 ����„ 11 I ll\\� \���` THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY GERARDO ZAMORA JR P.E. ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED & SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ZAMORA & ASSOCIATES, INC. 11410 N. Kendall Drive Suite 302 Miami, Florida 33176 FIRE STATEMENT FOR STARBUCKS: Starbucks will be redeveloping the site located at 710 North U.S. Highway 1 in Tequesta, Florida. The site is currently developed with an existing bank. This bank building will be demolished and a new Starbucks coffee shop with a drive thru will be devloped. This parcel has an existing water main along the easterly and southerly property lines. The water main consist of an eight (8) inch PVC water main. Since the building code does not require a fire main, the proposed building will not have a fire line. There are two (2) existing fire hydrants, one at the northwest corner of the parcel and the other at the southwest corner on the opposite side of the street. The existing fire hydrants meet the level of service standards and the requirements of the Village of Tequesta. This parcels lies in Section 30, Township 40 S, Range 30 E in the City of Tequesta in Palm Beach County, Florida. Should you have any questions or desire additonal information please do not hesitate to contact me. Sincerely, Zamora & Associates, Inc. Gerardo Digitally signed by Gerardo Zamora Zamora Date: 2022.02.11 09:17:31-05'00' Gerardo Zamora Jr. P.E. Zamora & Associates, Inc. \' \W�III I I I I/I////// 0 Z A ''''% P E N s •. N o. 44207 o STATE OF ; • 4 Professional Engineer No. 44207 ''�,`Ss'� •' �` ��`` State of Florida 0 /V 2 11 2022 1111iiii lA / IL�`�� ll i�\\ THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY GERARDO ZAMORA JR P.E. ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED & SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. aurora ssociates, Inc. Engineering . Land Planning March 24, 2022 Mr. Matthew Hammond Tillage of Tequesta Utilities Director 345 Tequesta Drive Tequesta, Florida 33469 PE: Starbucks 710N. U.S. Highway l Tequesta, Florida Dear .fir. Hammond. Starbucks is proposing to - develop a new restaurant at the above mentioned location. The site currently has a bank building with it's corresponding drive thru lanes. I have peformed a pre vs post comparison of the impervious and pervious areas for this redevelopment. The following are areas for each PRE -DEVELOPMENT POSE' DEVELOPMENT Impervious Areas 27, 927 square feet 26,560 square feet Pervious Areas 14,137 square feet 15,504 square feet Therefore the redevelopment of this parcel will actually not create any additional impacts to the existing drainage system but rather will slightly improve the drainage runoff. Should you have any questions or desire additonal not hesitate to contact me. \\\W11111111 0//��� Sincerely, �• Q,�,,•...•,, AP •. E N o S ,6 11</ No. 44207 Zamora & Associates, Try c-. * : Gerardo Digitally signed by 0 ; STATE OF ; � Gerardo Zamora Date:2022.03.24 a m o ra ,� % � •�� 0 R Q • scS/' 14:32:17-04'00' ■ ■ ■ ■ '' / // Gerardo Zamora J-r. P.E. ',,����iiiiii������� Professional Engineer ATo. 44207 State of Florida GERARDO ZAMORA P.E. CIVIL ENGINEER P.E. No. 44207 E.B. 0006791 STATE OF FLORIDA cc: file information please do Zamora & Associates. Inc . 1141 ON. Kendall Drive, Suite 302 • Miami, Florida 33176 9 (305) 273-73C11 • Fax. (305) 273-9514 ZAMORA & ASSOCIATES, INC. 11410 N. Kendall Drive Suite 302 Miami, Florida 33176 SANITARY SEWER STATEMENT FOR STARBUCKS: Starbucks will be redeveloping the site located at 710 North U.S. Highway 1 in Tequesta, Florida. The site is currently developed with an existing bank. This bank building will be demolished and a new Starbucks coffee shop with a drive thru will be devloped. The existing bank building currently has an existing sanitary sewer service. The parcel has an existing sewer main along the easterly and southerly property lines. The sewer main consist of an eight (8) inch PVC sewer main. We will constructing a new sewer lateral to serve the new building. The proposed sewer design meets the level of service standards and the requirements if the Village of Tequesta. The anticipated sewage flow will be 2,500 gallons per day. This parcels lies in Section 30, Township 40 S, Range 30 E in the City of Tequesta in Palm Beach County, Florida. Should you have any questions or desire additonal information please do not hesitate to contact me. Sincerely, Q Z q M \\��� Zamora & Associates, Inc. _ No.44207 _ Gerardo Digitally signed by Gerardo Zamora = ■ Zamora Date: 2022.02.1109:17:11 -05'00' — ■ ■ STATE OF Gerardo Zamora Jr. P.E. �•� F ,� �'•� Zamora & Associates, Inc. % F 0 RMS00 1P;S •.. Professional Engineer No. 44207 �'�,� `s/0 ���e N AL State of Florida 2/11 /2022 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY GERARDO ZAMORA JR P.E. ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED & SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. ZAMORA & ASSOCIATES, INC. 11410 N. Kendall Drive Suite 302 Miami, Florida 33176 WATER SERVICE STATEMENT FOR STARBUCKS: Starbucks will be redeveloping the site located at 710 North U.S. Highway 1 in Tequesta, Florida. The site is currently developed with an existing bank. This bank building will be demolished and a new Starbucks coffee shop with a drive thru will be devloped. The existing bank building currently has a water service. The parcel has an existing water main along the easterly and southerly property lines. The water main consist of an eight (8) inch PVC water main. We will constructing a new water & irrigation servie line to serve the new building. The proposed water design meets the level of service standards and the requirements of the Village of Tequesta. The anticipated water flow will be 2,500 gallons per day. This parcels lies in Section 30, Township 40 S, Range 30 E in the City of Tequesta in Palm Beach County, Florida. Should you have any questions or desire additonal information please do not hesitate to contact me. 111 111►►►11111/ Sincerely, \``\� \���` 0 Z A M N S F'•, q Zamora & Associates, Inc. No. 44207 Gerardo Digitally signed by Zamora Gerardo Zamora Date: 2022.02.11 09:16:41 _ •O STATE OF Gerardo -05�00� Zamora Jr. P.E. 0 F••,F1 ••• �.;.`•••• Zamora & Associates, Inc. '�, S S/0 Professional Engineer No. 44207 �i State of Florida 2/11/2022 1111����� THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY GERARDO ZAMORA JR P.E. ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED & SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. STARBUCKS TEGUESTA CONCURRENCY TRAFFIC IMPACT ANALYSIS Prepared for EZ PERMITS, INC. FINDER TRO(ITMFN CONSULTING,, INC. Certificate of Authorization Number: 7989 2005 Vista Parkway, Suite 111 West Palm 3¢ach, FL 33411 (561) 296-9698 ,,,,TROD ,,,,, n" Digitally si ned b EN -g y !2 " Andrea M Troutman No.45409 - STATE O F Date: 2022.04.25 � � NAL��N,,�09:47:34 -04 00 11111 � #PTC21-08 5 January 21, 2022 Revised March 23, 2022 Revised Eipril 2 5, 2022 Andrea M. Troutman, State of Florida, Professional Engineer, License No. 45409 This item has been electronically signed and sealed by Andrea M. Troutman, P.E. on 4/25/22 using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. STARBUCKS TEQUESTA CONCURRENCY TRAFFIC IMPACT ANALYSIS Introduction Pi nder Troutman Consulting, Inc. (PTC) has been retained to conduct a traffic impact analysis for the development of a proposed redevelopment of an outparcel of a shopping center within the Village of Teq uesta. The purpose of this study is to determine if the proposed development meets the requirements of Article 12, Traffic Performance Standards (TPS), of the Palm Beach County Unified Land Development Code (U LDC). Site Data The site is located in the northwest quadrant of the intersection of Village Boulevard and US 1, as shown on Exhibit 1. It is proposed to redevelop an existing 3,518 SF drive in bank into a 2,544 SF coffee shop with d rive-th ru and 551 SF of outdoor dining. The existing and proposed land uses for the entire shopping center are shown below: Land Use Existing Proposed Retail 1481581 SF 148,581 SF Drive in Bank 71820 SF 41302 SF High Turnover Sit -Down Restaurant 71000 SF 71000 SF Coffee/Donut Shop w/ Drive Thru 31400 SF 6,495 SF Existing access to the shopping center includes three (3) driveway connections to Village Boulevard and two (2) driveway connections to US 1. No changes are proposed to the driveways. Any reference to intersection geometrics is conceptual in nature and is subject to final design an approval by others. Year 2024 conditions were examined for this analysis. The Property Control Number (PCN) for the outparcel is 60-43-40-30-00-002-0041. Concurrency Report21-085 3-23-22 1 Plnder Troutman Consulting, Inc. Existing Traffic Conditions The 2019 and 2020 peak season daily and peak hour directional volumes for the surrounding roadway network as compiled by the Palm Beach County Traffic Division were utilized in this report. Traffic count data is included in Appendix A. Project Traffic Trip Generation The daily and peak hour trip generation rates were obtained from Palm Beach County and the Institute of Transportation Engineers (ITE), Trip Generation, 160 Ecdition. Exhibits 2A through 2C provide the daily, AM and PM peak hour trip generation data for the proposed development. For Traffic Performance Standards purposes, based on the net new AM peak hour trip generation of 122, the radius of development influence is two (2) miles. Trip Distribution and Assignment A directional distribution was developed based on land use patterns and the roadway network and is shown on Exhibit 3A. Exhibits 313 and 3C show the assignment of AM and PM peak hour project traffic, respectively, as well as the project impact percentage (% of peak hour directional service volume). Future Traffic Conditions Roadway Improvements A review was undertaken of the FDOT Transportation Improvement Program and the Palm Beach County Five Year Road Program to determine if any roadways within the study area are scheduled to be improved. No roadway improvements are programmed for construction d u ri ng the bu i Idout ti mef rame of th is project. Concurrency Report21-085 3-23-22 2 Plnder Troutman Consulting, Inc. Background Traffic Historic growth trends and committed development traffic must be analyzed in the projection of future background traffic volumes. Historic growth data is provided on Exhibit 4 for the impacted roadway links. Committed development data, compiled by Palm Beach County, was reviewed. Committed development data is provided in Appendix B. Total traffic includes existing traffic, background growth and Project traffic. The higher of the historic growth or the committed development traffic plus 1 % growth was used for background growth. Traffic Performance Standards Analysis Test 1 (Intersection Analysis) Major intersections at the termini of the significantly impacted project -accessed link and major intersections for which a proposed development adds more than 10% of the total traffic on any link connecting a major intersection are required to be analyzed. The intersections of Tequesta Drive/US 1 and Tequesta Drive/Old Dixie Highway were analyzed and are included in Appendix C with the results summarized on Exhibit 5. The intersection of Tequesta Drive and Old Dixie Highway meets the adopted standards while the intersection of Tequesta Drive and US 1 is not projected to meet adopted standards. With improvements at this intersection, the intersection requirements of Test 1 are met. As shown on Exhibit 5, the background traffic at this failing intersection with US 1 does not meet the LOS standard. Therefore, according to Florida Statute 163.3180, this intersection is considered a "transportation deficiency" "The improvement necessary to correct the transportation deficiency is the funding responsibility of the entity that has maintenance responsibility for the facility." Furthermore, "the necessary transportation improvements to correct that deficiency shall be considered to be in place". The additional lanes at this intersection as described on Exhibit 5 will enable the intersection to meet the demands of the backlogged traffic and proposed Project traffic. Concurrency Report21-085 3-23-22 3 Plnder Troutman Consulting, Inc. Test 1 (Link Analysis) The second part of Test 1 examines if any roadway links required to be analyzed are projected to operate below adopted level of service standards. Roadway links with a project impact greater than 1 % of the LOS D are required to be analyzed. Th roadway link of Village Boulevard from Old Dixie Highway to US 1 was also analyzed as requested by the Village of Tequesta. Exhibit 6 shows future peak hour directional traffic conditions for the analyzed roadway links. The following roadway link is not projected to meet the adopted standards: • US 1 from Village Boulevard to Tequesta Drive Southbound AM Peak As shown on Exhibit 6, the background traffic on the failing link is higher than the capacity. Therefore, according to Florida Statute 163.3180, US 1 is considered a "transportation deficiency" "The improvement necessary to correct the transportation deficiency is the funding responsibility of the entity that has maintenance responsibility for the facility." Furthermore, "the necessary transportation improvements to correct that deficiency shall be considered to be in place". A six -lane divided facility will enable the roadway link to meet the demands of the backlogged traffic and proposed Project traffic as shown on Exhibit 7. Therefore, the link requirements of Test 1 are met. Test 2 (Five Year Analysis) This test examines traffic conditions at the end of the fifth year of the FDOT Five Year Transportation Improvement Program. A Test 2 analysis is required for any roadway link within the radius of development influence where the project impact is greater than 3% of LOS E, and outside the radius where the project impact is greater than 5% of LOS E. As shown on Exhibits 313 and 3C, there are no roadway links that have an impact greater than 3%. Therefore, the requirements of Test 2 are met. Driveway Volumes AM and PM peak hour driveway volumes for the entire shopping center, based on trip generation calculations, is provided on Exhibit 8. Concurrency Report 21-085 3-23-22 4 Plnder Troutman Consulting, Inc. Additional Intersection Analysis Palm Beach County has requested an analysis of the intersection of Village Boulevard and US 1 to examine the projected queues and determine if adequate turn lane storage lengths are available. The queuing analysis is summarized on Exhibit 9 showing that analyzed existing turn lanes have sufficient storage to accommodate the proposed project. The intersection analyses are provided in Appendix C. Conclusions This analysis shows that the proposed development meets the requirements of the Traffic Performance Standards of Palm Beach County. Concurrency Report21-085 3-23-22 5 Plnder Troutman Consulting, Inc. EXHIBITS Exhibit 1 Project Location , "7pp777 ,. ° ppITTT , e J. _ _ 1 ",. 4 • a311 �L IL ® ICI■ ,I�Ir!�lR s Re i S �I� �� ! In FRI .� IIwLS.,1111111 a Eon _ F111 2 IL �1. 'sA,. �•• 1 r. •�,per, a� •"r� `,,- , �• - - ° ..� •e 1 f ... ' ° alp r C rap I IRS '15R 1_ — .AL__��L'm` • 1 1 JI 1 �r� '■� lair � � � �""d � ` �,�° - y I Iry :01�- r� RW ° ' ti , . e c �•p • a 04 r ems'• f � fW6 , LM . - - ' �,. _ .. 'I p* lei h: P Li A one -Z Jk af: 2�rqlmmll M.KEW J_ L IS WdO .1 snip 1' 11111101111 �% ■ ti 111L .71`7107:73m; A_-IR IL 1 , L. 3 �■ I i1�. ' ?'� ■le�l�l ■I' a:®7 ■limp oR 1 f ■ � �1 S �' arm R1.■Laa.■LaAq ■r'l■■!■1aIAw W 1 r r�� ei� ■r Ail Ir10..1, _ 1 -"14 RIP AV-S.� _ _ A 1 IMi Mori -■ fG� 11111111LaaiAL® 1 LL 1 � . _ n i 1 J ram ps 1 • • f —A• r ¢1 � r- ti � 11 RB4 L,,�,aa. 1 L! r9 - .1� a L 1 _, ., —•� !'7 '�°•�' - . rr.` I� M oR F tipi — . • . . 1 v .. ..�_• 11 11� '' .1. �. r 1 _ -` -. a� — 1'll■.�. 1� ..,, p ,titer, P_ I Mi y " ,�4 �!- • � allat��MW6 JOE I rJ k. 41A 1V .1 rw 01M L OR tM �1 11 JJ u . � 1.� �� :'� L� ., t'd C i 4 ,�• ®'per° ' ell- • y kman war �R �. 1116 RrTff 1ai�l�ri� :.1, • .1 1 1 I ■ I -1 • JI. JI®.. .si. Lt _. _ } 3 - - €2p = i{iJ p �. ' 1 ®1 n • • • • i 1 1 J- s January 5, 2022 1: 9 02 8 0 0.075 0.15 0.3 mi 0 0.1 0.2 0.4 km Lr) M M I� cV O r- Ln r- �0 00 M mot' m o� 0 0 0 0 �O Tt d" � � M 6) I� M M O M rn N M I� cl 1 d" d" d" Q0 O M I� O O Ln Q N o� r- r- X �- W CA \ \ \ o r.Lc •i M O O Ln F" i � 00 O� al) N re)r-Irql)r C � I� 00 00 I� 00 � 00 � N N r- 0 0 0 0 c= 0 0 0 0 Ln XU- cn U- cn U- cn i = �jo O V II M o 00 r- c0 m 2- O N O N CO I-- J U- U- J J U- to V) (n Cn Cn Cn C = r- 00 O N O O O O r- O - Ln 00 O mot' co 00 I� r--� (- 1,6 d" r- �0 r- W O N N r- cV M I� M — 00 M a) a) V o � 0 o L Q � s O � � cA O �,0 �,o Lr) I� CL co m rn d- m H rn Ln Ln r- O �.. N O r- Z _ Ln N (N I� r- 0 0 0 0 I� M C) M CL rn (N dam' cA 0- 'y `O cV r- I� QO M QO Ln 00 N r- d" Ln CO X = O co O d- �,c M Ln d" r- O W � o o c O O O �-O F" ez C � 00 �,o C � � cn .y d' r- O M CO Ln i M U-)M M d' I� M 6) Ln d- C co I- rn Un r- cV M 0 0 0 0 c = - C4 �o n Un un r- Ln LL Ln LL cn LL cn U- cn = O O O O rn Ln M M .y uj LL Ln LL Cn LL cn LL Cn LL Cn C = c0 O N O O O O r- O - Ln 03 O -t o0 d" r- �O r- W O N rV r- N M I-, M — co o) a) M V o � � a� o L Q 3 s n V .I •U i � m c Qo c � F- U cA M U') 6) m d I� m �.O N CA •i �.. ,�, r- M CO M M r- d- M �.o r- O N M Z N 00 N Un I� = - r- N M N M O M 0 0 0 0 I� r" M al� M fo •� I�c 00 Q0 Q0 C,. N � N � to 0') r- Ln C*) CL 0') 't I -Jo M M • y' ~ ++ Ln � r-1 � N N I� Q0 �-D N M Ln CO i i..r � N a-) 00 M X W = - M M I� r- Ln CL c � O O 00 F" i �0 I� CN C � 00 O 00 I� rn cA N Q0 �.O d" O r- i H r- O Q0 M co �. ++ I� M 00 N I� Ln Ln O m O N d- Ur•) C m co � 0 0 0 0 - c C CO O N O Ln Q0 U-) cc y N ez e X U- Ln U- Ln U- cn _ O O O _ Ln 00 .y I-- J J J J J J cA Cn (n (n V) Cn C = 00 N O O r- O — Ln 0o O 1- co 00 � � M �10 r- r- W O N rV r- N M I� M C o CD 0 a� L s o co O � � � U � 2 V Lr) Ln N 6� r- M 00 O CV O O � Ln O d" N CO 0 0 0 0 �O Tt d" � � M 6) I� 00 r- O M O Ln 6) I� d I� Q0 Lr) N m �.o 00 M O I� r- r- � CO f r- itA � X �- W (A \ \ \ o CL •i c m O O d' F" C � O O Un c0 M I� 00 M d" 00 I� N m r- r- 0 0 0 0 c= 0 0 0 0 Ln XU- (.n U- cn U- cn = V m 00 co � CO I-- J U- !L !L !L !L to C/i cn cn cn cn C Q) = r- 00 N O O O m On co I� - Ln M O 4 M 06 lq � � � d" r- �0 r- W O N N r- N m I� M — 00 M a) a) V o 7- CD 0 O o u Q � s A c II o O � � cA O O �.o M C7) CL CO N m 00 d I-- O,) CO Ln 61 r- Z d- 00 _ - Ln r- N d' r- N fV 0 0 0 0 � � M CL ~ N m M Ln • M. cV r- M �o Ln Ln 00 I� CL y Qo Ln I� N O � N M CO X O N M r- W = c0 N M 00 N N � - o o •r- c O O O d- F" ez C � O r- O 00 0') .y r- Ln 00 i M I� r- M d" I n r- M 00 N CO M O I� t a) L(l) Ln C Co N m a) N d- d' 0 0 0 0 c = cV CO uez r- 4-0 LL cn LL cn LL cn LL cn = O O O O r- _ rn Ln M M .y LL LL LL LL LL uj cn cn cn Cn Cn C = r- c0 N O O O Ln a-) 00 I� - Ln M O -t• M d" r- �o r- W — CO M o) M V o � � o Q 3 V .I •U i � m c Qo c � F- U d d" m M Ln m CV O N m GJ Z (N r- N N = - r- N N N cal rn 0 0 0 0 I� r" M a) M • I� "o 6) CO C. Ln m N N CN d' cA Ql r- M N CL a") �.o O •i ~ • -A Ln �o a'� m N N N M CO Ln M M CO G� O r--- X W r-- Ln •i F" C � 00 00 00 N �10 cn N = �.O 00 �,O H F.. +•+ I� M N d" O� Ln O a� N r- ko Ln 0 0 0 0 - c C 00 O N O Ln �10 Ln 00 y N XU- �n LL- Ln LL cn _ II Ln I� CO m .y I-- J !L lL !L !L !L cn V) cn (n cn cn C = r- 00 N O O O Ln 0-� 00 I� - Ln M O -t• rn 06 17 r- 1,6 � d" r- �0 r- N — C 00 C7) a) a'� V o � 0 a� O L s n o O � � N N N N ' O O CIAN I c M O r— N I— H L r- O Gj O M N M Lr) C7) N s. O a� 401 O o. Q _ co — Ln O� Q c0 r— ^ N OMEN � Z W O s.. Q m N N s s w w v CU cn (./) A vi z Assign 21-085 1-14-22 3/16/2022 Exhibit 3B Starbucks Tequesta Project Traffic Assignment - AM Peak Hour Roadway Link Lanes Class Dir 61 In Pk Hour Direct. Trips Total Project Impact LOS D Service Vol. (1) Signif- icant Impact? 61 Out % Dist. A1A US 1 to Indiantown Rd 2L I NB 4% 2 0.28% 880 No SB 40o 2 0.28% 880 No Alternate All Beach Rd to Riverside Dr 6LD II NB 21 % 13 0.48% 2680 No SB 21 % 13 0.48% 2680 No Riverside Dr to Center St 6LD I NB 18% 11 0.37% 2940 No SB 18% 11 0.37% 2940 No Center St to Indiantown Rd 6LD I NB 16% 10 0.33% 2940 No SB 16% 10 0.33% 2940 No Beach Rd US 1 to Martin County 2L I NB 4% 2 0.28% 880 No SB 4% 2 0.28% 880 No Center St Lox. River Rd to Alternate Al A 2L I NB 2% 1 0.14% 880 No SB 2% 1 0.14% 880 No County Line Rd Riverside Dr to Old Dixie Hwy 2L I NB 13% 8 0.90% 880 No SB 13% 8 0.90% 880 No Old Dixie Hwy to US 1 2L I EB 7% 4 0.49% 880 No WB 7% 4 0.49% 880 No Country Club Rd Island Way to Te uesta Dr 2L I NB 4% 2 0.28% 880 No SB 4% 2 0.28% 880 No Old Dixie Hwy County Line Rd to Village Blvd 2L I NB 7% 4 0.49% 880 No SB 7% 4 0.49% 880 No Village Blvd to Te uesta Dr 2L I NB 17% 10 1.18% 880 YES SB 17% 10 1.18% 880 YES Te uesta Dr to Beach Rd 5L II NB 22% 13 0.76% 1770 No SB 22% 13 0.76% 1770 No Tequesta Dr Country Club Dr to Riverside Dr 2L I NB 5% 3 0.35% 880 No SB 5% 3 0.35% 880 No Riverside Dr to Old Dixie Hwy 2L I NB 13% 8 0.90% 880 No SB 13% 8 0.90% 880 No Old Dixie Hwy to US 1 4LD II EB 20% 12 0.69% 1770 No WB 20% 12 0.69% 1770 No US 1 Martin County to County Line Rd 4LD I NB 17% 10 0.53% 1960 No SB 17% 10 0.53% 1960 No County Line Rd to Village Blvd 4LD I NB 25% 15 0.78% 1960 No SB 25% 15 0.78% 1960 No Village Blvd to Te uesta Dr 4LD I NB 50% 31 1.56% 1960 YES SB 50% 31 1.56% 1960 YES Te uesta Dr to Beach Rd 4LD II NB 28% 17 0.96% 1770 No SB 28% 17 0.96% 1770 No Beach Rd to Al A 4LD I NB 24% 15 0.75% 1960 No SB 24% 15 0.75% 1960 No All to Indiantown Rd 4LD II NB 18% 11 0.62% 1770 No SB 18% 1 11 0.62% 1 1770 No (1) Source: 2009 FDOT Quality / LOS Handbook. Assign 21-085 1-14-22 3/16/2022 Exhibit X Starbucks Tequesta Project Traffic Assignment - PM Peak Hour Roadway Link Lanes Class Dir 15 In Pk Hour Direct. Trips Total Project Impact LOS D Service Vol. (1) Signif- icant Impact? 16 Out % Dist. A1A US 1 to Indiantown Rd 2L I NB 4% 1 0.07% 880 No SB 40o 1 0.07% 880 No Alternate All Beach Rd to Riverside Dr 6LD II NB 21 % 3 0.13% 2680 No SB 21% 3 0.13% 2680 No Riverside Dr to Center St 6LD I NB 18% 3 0.10% 2940 No SB 18% 3 0.10% 2940 No Center St to Indiantown Rd 6LD I NB 16% 2 0.08% 2940 No SB 16% 3 0.09% 2940 No Beach Rd US 1 to Martin County 2L I NB 4% 1 0.07% 880 No SB 4% 1 0.07% 880 No Center St Lox. River Rd to Alternate Al A 2L I NB 2% 0 0.03% 880 No SB 2% 0 0.04% 880 No County Line Rd Riverside Dr to Old Dixie Hwy 2L I NB 13% 2 0.22% 880 No SB 13% 2 0.24% 880 No Old Dixie Hwy to US 1 2L I EB 7% 1 0.12% 880 No WB 7% 1 0.13% 880 No Country Club Rd Island Way to Te uesta Dr 2L I NB 4% 1 0.07% 880 No SB 4% 1 0.07% 880 No Old Dixie Hwy County Line Rd to Village Blvd 2L I NB 7% 1 0.13% 880 No SB 7% 1 0.12% 880 No Village Blvd to Te uesta Dr 2L I NB 17% 3 0.31 % 880 No SB 1 17% 3 0.31 % 880 No Te uesta Dr to Beach Rd 5L II NB 22% 4 0.20% 1770 No SB 22% 4 0.20% 1770 No Tequesta Dr Country Club Dr to Riverside Dr 2L I NB 5% 1 0.09% 880 No SB 5% 1 0.09% 880 No Riverside Dr to Old Dixie Hwy 2L I NB 13% 2 0.22% 880 No SB 13% 2 0.24% 880 No Old Dixie Hwy to US 1 4LD II EB 20% 3 0. 17% 1770 No WB 20% 3 0.18% 1770 No US 1 Martin County to County Line Rd 4LD I NB 17% 3 0.14% 1960 No SB 17% 3 0.13% 1960 No County Line Rd to Village Blvd 4LD I NB 25% 4 0.20% 1960 No SB 25% 4 0.19% 1960 No Village Blvd to Te uesta Dr 4LD I NB 50% 8 0.41 % 1960 No SB 50% 8 0.38% 1960 No Te uesta Dr to Beach Rd 4LD II NB 28% 4 0.24% 1770 No SB 28% 4 0.25% 1770 No Beach Rd to Al A 4LD I NB 24% 4 0.18% 1960 No SB 24% 4 0.20% 1960 No All to Indiantown Rd 4LD II NB 18% 3 0.15% 1770 No SB 18% 3 0.16% 1770 No (1) Source: 2009 FDOT Quality / LOS Handbook. O y 00 Ln N r— VG� N rn N M cn rn O O O O rn r— O O N i CIA 0 CD CD N O O O w p", O O co co co � N L � L 0 4-d 4-d N N O O O � � •X O J U U � cat a a' H c>1 > o _ �- O O MR V cd W > Q W LLJ 0 V e O Z Z •� O V s — co � V � r- a� o. Q �..+ • V � W � Q `u Q o •o -� O Z Z 00 s •— — Z V � r- bIJ � N O 0 ct � 0 = n w > w N N CV N O N M r. c M O N r- N ton Z v W VE 0 00 0 c 0 � C cc • i � r- � O r- ^ d" r- cc r- M Ln 00 r- I � "0 M Cc O O I— N N ►1" � Ln +�•+ N CC d- O O r- N r--, 00 N L_n 00 Q0 M M O FO- m N a W a RT N 00 00 Ln L_n N N Q N o N N M M N N s 0 N M M 00 '1 '1 00 N M V c r- M N M I� M N � r- r- � • v� O I— as-•+ r- r- Ln r- d') M N O r- r- Q � O � 0 v � cn *� U O Ln 00 r- V � ^ N M I� O � N N W N Z m Z m m .I nl N c�i� can can O O O O O O m m m m 0 0 c� N O tv V) Un � V •i Ln Ln � G� O co N rn I-- N V U � � � C Y Q a.•-. ez s +.r o > y M L-n 0 o u � > �, 4- O s E Z3 Q O CU a) • � , cd > cd r- 8,0 O ^ M ° C7 i _ ^ N } �- �+-' o u O W O L.L_ O N � O cnIz U N 0 LJ CU iJ D f� N A m M 1 N N cd D D (A O 0 O O X U LL to C'4 c: O O O d O w O N U z o E ° °' O y D U s _o Ln m O � N E � _� 3 i cd CD E - j N O (7z ° cd nz E- x O N M � 4� E _:D 0 U nz O s w N N 0 i q . 112 012 2 21 -085 STARBUCKS, EXHIBIT 8 TEO U ESTA PDRIVEWAY VOLUMES FROJECTC Queue Analysis HCS 21-085 3-14-22 3/22/2022 Exhibit 9 Starbucks Tequesta Queue Analysis - HCS Results Village Blvd and US 1 Intersection NB Left Turn Lane Background Total AM PM AM PM HCS 95th Percentile Queue -Year 2024 (1) 1.0 1.1 1.5 1.1 Existing Storage (feet) 255 255 255 255 95th Percentile Storage (feet at 25' per vehicle) 1 25 28 1 38 28 SB Left Turn Lane Background Total AM PM AM PM HCS 95th Percentile Queue -Year 2024 (1) 0.4 4.2 0.4 4.3 Existing Storage (feet) 255 255 255 255 95th Percentile Storage (feet at 25' per vehicle) 1 25 1 105 1 25 1 108 EB Right Turn Lane Background Total AM PM AM PM HCS 95th Percentile Queue -Year 2024 (1) 0.6 0.6 0.8 0.6 Existing Storage (feet) 150 150 150 150 95th Percentile Storage (feet at 25' per vehicle) 25 25 25 25 (1) See Appendix C for HCS analysis. APPENDIX A w m t- O t ry \O 01 -� Nt � 01 O N N N M M N V� N O Y � N Q m � !� a W o0 l� l� N oo 11O oo Ln M °O Z a O oo N Ln o0 o0 00 `O N N N M kn Ln 7t N '-- .-- '--I N m O M O o0 0o O 11C O O � ,� N o0 W °° � � � r- oo0 °�° � o �n � N V'� N N Q � Q O N kn (71, 00 o0 Ln M Ln I- o0 00 M kn `O l� 00 M N-- O ' � �n � � � N N knN `O 01 O M M � M O 00 N o0 M l- ch N r i �n O N m o0 oo C6 r ry 01 ry C, ' Zt N 01 W O O O O O O O O O O Q N N M N N N N N N N 4) 01 J tn N 0 0 0000 N V O oo0 oo0 O k i N 00 N> oc o0 oM � tn 7t L M oo � kr) L 01 oo m oo oo Ln 00 N kr) .� O� r CD N O `O N a1 - 00 r- \O kn a1 kn N N 01 a1 o0 O kn N O o0 `o M 't kn N oc I�t � a1 �- L W oo M - kn kn `c �c �c `c � Zt co _ 01 - o0 N oo 110 o0 oo Ln 01 � oo (n O N r Q 00 r- M M 0o `O M M N 't '-- O '-- `O M o0 O l� o0 IC l- N M r- I�t kf) N 7 N M l� •N J N kn M 01 � M �C O in � � Oo0 > N kn lZt N V I` M M M O o0 V) 00 N - a `O N r LL O N O o0 o0 110 --+ `O �0 Ln kn � 01 M N N N Q O N p -� M `O N Lr1 N r--`p 01 `O p M \ Q `Ci \O -� -� -� -� \O M a1 110 O to O N m M a1 N O - N U o O l� d1 11C r- 01 00 M l- 00 � Ln r- M -- l- � l- 01 l- oo l- kn IC r- Cl) r- N I�t N J_ N O CN N kn It Ln M Ln l� Ln l� M 0C It I Lr) M Q ui M l� 7t 00 O M 01 M l� `C I!t ZtN M 7t 00 d1 tf) N o0 oo '-- 01 N N a1 N kn N N 00 oo kn 00 N M o O O O O N O l� Zt N Ln O O o0 O O O O O O to �1 J oo -- o0 d1 N 01 to .- 00 0, O o M O N 01 kn �c 00 00 00 �+ kn M M -� O V W N N Q Q Q kn kn M N QN oQ0 oQ0 oQo oQ0 oQo oQo oQ0 oQ0 J >+ 7d -d Q O -- 4. 7�HCA H CA U a U 4-ct vy N �O y -� -� U -d � A u cd b�A , b�A 00 ct ct -d b 7 '� � -o P� H Q U -- o ai ->11 "C r � U �, U CA °� � -4.- O U b b o �, °' '� 1 U o ct C�l o o u LL F- z 0 z U U U U U U U U U U U U U GC o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '--+ M '--+ 01 01 M l� '--+ M 01 � J1 � Z - � O O M O O O M N N --a CD op0 Zt 7t "Zt I�t `O 00 00 w H E� W (Yi I O O O O O O O O O O O O O O O O O I Q0Q0Q0Q0Q00O0LnLnLO0101d'Olz:31 (y PI . . . . . . . . . . . . . . . . 5� U I O m m m m it 31 31OOOLnLnOd' d�' W 5; I NNN rl U) I �D E-i I P O F-q W �D > p O F�w�Do P4 1 00000000000QoM00MCD M O 1 NrILn zldl�-odlLnM00NrIQ0Q0(nLn H II II �4 P, I . . . . . . . . . . . . H U 1 00NMG)OLnLn000-)00CDCD L�Q0 U) 1 Ln �-o Ln Ln �-o Ln Ln Ln Ln Ln �-o �-o Ln Ln Ln Ln W (x Q I E-i E-i U) H H w E-I E-i E-I >A f, I O O O O O O O O O O Q0 rl LnCD O U) U) U) O 0 1 0000000000Mr-- 1M M 00 QY E� U U 1 0-)mm(l0)0-)m0-)0-)01OrlOOOO W �, �, H F::� I �H rl rl rl rl rl F� P� a4 0004 �4 I w 04 W I QX�4 U)U)(x (�pQ U H W IH x P� H E� U) E� H (�E�Q W FCE�U)Q p U) �D H O1 N I H II II FC FT-4 P O FC �l E� I U) p U) p 0l000000000000000o W E-I U) U H I 0000000000000000 U) H I OOLnLnLnCDLnLnLnLnCDLnLnLnCDLn H (2i (yi U I Lo�-od1MMNrlrlrIrlLnrlrlONrl E� W O O rl,—I,—I rl rl rl rl rl rl rl rl rl �D r� H rl (ypU) � H I H ,O FG FG H H Q I U) U) U) U) U) U) U) U) U) U) U) U) U) U) U) m E-i H N a4 E� l U) p IIWW5:4 QOo P-4 N U) CD Q �N �D rl I •�W Hr� O C4 U O p O 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H 1--q W IH 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �D 44 O E-i I O O Ln Ln Ln Ln Ln Ln u-) Ln Ln Ln U-) O O Ln W O E� U I d' d' d' M d' �I rI �I �I �I N �I O �I N �I X U f3:4 U U) W 1 rl rl rl rl rl rl,—I rl rl rl rl rl rl rl rl rl O W H (Yi I UU)wH I H I E-i U 54 U U) > EA W U) U) U) Ln 1 44 U w U U U U U w U U U U U U U 0 .. �4 I 5 f::� E-i I 0000000000000000 ,-q O 04 U) Q I 000000000000000o w p O O O O O Ln O O O O LnCD O LnCD O U OCDM[-00MMMMM[—MNrld-'M FC M M N N N N N N N N N N N N N N Q w M O 01 m I 5C O •• O W f:4 I OOl00l—�-oLnd"MNrIO0100L—LOLn E� F� I N rl rl rl rl rl rl rl rl rl rl O O O O O O H W I O O O O O O O O O O O O O O O O U U) S I C �1 N N C \� N C \� N N N C \] N C \� N N N N m W m C0 m J m H LU W w U) v) Z H LU LU W n Q CD Fn W N N M M M M CD O � I` M � LLB M"t't M � M O M N N � 00 N � M CD CD'r- O 0-) I` M C� M 00 "t N "t I` 't M ,:I-C� N Cfl N ,;I-N - N I` N LO N CO N I` N N I` ON (D - M N N - CC) N M M 00 � N I,- 'r-00 O CY) 00 0') LO N O N r CN N N � N O O 00 00 00 O O (.0� 00 00 CA 00 CD ti LO N CD M � co N M � f� O CD N M N CD M M M 00 ~ (DLn LO CD LO O CDM U')LOM M � CD N r r a 00 N N � ti O LO CA CO 1� LO (C) CO It It CC) N 1� Co QO 00 N 00 M LO M r-- N O CO CO 0 0 0 LO N 0') � U) I` U) IT 00 LO N N M � r N � N � � T- r � N O N M N CD 0) C'M V) O N O ItO 0) LO CM � CC) 00 N M 0 r I` 00 I` LO 00 CD 00 CA � O LC) It I` LO LO , LO M LO � LO It LO LO CD t CD LO LO I- � � 0') Ln O O O O O M � O O N O O O O O O O O O O O O O O O O 0 r N O O O O 0 ON f` N m 00 I` 00 M O I- N - CD LO � LO LO O M I` CO N M f� N N O LO � Lo LO N LO � N N CA C) M O � 0 N O 0 N � N co � N N N N O I- M 00 CD LO N I- � ti � It 00 O M It N M M 0 lt It LO M LO O 0 N C) � N O N O r- M N U) M N - N 00 M N � N 00 - O - 00 - y- N 0 N N O O N CY) CY) I,- N O O N co O CD I` (C) N O U')N M I,--M I` r- LO N 00 0 (DU')r- LO 00 1- 0')II M M N M ~ U') 00 LO CD I� U')CDLO M M N N O U) M N O co CD I` ti N N 00 N CD LL U) n r O O O O O O O O O O O O O O O O O O O O O O O O O O 0 O O 0 't N X 00 00 00 r O 00 O O N LO (D O I` ti N O N O ~ M 00 CC) N 'q CD r (-0 N r- � 00 N N M LO (C) Ln 00 M CD CC) I- LO O 0') O) C\l CC) ti u) N It L!) r-CY) r-- 0') 00 I` LO LO LO LO CN 04_ _ r LO CD Moo 'r-00 0')U')I� O 00 00 00 M 0)00 O CD L O (DN O O CDCEO O N L O � L O M NICIM CD 00 I I O CC) N 00 I- 00 LO C� OIrmm CO M 'q CC) T LO 00 LO I- I- M I` M N N M N N d CC) ICIM f` CY) I` 04 N CD � � O CO N LO M CO Ln f� (D M 0') CA - N LO Ln 't 0 Ln 0) CD 00 � It � (C) LO ti (D N N CA M ti r--N Ln It LO co N C7) � I� M CT - 00 - cM - It LO CO (� It r't O N N � - N - O O CD O O O O O O M O O O O O O O O O O O O t N r I I CD 1` CD O I` M It N CD CD 00 00 CO m 1` O N m M NIM CD CC) M N � M � CD N � M I` N O N CD M O M N M M N CD CD r-- 00 LO N CD CD CD CD r M LSD r CO m LON C9 O O CD � CD CD M � N � 00 00 N M 000 0')M N M Lo I` 00 CD O N Lo = O O,) N 00 00 CD C� co - "t O M r L O Lo O 00 CA r- M CO LO N LO (D I` 00 't 00 It L O CD 00 I- It I` 00 (D LO L O N L O I` M N CD N � 'It I` N CO N :T � CO N � lid N Ln M N - N N N O N CC) O U')O N r- (D O 00 M f� � O O CA CM oo 00 I` CD CC) T [I- r-m 00 CA N 0 N LO LSD LO O C4 M I` N LO Ln O7 CD CD 00 00 00 N CD 0) N LO O N I- M co r N N M r r N M ti ti O m O O N CO O O O O O O O O O O O O O O O O O O O N N II LL a a m a m¢ a a a a a a a a a¢ a a CL m a a a a a a a m a a m a a a a ti LO 0 0 0 0 L O o LO o 0 0 o LO o 0 0 o LO 0 0 LO 0 0 0 0 0 0 0 0 U") CD 0 CDN M O M O 4 CD � � O O O co M M O M 4 M O O O O M M O M M ZIM O M O I` Lid 6 I` N L i 00 N 4 4 I` N 4 CC) N 6 I` N 6 00 N 4 00 N 4 00 6 I- 6 X (3) I` I` ti ti ti 00 00 00 O) O CA Cfl CD CD O O O I` ti ti O O 0 00 00 00 ti ti CA O') O N O N O N O O O N N N , O , O O T-T- T-N O O O O r O O N N O O O N N N , � � O O O O N N N N N O N O N O N N N N O N O N O N N N N N � N � N � O N O N O N N N N O N O N O N O N O N O N N N N N II LO LO U� O O LO LO N N N N N I` I� ti M M M M M M -- -- -- -- -- -- M M � "t N N N M ce)LO O O O O N N N r N N T- r T-� � � N N N N O LO U') U') LO U')N LO LO LO LO L LO N N � � N V- � � M CM M LO U') U') M M O) O + >+ a) >+ a) >+ a) >+ a) >+ a) >+ a) N N LO > > > CoCo Co Co >1 a a a m m m m m m � a a � � � _ _ _ _ _ _ ❑ ❑ II U) U) U) U)^`(^♦^+U)^' ♦ •L •L i) O ai W W i W W C C C C C C ❑ ❑ ❑ ❑ ❑ ❑ C C C Ca (6 C6 L) m N L) m E E E >_ O O O O O O _� �_ _� >_ cn cn cn CO cn U U U cn co cn cn cn co co co co cn co co O O O O O O > > m Z m m m > > > > > > N N ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ r + (n + (n + (n + W + W +� U) +r 0 +r (n +� (n +r CO 4--ar (n CM 0) 0) COCOM N N N M N COCO❑ N N N N N N . N (� c� N N C6 m m m m N N ��� C O C O C O W W W W W W O O O O O O .1 A.- -I.- -I.- A. --I-- a--+ -1-- 4- -1.- O N L co - co - co - co co 00 00 00 00 -I.- 00 -I.- 00 U U U U) 0(n(n U)C/) E E E E E E m A>S m m m m M >1 >1 >1 >1 O O O O O O O O O O O m m m Ln m LO Ln LC) LO LO LO LO LO Lf) LO O O O O O O O O O O r T- r T- = CO I` CO 1` CO 1` CO 1` CO I` CO I` M 0) M It N N N N N N f` I` I` ti I` ti O O O O O O O O Orl- O O It O ItIt O O O ItIt It It "t It � I` ti r- N 00 N 00 N 00 N 00 N 00 N 00 co I` co I I` co r-- co ti co r- co r-N co (D CC) N N CO CO CO CO CD CD CO CO CO CO CD It It It It It It It It It N N N N N N N N N N N N N N N N N N N N O 2 2019 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 9300 EAST- A1A TO US1 WEEK DATES SF MOCF: 0.90 PSCF 01/01/2019 - 01/05/2019 0.92 1.02 01/06/2019 - 01/12/2019 0.93 1.03 01/13/2019 - 01/19/2019 0.93 1.03 O1/20/2019 - 01/26/2019 0.92 1.02 O1/27/2019 - 02/02/2019 0.91 1.01 02/03/2019 - 02/09/2019 0.89 0.99 02/10/2019 - 02/16/2019 0.88 0.98 02/17/2019 - 02/23/2019 0.88 0.98 02/24/2019 - 03/02/2019 0.88 0.98 03/03/2019 - 03/09/2019 0.89 0.99 03/10/2019 - 03/16/2019 0.89 0.99 03/17/2019 - 03/23/2019 0.90 1.00 03/24/2019 - 03/30/2019 0.91 1.01 03/31/2019 - 04/06/2019 0.92 1.02 04/07/2019 - 04/13/2019 0.93 1.03 04/14/2019 - 04/20/2019 0.94 1.04 04/21/2019 - 04/27/2019 0.96 1.07 04/28/2019 - 05/04/2019 0.98 1.09 05/05/2019 - 05/11/2019 1.01 1.12 05/12/2019 - 05/18/2019 1.03 1.14 05/19/2019 - 05/25/2019 1.05 1.17 05/26/2019 - 06/01/2019 1.07 1.19 06/02/2019 - 06/08/2019 1.09 1.21 06/09/2019 - 06/15/2019 1.10 1.22 06/16/2019 - 06/22/2019 1.11 1.23 06/23/2019 - 06/29/2019 1.12 1.24 06/30/2019 - 07/06/2019 1.13 1.26 07/07/2019 - 07/13/2019 1.14 1.27 07/14/2019 - 07/20/2019 1.14 1.27 07/21/2019 - 07/27/2019 1.15 1.28 07/28/2019 - 08/03/2019 1.15 1.28 08/04/2019 - 08/10/2019 1.15 1.28 08/11/2019 - 08/17/2019 1.15 1.28 08/18/2019 - 08/24/2019 1.15 1.28 08/25/2019 - 08/31/2019 1.16 1.29 09/01/2019 - 09/07/2019 1.16 1.29 09/08/2019 - 09/14/2019 1.17 1.30 09/15/2019 - 09/21/2019 1.17 1.30 09/22/2019 - 09/28/2019 1.14 1.27 09/29/2019 - 10/05/2019 1.11 1.23 10/06/2019 - 10/12/2019 1.07 1.19 10/13/2019 - 10/19/2019 1.04 1.16 10/20/2019 - 10/26/2019 1.02 1.13 10/27/2019 - 11/02/2019 1.01 1.12 11/03/2019 - 11/09/2019 0.99 1.10 11/10/2019 - 11/16/2019 0.98 1.09 11/17/2019 - 11/23/2019 0.97 1.08 11/24/2019 - 11/30/2019 0.95 1.06 12/01/2019 - 12/07/2019 0.94 1.04 12/08/2019 - 12/14/2019 0.93 1.03 12/15/2019 - 12/21/2019 0.92 1.02 12/22/2019 - 12/28/2019 0.93 1.03 12/29/2019 - 12/31/2019 0.93 1.03 * PEAK SEASON 14-FEB-2020 15:39:27 830UPD 4 9300 PKSEASON.TXT da qL hom Am MEW 4 mi6; (N E'. dip Traffic Survey Specialists, Inc. 85 SE 4th Avenue, Unit 109, Delray Beach, Florida 33483 Phone (561) 272-3255 VILLAGE BOULEVARD & US1 JUPITER, FLORIDA VIDEO COUNT NOT SIGNALIZED Groups Printed- LIGHT VEHICLES - HEAVY VEHICLES File Name : Village & US1 Site Code : 220038 Start Date : 2/23/2022 Page No : 1 US1 CANAL COURT US1 VILLAGE BOULEVARD From North From East From South From West Start Time UTurn Left Thru Right UTurn Left Thru Right UTurn Left Thru Right UTurn L Left Thru Right Int. Total 07:00 AM 2 1 284 2 0 1 0 0 1 7 94 0 0 1 0 5 398 07:15 AM 4 0 301 4 0 0 0 0 0 2 117 0 0 1 0 7 436 07:30 AM 11 0 349 2 0 1 0 0 2 8 164 0 0 1 0 4 542 07:45 AM 11 0 404 3 0 2 0 0 1 8 191 0 0 2 0 12 634 Total 28 1 1338 11 0 4 0 0 4 25 566 0 0 5 0 28 2010 08:00 AM 14 4 393 3 0 0 0 0 1 9 157 0 0 0 0 10 591 08:15 AM 5 0 356 5 0 2 0 0 7 13 185 1 0 1 0 16 591 08:30 AM 10 2 322 2 0 0 0 0 0 13 203 4 0 2 0 7 565 08:45 AM 15 1 384 4 0 0 0 0 1 16 163 3 0 1 0 13 601 Total 44 7 1455 14 0 2 0 0 9 51 708 8 0 4 0 46 2348 04:00 PM 12 0 243 5 0 0 0 0 3 20 332 0 0 2 0 14 631 04:15 PM 16 0 277 4 0 2 0 0 3 14 326 3 0 0 0 13 658 04:30 PM 16 2 232 8 0 1 0 1 3 22 427 0 0 1 0 15 728 04:45 PM 9 1 238 3 0 1 0 1 4 23 423 2 0 2 0 20 727 Total 53 3 990 20 0 4 0 2 13 79 1508 5 0 5 0 62 2744 05:00 PM 15 1 259 3 0 0 0 0 5 27 403 1 0 3 0 10 727 05:15 PM 15 0 244 0 0 0 0 2 6 19 417 1 0 1 0 19 724 05:30 PM 18 0 266 4 0 0 0 1 1 15 403 0 0 0 0 19 727 05:45 PM 7 2 233 3 0 0 0 2 2 17 287 0 0 3 0 8 564 Total 55 3 1002 10 0 0 0 5 14 78 1510 2 0 7 0 56 2742 Grand Total 180 14 4785 55 0 10 0 7 40 233 4292 15 0 21 0 192 9844 Apprch % 3.6 0.3 95.1 1.1 0 58.8 0 41.2 0.9 5.1 93.7 0.3 0 9.9 0 90.1 Total % 1.8 0.1 48.6 0.6 0 0.1 0 0.1 0.4 2.4 43.6 0.2 0 0.2 0 2 LIGHT VEHICLES 178 14 4718 55 0 10 0 7 40 229 4215 15 0 19 0 185 9685 % LIGHT VEHICLES 98.9 100 98.6 100 0 100 0 100 100 98.3 98.2 100 0 90.5 0 96.4 98.4 HEAVY VEHICLES 2 0 67 0 0 0 0 0 0 4 77 0 0 2 0 7 159 pro HEAVY VEHICLES 1.1 0 1.4 0 0 0 0 0 0 1.7 1.8 0 0 9.5 0 3.6 1.6 Traffic Survey Specialists, Inc. 85 SE 4th Avenue, Unit 109, Delray Beach, Florida 33483 Phone (561) 272-3255 VILLAGE BOULEVARD & US1 JUPITER, FLORIDA VIDEO COUNT NOT SIGNALIZED File Name : Village & US1 Site Code : 220038 Start Date : 2/23/2022 Page No :2 US1 From North CANAL COURT From East US1 From South VILLAGE BOULEVARD From West Start Time UTurn Left Thru Right App. Total UTurn Left Thru RI ht App. Total UTurn Left Thru Right App. Total UTurn Left Thru Right App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 07:45 AM Int. Total 07:45 AM 11 0 404 3 418 0 2 0 0 2 1 8 191 0 200 0 2 0 12 14 634 08:00 AM 14 4 393 3 414 0 0 0 0 0 1 9 157 0 167 0 0 0 10 10 591 08:15 AM 5 0 356 5 366 0 2 0 0 2 7 13 185 1 206 0 1 0 16 17 591 08:30 AM 10 2 322 2 336 0 0 0 0 0 0 13 203 4 220 0 2 0 7 9 565 Total Volume 40 6 1475 13 1534 0 4 0 0 4 9 43 736 5 793 0 5 0 45 50 2381 % App. Total 2.6 0.4 96.2 0.8 0 100 0 0 1.1 5.4 92.8 0.6 0 10 0 90 PHF .714 .375 .913 .650 .917 .000 .500 .000 .000 .500 .321 .827 .906 .313 .901 .000 .625 .000 .703 .735 .939 LIGHT VEHICLES 1446 % LIGHT VEHICLES 100 100 98.0 100 98.1 0 100 0 0 100 100 95.3 95.7 100 95.7 0 80.0 0 91.1 90.0 97.1 HEAVY VEHICLES % HEAVY VEHICLES 0 0 2.0 0 1.9 0 0 0 0 0 0 4.7 4.3 0 4.3 0 20.0 0 8.9 10.0 2.9 _00�U*, ca o oo� i J w U') LID o C: m o00 w N � J M � CD CO � �O US1 Out In Total 708 1505 2213 33 29 62 741 1534 2275 13 0 13 7Ri ht 1446 29 46 0 46 Left 1475 Thru Peak Hour Data North Peak Hour Begins at 07:45 ANI LIGHT VEHICLES HEAVY VEHICLES Left Thru Right 50 704 5 2 32 0 52 736 5 1491 47,[ 2250 33 67 1524 2317 Out In Total Traffic Survey Specialists, Inc. 85 SE 4th Avenue, Unit 109, Delray Beach, Florida 33483 Phone (561) 272-3255 VILLAGE BOULEVARD & US1 JUPITER, FLORIDA VIDEO COUNT NOT SIGNALIZED File Name : Village & US1 Site Code : 220038 Start Date : 2/23/2022 Page No : 3 US1 CANAL COURT US1 VILLAGE BOULEVARD From North From East From South From West Start Time UTurn Left Thru Right App. Total UTurn Left Thru Right App. Total UTurn Left Thru Right App. Total UTurn Left Thru Right App. Total Peak Hour Analysis From 02:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Beqins at 04:30 PM Int. Total 04:30 PM 16 2 232 8 258 0 1 0 1 2 3 22 427 0 452 0 1 0 15 16 728 04:45 PM 9 1 238 3 251 0 1 0 1 2 4 23 423 2 452 0 2 0 20 22 727 05:00 PM 15 1 259 3 278 0 0 0 0 0 5 27 403 1 436 0 3 0 10 13 727 05:15 PM 15 0 244 0 259 0 0 0 2 2 6 19 417 1 443 0 1 0 19 20 724 Total Volume 55 4 973 14 1046 0 2 0 4 6 18 91 1670 4 1783 0 7 0 64 71 2906 % App. Total 5.3 0.4 93 1.3 0 33.3 0 66.7 1 5.1 93.7 0.2 0 9.9 0 90.1 PHF .859 .500 .939 .438 .941 .000 .500 .000 .500 .750 .750 .843 .978 .500 .986 .000 .583 .000 .800 .807 .998 LIGHT VEHICLES 1645 % LIGHT VEHICLES 100 100 99.4 100 99.4 0 100 0 100 100 100 97.8 98.5 100 98.5 0 85.7 0 98.4 97.2 98.8 HEAVY VEHICLES % HEAVY VEHICLES 0 0 0.6 0 0.6 0 0 0 0 0 0 2.2 1.5 0 1.5 0 14.3 0 1.6 2.8 1.2 O��_ �M M jo LL Cfl r I` +r i J W O N , C: ti m M 000 w Q�NM J N N co co US1 Out 1655 26 In 1040 6 Total F 2 995 32 1681 1046 2727 14 967 59 0 6 0 14 973 59 7Ri ht Thru Left Peak Hour Data North Peak Hour Begins at 04:30 PNI LIGHT VEHICLES HEAVY VEHICLES +-1 7 F� Left Thru Right 107 1645 4 2 25 0 109 1670 4 1032 1756 2788 7 27 34 1039 1783 2822 Out In Total 1 0 41.0-p- C: 000 rnOrn r CD N O N O O O iy CDOCo- APPENDIX B Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments Input Data ROAD NAME: Old Dixie Hwy STATION: 1814 CURRENT YEAR: 2020 FROM: Midpoint ANALYSIS YEAR: 2024 TO: County Line Rd GROWTH RATE: 2.82% COUNT DATE: 12/11/2019 PSF: 1.03 Link Analysis AM PM 2-way N B/E B S B/W B 2-way N B/E B S B/W B 597 272 365 672 460 229 615 280 376 692 474 236 0 0 0 0 0 0 615 280 376 692 474 236 The Reserve at Tequesta 3 3 1 4 2 2 Love Street 0 0 0 4 2 2 Key Estates ALF 0 0 0 0 0 0 Beacon Park 16 4 12 19 13 6 Lighthouse ArtCenter 0 0 0 1 0 0 Sperry Project 5 3 2 11 5 6 Total Committed Developments 24 10 15 39 22 16 Total Committed Residential 24 10 15 34 20 14 Total Committed Non -Residential 0 0 0 5 2 2 Double Count Reduction 0 0 0 1 0 0 Total Discounted Committed Developments 24 10 15 38 22 16 Time Period Direction Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments Input Data ROAD NAME: Old Dixie Hwy STATION: 1814 CURRENT YEAR: 2020 FROM: Tequesta Dr ANALYSIS YEAR: 2024 TO: Midpoint GROWTH RATE: 2.82% COUNT DATE: 12/11/2019 PSF: 1.03 Link Analysis AM PM 2-way N B/E B S B/W B 2-way N B/E B S B/W B 597 272 365 672 460 229 615 280 376 692 474 236 0 0 0 0 0 0 615 280 376 692 474 236 The Reserve at Tequesta 3 3 1 4 2 2 Love Street 0 0 0 4 2 2 Key Estates ALF 0 0 0 0 0 0 Beacon Park 16 4 12 19 13 6 Lighthouse ArtCenter 0 0 0 1 0 0 Sperry Project 5 3 2 11 5 6 Total Committed Developments 24 10 15 39 22 16 Total Committed Residential 24 10 15 34 20 14 Total Committed Non -Residential 0 0 0 5 2 2 Double Count Reduction 0 0 0 1 0 0 Total Discounted Committed Developments 24 10 15 38 22 16 Report Created 1/20/2022 Type % Complete Res 0% NR 0% NR 0% Res 0 NR 83% Res 0% Report Created 1/20/2022 Type % Complete Res 0% NR 0% NR 0% Res 0% NR 83% Res 0% A B C D E F G Input Data ROAD NAME: N US Highway 1 STATION: 1304 CURRENT YEAR: 2020 FROM: Tequesta Dr ANALYSIS YEAR: 2024 TO: Midpoint GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis Time Period AM PM Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB Existing Volume Peak Volume Diversion(%) Volume after Diversion 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Committed Developments The Reserve at Tequesta 6 Love Street 1 Austrade Tequesta Office Building 19 Mastroianni Family Office 20 Beacon Park 8 Lighthouse ArtCenter 0 Sperry Project 3 Total Committed Developments 57 Total Committed Residential 17 Total Committed Non -Residential 40 Double Count Reduction 4 Total Discounted Committed Developments 53 1 5 8 5 3 0 1 7 3 4 17 2 26 4 21 18 3 11 2 9 2 6 10 7 3 0 0 2 1 1 1 2 7 4 3 39 19 71 26 44 4 13 25 16 9 35 6 46 10 35 1 1 6 2 2 38 18 65 24 42 H I Report Created 1/20/2022 Type % Complete Res 0% N R 0% N R 25% N R 0% Res 0% N R 83% Res 0% Input Data ROAD NAME: US Highway 1 STATION: 1304 Report Created CURRENT YEAR: 2020 FROM: Midpoint 1/20/2022 ANALYSIS YEAR: 2024 TO: County Rd GROWTH RATE: 0% COUNT DATE: NA PSF: 0 Link Analysis Time Period AM PM Direction 2-way NB/EB SB/WB 2-way NB/EB SB/WB Existing Volume Peak Volume Diversion(%) Volume after Diversion 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Committed Developments The Reserve at Tequesta 26 Love Street 1 Austrade Tequesta Office Building 10 Mastroianni Family Office 5 Beacon Park 0 Lighthouse ArtCenter 0 Sperry Project 5 Total Committed Developments 47 Total Committed Residential 31 Total Committed Non -Residential 16 Double Count Reduction 3 Total Discounted Committed Developments 44 Type % Complete 20 6 31 12 19 Res 0% 0 1 7 3 4 N R 0% 1 9 14 12 2 N R 25% 1 4 3 2 1 N R 0% 0 0 0 0 0 Res 0% 0 0 2 1 1 N R 83% 2 3 11 6 5 Res 0% 24 23 68 36 32 22 9 42 18 24 2 14 26 18 8 0 2 5 4 2 24 21 63 32 30 0 0 0 0 N O O Ln O +-' N _N Q E O U 0 N Q cn cn cn DC � � z re o� o O O O O O O O O O re fV � N � O � � ca O 0 N N N N U %r-I O p 0 O 0 0 0 0 � ro Q � NO J 0 r� 0 0 r-I N f�l O O f�l O aA N O N r-I O O r-I N cV O O cV fV +-+ DC O c r*4p N N � � � 0 0 0 O O Q-C-C M N p M N 0 0 0 0 0:1- M N N r-I p i w oC or_ LL j O ZC�f Q0 Np l0 Q w w� 0 J� pr-4 O O O O O O O O O � 0 Z Z V) Ln = hA r--I 0 r--I M O O r-I � qt O Olzt w o � oC i U Q — U Q O - Ln 0 Ln r-I O r-I r-I m N r-I O Cm O L) N ~ J p Ln 0 0 l0 �o O O (.0 V).t�A N O O O O O O O O O O N 0 = � O fV o N .N s 00 O 00 O O cV r-I M r-I fV O M ~ N 'X 0 � Ln � �o W J" o O O O O O O O O O O Q � N +- w 0 o W 0 W Q J (n W Q z CAA - = w z p m .L a V L) p N o 4-1 ' O > � F- o (L) o V ca z° u WC= .O W V) 2 Lnn w -0O ca U O U O U U cn 0 cn O w 0 <i V co Q V) 0 0 0 0 0 N 0 0 0 0 _N Q E O U 0 N Q cn cn DC CvC Z Z o 0 0 Ln O 0 ('o Ln o I'o N � N O � ca 0 Lr) Ln O Lri Ln l0 M r-I r-I r-I aU--+ � Q O � No JO O O O O O O O O O r-I -0 �p r-4 0r-, O O O O O O O O O O C: oC N :3 N N 0 M O Ol \ 0 0 Q NLr) O Ln r-I N� O N M r-I Ol N N r-I O i w DC oC > O Z C�f 0 Q w w� p J 00 O M O O O O O O O O O (D 0 � Z Z cn 0 O O O O O O O O O � w J Q 0- 0 > U z O Z3 U Q 0 00 0 00 O O O O O O O O O U ~ N N 4:f J 0 0 O O O O O O O O O r-I 0 0 0 O O O O O O O O O r-I r-I 0 � w N r-I 0 O M r� O O O O O O O O O Lf). N 2 � ca D c/) Z)o O O0 w }, 0 (moo r-I O Ln O lD r-I Ln O l4 cn Q \ cV J W Q J (n W Q z CAA - = w Z o m a NateJ V 0 .L N ' O E 0 > V E o ca t� Z U o > (1) (1) (1) (1) oc a) o o > +� 0 > Lf) U cn ul V)O can O O O M E M Ln > 4-J ateJ ateJ +�-+ .Ul r) wo<iu�ma i APPENDIX C Intersections 21-085 3-11-22 INTERSECTION ANALYSIS SHEET Starbucks Tequesta Tequesta Dr and Old Dixie HighwaX (Existing Geometrics w/Project) Historic Growth Rate = 2.82% Nominal Growth Rate = 1.00% Peak Season = 1.00 Buildout Year = 2024 Years = 4 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (3/9/20) Peak Season Volume Historic Growth Nominal Growth Approved Projects Highest Intersection Growth % Project Traffic Direction Project Traffic Total 126 126 15 5 0 15 0% in 0 1 141 230 230 27 9 4 27 11 % in 7 264 29 29 3 1 2 3 11 % in 7 1 39 17 17 2 1 2 2 0% in 0 1 19 306 306 36 12 12 36 11 % out 7 1 349 76 76 9 3 0 9 5% out 3 1 88 72 72 8 3 0 8 5% in 3 1 83 182 182 21 7 3 21 8% in 5 1 208 221 221 26 9 0 26 0% out 0 247 47 47 6 2 6 6 11 % out 7 1 60 155 155 18 6 3 18 8% out 5 1 178 11 11 1 0 4 1 0% out 0 1 12 Critical Volume Analysis No. of Lanes 1 2 < 0 1 1 1 1 1 1 1 2 < 0 Approach Volume 444 456 538 250 Per Lane Volume 141 152 n/a 19 349 88 83 208 247 60 95 n/a Right Turn on Red 10 60 60 10 RT - RTOR - LT Overlap -70 -55 46 -29 % Turns from excl. Lanes 32% 59% 0% 4% 77% 19% 15% 39% 46% 24% 71 % 0% E/W Effective g/c - - - - - - - 0.25 - - 0.1 - North -South Critical NB LT + SB TH = 490 SB LT + NB TH = 161 East-West Critical EB LT + WB TH = 168 WB LT + EB TH = 268 Maximum Critical Sum 490 + 268 = 758 STATUS ? UNDER SUM 172 94 Intersections 21-085 3-11-22 INTERSECTION ANALYSIS SHEET Starbucks Tequesta Tequesta Dr and US 1 (Existing Geometrics w/Project) Historic Growth Rate = 3.16% Nominal Growth Rate = 1.00% Peak Season = 1.27 Buildout Year = 2024 Years = 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (9/24/19) Peak Season Volume Historic Growth Nominal Growth Approved Projects Highest Intersection Growth % Project Traffic Direction Project Traffic Total 84 107 18 5 0 18 0% in 0 1 125 522 663 112 34 19 112 28% in 17 792 13 17 3 1 0 3 0% in 0 1 20 17 22 4 1 0 4 1 % out 1 1 26 1466 1,862 313 95 14 313 28% out 17 1 2092 94 119 20 6 6 20 20% out 12 1 152 81 103 17 5 0 17 20% in 12 1 132 12 15 3 1 0 3 0% in 0 1 18 103 131 22 7 0 22 0% out 0 153 41 52 9 3 0 9 0% out 0 1 61 8 10 2 1 0 2 0% out 0 1 12 10 13 2 1 0 2 1 % in 1 15 Critical Volume Analysis No. of Lanes 1 2 < 0 1 2 < 0 1 1 1 1 1 < 0 Approach Volume 937 21370 303 88 Per Lane Volume 125 406 n/a 26 1172 n/a 132 18 153 61 27 n/a Right Turn on Red 10 10 60 10 RT - RTOR - LT Overlap -71 -142 -32 -36 % Turns from excl. Lanes 13% 85% 0% 1 % 92% 0% 44% 6% 50% 69% 14% 0% E/W Effective c - - - - - - - -0.02 - - -0.01 - North -South Critical NB LT + SB TH = 1287 SB LT + NB TH = 422 East-West Critical JEB LT + WB TH = 149 JWB LT + EB TH = 79 Maximum Critical Sum 1287 + 149 = 1,436 STATUS ? OVER SUM 525 199 Intersections 21-085 3-11-22 INTERSECTION ANALYSIS SHEET Starbucks Tequesta Tequesta Dr and US 1 (Proposed Geometrics w/Project) Historic Growth Rate = 3.16% Nominal Growth Rate = 1.00% Peak Season = 1.27 Buildout Year = 2024 Years = 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (9/24/19) Peak Season Volume Historic Growth Nominal Growth Approved Projects Highest Intersection Growth % Project Traffic Direction Project Traffic Total 84 107 18 5 0 18 0% in 0 1 125 522 663 112 34 19 112 28% in 17 792 13 17 3 1 0 3 0% in 0 1 20 17 22 4 1 0 4 1 % out 1 1 26 1466 1,862 313 95 14 313 28% out 17 1 2092 94 119 20 6 6 20 20% out 12 1 152 81 103 17 5 0 17 20% in 12 1 132 12 15 3 1 0 3 0% in 0 1 18 103 131 22 7 0 22 0% out 0 153 41 52 9 3 0 9 0% out 0 1 61 8 10 2 1 0 2 0% out 0 1 12 10 13 2 1 0 2 1 % in 1 15 Critical Volume Analysis No. of Lanes 1 2 < 0 1 2 1 1 1 1 1 1 < 0 Approach Volume 937 21370 303 88 Per Lane Volume 125 406 n/a 26 1096 152 132 18 153 61 27 n/a Right Turn on Red 10 60 60 10 RT - RTOR - LT Overlap -71 -40 -32 -36 % Turns from excl. Lanes 13% 85% 0% 1 % 92% 6% 44% 6% 50% 69% 14% 0% E/W Effective c - - - - - - - -0.01 - - -0.01 - North -South Critical NB LT + SB TH = 1221 SB LT + NB TH = 422 East-West Critical JEB LT + WB TH = 149 JWB LT + EB TH = 79 Maximum Critical Sum 1221 + 149 = 1,370 STATUS ? NEAR SUM 525 199 Intersections 21-085 3-11-22 INTERSECTION ANALYSIS SHEET Starbucks Tequesta Tequesta Dr and US 1 (Existing Geometrics w/o Project) Historic Growth Rate = 3.16% Nominal Growth Rate = 1.00% Peak Season = 1.27 Buildout Year = 2024 Years = 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (9/24/19) Peak Season Volume Historic Growth Nominal Growth Approved Projects Highest Intersection Growth % Project Traffic Direction Project Traffic Total 84 107 18 5 0 18 0% in 0 1 125 522 663 112 34 19 112 28% in 0 775 13 17 3 1 0 3 0% in 0 1 20 17 22 4 1 0 4 1 % out 0 1 26 1466 1,862 313 95 14 313 28% out 0 1 20 75 94 119 20 6 6 20 20% out 0 139 81 103 17 5 0 17 20% in 0 1 120 12 15 3 1 0 3 0% in 0 1 18 103 131 22 7 0 22 0% out 0 153 41 52 9 3 0 9 0% out 0 1 61 8 10 2 1 0 2 0% out 0 1 12 10 13 2 1 0 2 1 % in 0 15 Critical Volume Analysis No. of Lanes 1 2 < 0 1 2 < 0 1 1 1 1 1 < 0 Approach Volume 920 21340 291 88 Per Lane Volume 125 398 n/a 26 1157 n/a 120 18 153 61 27 n/a Right Turn on Red 10 10 60 10 RT - RTOR - LT Overlap -71 -130 -32 -36 % Turns from excl. Lanes 14% 84% 0% 1 % 93% 0% 41 % 6% 53% 69% 14% 0% E/W Effective c - - - - - - - -0.01 - - -0.01 - North -South Critical NB LT + SB TH = 1272 SB LT + NB TH = 414 East-West Critical JEB LT + WB TH = 137 JWB LT + EB TH = 79 Maximum Critical Sum 1272 + 137 = 1,409 STATUS ? OVER SUM 525 199 Intersections 21-085 3-11-22 INTERSECTION ANALYSIS SHEET Starbucks Tequesta Tequesta Dr and US 1 (Proposed Geometrics w/o Project) Historic Growth Rate = 3.16% Nominal Growth Rate = 1.00% Peak Season = 1.27 Buildout Year = 2024 Years = 5 AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (9/24/19) Peak Season Volume Historic Growth Nominal Growth Approved Projects Highest Intersection Growth % Project Traffic Direction Project Traffic Total 84 107 18 5 0 18 0% in 0 1 125 522 663 112 34 19 112 28% in 0 775 13 17 3 1 0 3 0% in 0 1 20 17 22 4 1 0 4 1 % out 0 1 26 1466 1,862 313 95 14 313 28% out 0 1 20 75 94 119 20 6 6 20 20% out 0 139 81 103 17 5 0 17 20% in 0 1 120 12 15 3 1 0 3 0% in 0 1 18 103 131 22 7 0 22 0% out 0 153 41 52 9 3 0 9 0% out 0 1 61 8 10 2 1 0 2 0% out 0 1 12 10 13 2 1 0 2 1 % in 0 15 Critical Volume Analysis No. of Lanes 1 2 < 0 1 2 1 1 1 1 1 1 < 0 Approach Volume 920 21340 291 88 Per Lane Volume 125 398 n/a 26 1088 139 120 18 153 61 27 n/a Right Turn on Red 10 60 60 10 RT - RTOR - LT Overlap -71 -41 -32 -36 % Turns from excl. Lanes 14% 84% 0% 1 % 93% 6% 41 % 6% 53% 69% 14% 0% E/W Effective c - - - - - - - -0.01 - - -0.01 - North -South Critical NB LT + SB TH = 1213 SB LT + NB TH = 414 East-West Critical JEB LT + WB TH = 137 JWB LT + EB TH = 79 Maximum Critical Sum 1213 + 137 = 1,350 STATUS ? NEAR SUM 525 199 Intersections 21-085 3-11-22 Historic Growth Rate Nominal Growth Rate Peak Season = Buildout Year = Years = 3.16% 1.00% 1.00 2024 2 INTERSECTION ANALYSIS SHEET Starbucks Tequesta Village Blvd and US 1 (Existing Geometrics w/Project) AM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT Thru RT LT Thru RT Existing Volume (2/23/22) 52 736 5 46 1475 13 5 0 45 4 0 0 Peak Season Volume 52 736 5 46 11475 13 5 0 45 4 0 0 Historic Growth 3 47 0 3 95 1 0 0 3 0 0 0 Nominal Growth 1 15 0 1 30 0 0 0 1 0 0 0 Approved Projects 0 38 0 0 21 0 0 0 0 0 0 0 Highest Intersection Growth 3 47 0 3 95 1 0 0 3 0 0 0 Background Traffic 55 783 5 49 1,570 14 5 0 48 4 0 0 % Project Traffic 45% 5% 0% 5% 35% 0% 20% 0% 15% 0% 0% 0% Direction in in in out out in out out out in in in Project Traffic 27 3 0 3 21 0 12 0 9 0 0 0 Total 1 82 1 786 1 5 1 52 1 1,591 1 14 1 17 1 0 1 57 1 4 1 0 1 0 PM Peak Hour Intersection Volume Development Northbound Southbound Eastbound Westbound LT Thru RT LT Thru RT LT T h r —u-F RT LT I Thru RT Existing Volume (2/23/22) 109 1670 4 59 973 14 7 0 64 2 0 4 Peak Season Volume 109 1,670 4 59 973 14 7 0 64 2 0 4 Historic Growth 7 107 0 4 62 1 0 0 4 0 0 0 Nominal Growth 2 34 0 1 20 0 0 0 1 0 0 0 Approved Projects 0 32 0 5 42 0 0 0 4 0 0 0 Highest Intersection Growth 7 107 0 4 62 1 0 0 4 0 0 0 Background Traffic 116 1,777 4 63 1,035 15 7 0 68 2 0 4 % Project Traffic 45% 5% 0% 5% 35% 0% 20% 0% 15% 0% 0% 0% Direction in in in out out in out out out in in in Project Traffic 7 1 0 1 6 0 3 0 2 0 0 0 Total 1 123 1 1, 778 1 4 1 64 1 1,041 1 15 1 10 1 0 1 70 1 2 1 0 1 4 312212022 15: 09 SUM 152 107 General Information in Vehicle Volumes and Adjustments Analyst #21-085 Agency/Co. PTC Date Performed 3/14/2022 Analysis Year 2024 Time Analyzed AM Peak Hour; Bkgd Intersection Orientation North -South Project Description Starbucks Tequesta Lanes 4 Site Information Intersection Village Blvd & US 1 Jurisdiction PBC East/West Street Village Blvd North/South Street US 1 Peak Hour Factor 0.92 Analysis Time Period (hrs) 0.25 ll ' *T t y t T* r Major Street: North -South 4- Approach Eastbound Movement U L T R Priority 10 11 12 Westbound U L T R 7 8 9 Northbound U L T R Southbound U L T R 1 U 1 2 3 4U 4 5 6 Number of Lanes 0 1 1 0 1 0 0 1 2 0 0 1 2 0 Configuration LT R LTR L T TR L T TR Volume (veh/h) 5 0 48 4 0 0 10 45 783 5 42 7 1570 14 Percent Heavy Vehicles (%) 3 3 3 3 3 3 3 3 3 3 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 7.5 6.5 6.9 7.5 6.5 6.9 6.4 4.1 6.4 4.1 Critical Headway (sec) 7.56 6.56 6.96 7.56 6.56 6.96 6.46 4.16 6.46 4.16 Base Follow -Up Headway (sec) 3.5 Follow Headway 3.53 4.0 4.03 3.3 3.33 3.5 4.0 3.53 4.03 3.3 3.33 2.5 2.2 2.5 2.2 2.53 2.23 2.53 2.23 -Up (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 5 52 4 60 53 Capacity, c (veh/h) 55 297 85 235 437 v/c Ratio 0.10 0.18 0.05 0.25 0.12 95% Queue Length, Q95 (veh) 0.3 0.6 0.2 1.0 0.4 Control Delay (s/veh) 77.0 19.7 49.6 25.5 14.4 Level of Service (LOS) F C L E D B Approach Delay (s/veh) 25.1 49.6 1.7 0.4 Approach LOS D E Copyright © 2022 University of Florida. All Rights Reserved. HCSM TWSC Version 7.9.5 Generated: 3/22/2022 1:18:32 PM Village US 1 AM 2024 Bkgd.xtw General Information Vehicle Volumes and Adjustments Analyst #21-085 Agency/Co. PTC Date Performed 3/22/2022 Analysis Year 2024 Time Analyzed AM Peak Hour w/Project Intersection Orientation North -South Project Description Starbucks Tequesta Lanes 4 Site Information Intersection Village Blvd & US 1 Jurisdiction PBC East/West Street Village Blvd North/South Street US 1 Peak Hour Factor 0.92 Analysis Time Period (hrs) 0.25 ll ' *T t y t T* r Major Street: North -South 4- Approach Eastbound Movement U L T R Priority 10 11 12 Westbound U L T R 7 8 9 Northbound U L T R Southbound U L T R 1 U 1 2 3 4U 4 5 6 Number of Lanes 0 1 1 0 1 0 0 1 2 0 0 1 2 0 Configuration LT R LTR L T TR L T TR Volume (veh/h) 17 0 57 4 0 0 10 72 786 5 45 7 1591 14 Percent Heavy Vehicles (%) 3 3 3 3 3 3 3 3 3 3 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 7.5 6.5 6.9 7.5 6.5 6.9 6.4 4.1 6.4 4.1 Critical Headway (sec) f 7.56 6.56 6.96 7.56 6.56 6.96 6.46 4.16 6.46 4.16 Base Follow -Up Headway (sec) 3.5 Follow Headway 3.53 4.0 4.03 3.3 3.33 3.5 4.0 3.53 4.03 3.3 3.33 2.5 2.2 2.5 2.2 2.53 2.23 2.53 2.23 -Up (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 18 62 4 89 57 Capacity, c (veh/h) 50 292 61 254 433 v/c Ratio 0.37 0.21 0.07 0.35 0.13 95% Queue Length, Q95 (veh) 1.3 0.8 0.2 1.5 0.4 Control Delay (s/veh) 113.9 20.6 68.1 26.6 14.6 Level of Service (LOS) F C F D B Approach Delay (s/veh) 42.1 68.1 2.5 0.5 Approach LOS E F Copyright © 2022 University of Florida. All Rights Reserved. HCSM TWSC Version 7.9.5 Generated: 3/22/2022 3:10:55 PM Village US 1 AM 2024 w-Proj.xtw General Information in Vehicle Volumes and Adjustments Analyst #21-085 Agency/Co. PTC Date Performed 3/14/2022 Analysis Year 2024 Time Analyzed PM Peak Hour; Bkgd Intersection Orientation North -South Project Description Starbucks Tequesta Lanes 4 Site Information Intersection Village Blvd & US 1 Jurisdiction PBC East/West Street Village Blvd North/South Street US 1 Peak Hour Factor 0.92 Analysis Time Period (hrs) 0.25 ll ' *T t y t T* r Major Street: North -South 4- Approach Eastbound Movement U L T R Priority 10 11 12 Westbound U L T R 7 8 9 Northbound U L T R Southbound U L T R 1 U 1 2 3 4U 4 5 6 Number of Lanes 0 1 1 0 1 0 0 1 2 0 0 1 2 0 Configuration LT R LTR L T TR L T TR Volume (veh/h) 7 0 68 2 0 4 19 97 1777 4 59 4 1035 15 Percent Heavy Vehicles (%) 3 3 3 3 3 3 3 3 3 3 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 7.5 6.5 6.9 7.5 6.5 6.9 6.4 4.1 6.4 4.1 Critical Headway (sec) 7.56 6.56 6.96 7.56 6.56 6.96 6.46 4.16 6.46 4.16 Base Follow -Up Headway (sec) 3.5 Follow Headway 3.53 4.0 4.03 3.3 3.33 3.5 4.0 3.53 4.03 3.3 3.33 2.5 2.2 2.5 2.2 2.53 2.23 2.53 2.23 -Up (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 8 74 7 126 68 Capacity, c (veh/h) 462 117 472 83 v/c Ratio 0.16 0.06 0.27 0.82 95% Queue Length, Q95 (veh) 0.6 0.2 1.1 4.2 Control Delay (s/veh) 14.3 37.5 15.4 141.2 Level of Service (LOS) B E C F Approach Delay (s/veh) 37.5 0.9 8.0 Approach LOS E Copyright © 2022 University of Florida. All Rights Reserved. HCSM TWSC Version 7.9.5 Generated: 3/22/2022 1:20:25 PM Village US 1 PM 2024 Bkgd.xtw General Information Vehicle Volumes and Adjustments Analyst #21-085 Agency/Co. PTC Date Performed 3/22/2022 Analysis Year 2024 Time Analyzed PM Peak Hour w/Project Intersection Orientation North -South Project Description Starbucks Tequesta Lanes 4 Site Information Intersection Village Blvd & US 1 Jurisdiction PBC East/West Street Village Blvd North/South Street US 1 Peak Hour Factor 0.92 Analysis Time Period (hrs) 0.25 ll ' *T t y t T* r Major Street: North -South 4- Approach Eastbound Movement U L T R Priority 10 11 12 Westbound U L T R 7 8 9 Northbound U L T R Southbound U L T R 1 U 1 2 3 4U 4 5 6 Number of Lanes 0 1 1 0 1 0 0 1 2 0 0 1 2 0 Configuration LT R LTR L T TR L T TR Volume (veh/h) 10 0 70 2 0 4 19 104 1778 4 60 4 1041 15 Percent Heavy Vehicles (%) 3 3 3 3 3 3 3 3 3 3 Proportion Time Blocked Percent Grade (%) 0 0 Right Turn Channelized No Median Type I Storage Left + Thru 1 Critical and Follow-up Headways Base Critical Headway (sec) 7.5 6.5 6.9 7.5 6.5 6.9 6.4 4.1 6.4 4.1 Critical Headway (sec) f 7.56 6.56 6.96 7.56 6.56 6.96 6.46 4.16 6.46 4.16 Base Follow -Up Headway (sec) 3.5 Follow Headway 3.53 4.0 4.03 3.3 3.33 3.5 4.0 3.53 4.03 3.3 3.33 2.5 2.2 2.5 2.2 2.53 2.23 2.53 2.23 -Up (sec) Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 11 76 7 134 70 Capacity, c (veh/h) 459 102 473 83 v/c Ratio 0.17 0.06 0.28 0.84 95% Queue Length, Q95 (veh) 0.6 0.2 1.1 4.3 Control Delay (s/veh) 14.4 42.8 15.6 145.0 Level of Service (LOS) B L E C F Approach Delay (s/veh) 42.8 1.0 8.3 Approach LOS E Copyright © 2022 University of Florida. All Rights Reserved. HCSM TWSC Version 7.9.5 Generated: 3/22/2022 3:11:57 PM Village US 1 PM 2024 w-Proj.xtw W >- LLI 0 < LU = U) , , < b -Z U) co ob� �03 iz,< JA �2 z< t Q<� —z �D- S z< OE <0 0' <M :—i 1. Lu j3 LU V) X Lu LU no =1 �� D� w 0 Cn Lu 0� of LE�u a 2E C) I z "n = = w z F-: z m 0 Er C) , w D z — D �- < 0 7i > w 0 z OU3 0 0 F- o .2 0 z W, w m �: of 0� �j F-- F-- 0 0 w 0 >< 0 —W—Zwum=o 9 W 0 o O=XOLLJO LL, Z LZ 0 1 LU (f) F-- LLI 0 F-- C, Lu 0 D) 0 LZU z < Lu LU 2E 0 Z w 0 LU 0��< =LUO�F (.) co U) w ODOO-1 . -, 0 < F-- W �- � 0 0 ll� LU 0 wmjoij vis�inoDi �; Lr) =U)= OLLJC�Lu oof=O zm�w 0, co � D- co EL 0 U5 0 Lu Z) - <O-LU=0 ZiF--p :!� :!� :!� - LZ co 0) c co ME< 05 co MQ z z z z z LL, U) LL F-- ff IL - z F-- Lu LL :SS3'cICICIV i3EIrMAd L.0 1 0 0 0 0� 0� 0 zw w Fw < Z Z F-- w > 0 C) G� LU 0 Z,-o <Woe __ LULUWceo2D WWZQ�3:<Q<F--D< W 0 OZ2==,-00�, cn C) cn'�; E; 77�OF--WOF--W� !� � I C) P �- z �::) 0 Lu LU a > ww-7iF-- = , U- - a , G- z .2 W OfF-fr2o0oh-Lu�- �:216C�OCDLUz 9 Er 0 U)�: IL 3: = Lu- z �-z Z < - z u 2 LU IL OW w zff 2n ZO 00L 9 -zo (1) > — — — — — z ( 2 0 (D,O F--(-)=OC)LLIOU)LLIF--Zu>-XWM W 0 LL, Q LLI (\j R z (D Q I LU LLJ Z LL, 0'! � Z F-- P: Z F Z LU LU F-- co - 0 oe Q � Z 0 4t < 0 IL U) LU G� of Lu (D (D 0 IWO L) E >wl< ca 3: E: w VE: 0 z z x 0 z F-- w (D LU Llj z � LU < L) 0 0 0) ca Lu Z< 2z co ll� 3: z o o 0 , U5<L)Z D 0 . 000 0 9 1,- C, < )-::)Uj �=z D Z) Uw Dew m < LU Uj M C) LU 0 < Z C\j W >. O� W Z 0 0 W 0� Z D � 0 F-- z F-- LU F-- CrIl a- LL, = o LU PAIJ3 Gbell!A V �sn 'o LLI U) < 0 0 LU LL, w 0� oom< x 0- (F-n- 0 < 0, ow u ui < ui Of > 0 < (-) L) co < U) dd Co LU Cl) 3: :�INVN 10�IrOZ U) 0- 0 m LL co co W >- LLI 0 < LU = U) , , < b -Z U) co ob� �03 iz,< z< Q<� �D- OE JA �2 0 z W 0 o LU t —z S z< <0 0' <M :—i 1. Lu V) X Lu LU no =1 �� D� w 0 Cn Lu 0� of LE�u 2E C) I z "n = = w D z — D �- < 0 7i > w W, w m �: of 0� �j F-- F-- 0 0 w 0 >< O=XOLLJO LL, Z LZ 0 1 LU Lu 0 D) 0 LZU z < 0��< =LUO�F (.) co < F-- W �- � 0 0 oof=O j3 LU w z F-: z m 0 Er 0 z OU3 0 0 F- o 0 —W—Zwum=o (f) F-- LLI 0 F-- Lu LU 2E 0 Z U) ODOO-1 . ll� LU 0 co � D- wmjoij vis�inoDi C) , C, 9 �; w -, a .2 0 0 c Lr) z z L.0 =U)= OLLJC�Lu zm�w EL 0 U5 0 Lu Z) LL, U) LL F-- ff IL - z F-- 1 0 0 0 0� 0� 0 zw w Fw < Z Z F-- w Z,-o <Woe WWZQ�3:<Q<F--D< 0, w - <O-LU=0 ZiF--p Lu LL co ME< 05 LZ > 0 C) G� LU 0 LULUWceo2D W 0 OZ2==,-00�, :SS3'cICICIV i3EIrMAd co :!� :!� :!� co MQ z z z co 0) - cn mo N C) 0 (\j ww-7iF-- OfF-fr2o0oh-Lu�- U)�: IL 3: Lu- z �-z Z < - z u ZO 00L ( 2 0 (D,O F C) 0 C) LLI 0 U) LLI F-- 0 >- W M C) P �- z �::) 0 Lu U- - a , G- �:216C�OCDLUT,�z 2 LU OW w zff W 0 LL, Q 0 C)CLO z (D LLI Q Lu LU z 9 I LU a .2 2n > > W cc z < z — — — — — LLJ IWO CO Z X Z LL, 0'! Z F-- P: Z F Z LU LU oe wzR 0 t z z x z w (D z LU < z o = z 000 < - C) - D LU F-- co LU G� > w w < Q � LU 0 0) ca L) OU5<L)Z D < L) Lu z co LA U- F-- co < ca 2 Z) 0 C\j W U) LU O� W Z 0 0 0� Z D 0 F-- CrIl a LU = LL, L: PAIJ3 Gbell!A V �sn UJ LU z D y LLI 0 LLJ 10 [z LLI - IF, C) LLI Lu w 0� OOM< F-- 0- F-- of < C) L) = x 0 o < Co LU ct) U) :�INVN 10�IrOZ 0 0 -W 0 Lu Of = uj uj = co > W >- < LU = Z LLI U) , b -U) co o,0 <b� �03 iz,< z< Q<� �D- cOD JA �2 0 z W 0 'n LU t —z S z< E <0 0' <M :—i 1. Lu V) X Lu LU no =1 0 Cn Lu 0� of LE�u 2E C) I z "n = = w D z — D �- < 0 W, w m of 0� �j F-- F-- 0 0 w 0 >< O�XOLLJO LL, Z LZ 0 1 LU Lu 0 D) 0 LZU z < 0�J< =LUO�F (.) (0 < F-- W �- � 0 0 00f=0 j3 LU w z F-: z m 0 z OU3 0 0 F- 0 0 —W—Zwumo (f) F-- LLI 0 F-- Lu LU 2E 0 Z U) OD00-1 . ll� LU 0 co � D- wmjoij vis�inoDi C, 9 �; w —, a .2 0 0 c Lr) z z L.0 z =U)= OLLJC�Lu zm�w EL 0 U5 0 Lu Z) LL, U) LL F-- ff IL - z F-- 1 0 0 0 0� 0� 0 zw w Fw < Z Z F-- w Z,-0 <Wce WWZQ�3:<Q<F--D< 0, w - <0—LU=0 ZiF--p Lu LL co ME< 05 LZ > 0 C) G� LU U W 0 __ LULUWceu2D :SS3'cICICIV i3EIrMAd co :!� :!� :!� co MQ z z z (0 0) - cn 00 E; U) C) En 0 77�OF--WOF--W� ww-7iF-- = U)�: IL 3: = Lu— z �-z Z < z u ZO 00L ( 2 0 0-0 1 --O=Oo,—ZF--Wz w M !� � I C) P �- z �::) 0 Lu , LL — 0 , G- m u �:216C�OCDLUT,�z 2 LU uwwzff� CL Lu 0 LL, Q 0 9 -Z LU z 9 a 2n > > z 0 2! — — — — — @ Ld -1 zwcr!z� - WOWWF 0 >- X LU 0 = LLJ 0 �E21LHD� Ce�-rp-oz <Luz!:�,x LU F-- 0 1= z z R z w (if 0 < > LU �3:20 mg(D Z C) LU 0- z (D of LCUD (D E Q F--, LU V) D G� U) 0�zo L) E L>U Lu Lu < L) w _,= 0) ca U5 < L) Z 3; D LU (D 0 Z�� < Z Z L) Lij < co < > 0 LA (n LU ca 2 Z) < U) C.) U) LL, 2E G�LL MO<=F--w 0 O� W Z 0 0 �-) W af Z D 0 LU m co W , a- LU = LL, IF, C) LLI 0 < < �- in < PAJJ3 Gbell!A IR s n LU LU z 0 0 ul, a F--< F-- LU LLI w z F-- LLI Lu w 0� 00m< F-- 0- 0- F-- 0 < fif < ( L) = x w CO UJ ct) I I :�INVN 10�IrOZ Of (n lwn 0 LU U) 0- 0 pax 5) LLI —i < = Lu 0 0) w Lu =w 3s n No i I o nN I S N 0 3 m o, =i a3aN31NI ION AINO IN3WdOl3A3a NDIS3a 0C'� _j LU - I zvlo w Z 01 LU L) b 0 fif < LL LU 0 < Lu LL g R C) LU z [if < �ry CL LU 0- 0 ova0 D z 0 F-- LL wl I < 0- ry < LLJO 0 W Lu < ~U) cc: 2 O Cl) INV LU ry 0 z C? z LU o LU -j 0 u < W >- < LU = Z LLI U) , b -U) co o,0 <b� �03 iz,< z< Q<� �D- JA �2 CA 0 z W 0 'n LU t —z S z< E <0 0' <M :—i 1. Lu V) X Lu LU no =1 w 0 Cn Lu 0� of LE�u 2E C) I z "n = = w D z — D �- < 0 W, w m of 0� �j F-- F-- 0 0 w 0 >< O�XOLLJO LL, Z LZ 0 1 LU Lu 0 D) 0 LZU z < 0��< =LUO�F (.) (0 < F-- W �- � 0 0 00f=0 j3 LU w z F-: z m 0 Er 0 z OU3 0 —W—Zwum�o (f) F-- LLI 0 F-- Lu LU 2E 0 Z U) OD00-1 . ll� LU 0 co � D- wmjoij vis�inoDi C) , C, 9 �; w —, a .2 0 0 c Lr) z z L.0 z =U)= OLLJC�Lu zm�w EL 0 U5 0 Lu Z) LL, U) LL F-- ff IL - z F-- 1 0 0 0 0� 0� 0 zw w Fw < Z Z F-- w Z,-0 <Wce WWZQ�3:<Q<F--D< 0, w - <0—LU=0 ZiF--p Lu LL co ME< 05 LZ > 0 C) G� LU U W 0 __ LULUWceu2D :SS3'cICICIV i3EIrMAd co :!� :!� :!� co MQ z z z (0 0) - cn 00 E; U) C) En 0 77�OF--WOF--W� ww-7iF-- = U)�: IL 3: = Lu— z �-z Z < z u ZO 00L ( 2 0 0-0 1 --O=Oo,—ZF--Wz w M !� � I C) P �- z �::) 0 Lu , LL — 0 , G- m u �:216C�OCDLUT,�z 2 LU uwwzff� CL Lu 0 LL, Q 0 9 -Z LU z 9 a 2n > > z 0 2! — — — — — Ld -1 zwcr!z� - WOWWF 0 >- X LU 0 = LLJ 0 �E21LHD� Ce�-rp-oz <Luz!:�,x LU F-- 0 1= z z R z w (if =:,,�3:20 mg(D > LU 0 < Z C) LU 0- z (D of LCUD (D E Q F--, LU V) D G� U) 0�zo L) E L>U Lu Lu < L) w _,= 0) ca U5 < L) Z Zip LU (D 0 Z�� < Z Z L) Lij < co < > 0 LA (n LU ca 2 Z) < U) C.) U) LL, 2E G�LL MO<=F--w 0 O� W Z 0 0 �-) W af Z D 0 LU m co W , a- LU = LL, IF, C) LLI 0 < < �- in < PAJJ3 Gbell!A IR s n LU LU z 0 0 ul, a F--< F-- LU LLI w z F-- LLI Lu w 0� 00m< F-- 0- 0- F-- 0 < fif < ( L) = x w CO UJ ct) I I :�INVN 10�IrOZ Of (n lwn 0 LU U) 0- 0 0 or 5) LLI —i < = LL, 0 0) w Lu 'w I 3s n No i I o nN I S N 0 3 m o, =i 434N31NI ION - AINO IN3WdOl3A3a NDIS34 I LU 0- z 0 LL Lul �.o .9 LU LU LU U- of .o- M af D EL 01 C) Q z < z < LU 0 Nor _j LU -J C) < Z� 0 Zo 7 ry —b 0 U- LL < C) Lul ry C) ui C) z 0 LL 0 0 ly LL 0 Lu < LU < t27 U) Lu C() < --� LU Lu IL fr 0 0 0 o c? 0 z) M z II 0 Lu LL K > LLj z) Lu af cf) w < Ld Ir 2 F-- x Lu C/) LU 0 C/) c? IQ LU Lu u)II 0 Lu LU C/) LU U) W >- LLI 0 < LU = U) , , < b -Z U) co ob� �03 iz,< JA �2 z< t Q<� —z �D- S z< OE <0 0' <M :—i 1. Lu j3 LU V) X Lu LU no =1 �� D� w 0 Cn Lu 0� of LE�u a U) 2E C) I z "n = = w z F-: z m 0 Er C) , w D z — D �- < 0 7i > w 0 z OU3 0 0 F- o .2 w 0 z W, w m �: of 0� �j F-- F-- 0 0 w 0 >< 0 —W—Zwum�o 9 W 0 o O=XOLLJO LL, Z LZ 0 1 LU (f) F-- LLI 0 F-- C, Lu 0 D) 0 LZU z < Lu LU 2E 0 Z w 0 LU 0��< =LUO�F (.) co U) w ODOILI . —, 0 < F-- W �- � 0 0 ll� LU 0 vcii�joij vis�inoDi �; U) Lr) =U)= OLLJC�Lu oof=O zm�w 0, co � D- co 0 EL (-) 0 (� 0 Lu Z) - <O—LU=o Zil--p :!� :!� :!� - mo ow< - QDF-- co 0) <— 0 LU G� Lu co MQ z z z z z LL, U) LL F-- ff IL - �Z- �oj uzj F-- Lu LL 0 0 :SS3'cICICIV i3EIrMAd LO w > 0 z U) LU Z Q� 3: < Q < F-- D < w 0 0 IZ 2E L=U Lu 9� 0 0� cn C) ZI-0 <, o Sl, LD 10 C) Z D 0 LU LU a C/) M<�-=�:Zo = Z LL < Z�Ooo 77�OF--D)OF--of�LL12EE-1--Z= a: ce LL 0- z > <<LLIEDO 0=(-) .<F-fr—'000-Lu�- —�jz W 0 U)PIL3:=LU—z�-zz zo�OOLUIEO 2 Lu IL 5 Lu 0 z D, 2 0 (n > (\j (DzO -F--C)+=OcWOWWF--Zo>-Qwm Lu F- C) , C) LU LLI LU o LU LU 0 'o 0 3: IL L 0 LU Z LL, Oc� z z F-- P z F z X Lu 1) Of CO (D 0 (D 0 m 49 Z�� < ca �M -i D � (n < LLl U) L) Lu ( g~LU F--Ol=zzw-z�5wflf(D > LU<Q�zo w < LU LU 0 Lu z z (n (::) 0 �- < @ z o �; m (< o 0 , � < L) z 3; D 0 C\! LU L) L) co D LU = z D F-- 0 p LU < Z) �T < U) m (D < F-- Lu in < LU z C) LU F-- z C.) u) 0 E)f LU IE U) T E LU 0 C�4 m ul, , m F-- LU F-- C\j W LU >. O� W Z 0 0 W af Z D 0 PAIJ3 OF)ell!A V �sn 2,.,o ® y) LU , a- Lu W W 0 0 Fn 0 LU LLI x LLI w 0� 0 x ui < ui < om< I-- F-- = 0 < U) :�INVN 10�IrMdd > % C) L) Co LU w On w co co co O 0 < LU = U) , , < b -Z U) co ob� J03 z iz,< S2 0 w F-- w � p: 0 1� JA �2 J , z< 'Z-- t Q<� —z Q� �D- z< 0' LU (D 0c) cy) cz 0- w 0 0 X WW M D U <(DO�00E--Lu�>Lu OWDZW-5�-�-,�,ODO=,Ox w ll� 10 "of OLL, LU LLI Hz �3 0 Z,0 �-=00� N w Oa 0 �5 < 0 0 �- 0 Q� 0 — M,�OLLJUM�o C) 9 U) U) 0 LU Lr) 0 - �: L>U- D� 0 z L I LU �xo 0 �< =WO-F--�*W000wzz<>� mof =0 =U)= OLLJC�LLI�-MZCL LU'Lu 2 U (f) : U) - LZ Lu 0 F-- - 0 Lu LU Z: , C() z ID 2� Fn C, LL, 0 z (.5 LL 0- 1 � 0 cr� <2T::01E0 21--P: wmjoij visDnoDi ;I- cc, co co o z z M 0 U) 0 ul U) U- F-- �� =;z IL z ui ui < - F-- 0 0 E 0� L < 0 L < LU a- < 0 LZ LL wCC 0 :SS3'cICICIV i3EIrMAd (0 0) z z z cn Of Co (/) < Z,-0 <UJ uz : Z=E- (D cl), (L Z � ae 0 77- j 0 z F-- D 0 F-- , LL, Lu 0 C� = LU 0 0� O� LU z a > Ir 0 ('J Lu 0 of 2E Lu < < Lu ig 0 = 0=(-) LL, ii W�:IL3:=LU—z�-zz ZO�000 0 (D z 0 F LU 0 0 'X' z Lu Or! z z , 9 wz F-- co z 5 > <wz!:�,x ui 0 1 t 3 zw :E LU 2 �- LLj Z Of (D 0 LLJ L) ee LLI LU Lu C) - (D W= LT LU , G� of ED (D 0 9 LU n 2 > C) LU U) 3: 0 LU @ < paO-Ox0��-�-�-Oz w 0 - F-- < (D w (If HLufl--0!=zzW-z�, < 3: z 0 0 0 LU 00 C) D LU z U) L) lW-5z<Q-�Z9 Ne 'LL, loicoca LU LU ( _)Z w 0- co < < z z co LU F-- 0 LA _j (n :;�� < ca 2 Z) z - 4 IAC'4 W U) _)u) E)fLU 0 LLJ m >.O�w zoo�)WC�ZD�OF-- y) LU a- Lu = LL, 0 < < 0-1 PAJJ3 Gbell!A V �Sn ui LU of , 0 z D y L:L:), 0 �i 1 C) Lij LLI , LLI , IF, C) LLI Lu w 0� 0 < om! Fx 0- 0- F-- = 0 < = fif C) Q W LU w :�INVN 10�IrOZdd 0 0 'wn 0 Lu U) 0- 0 0 lar 5) ui LU < = < 0 0 LU-) (n .. ui = co I No i I o nNISNO3 110=1 034N31NI ION - AINO 33N3N3=1321 NO=l I = of z af W< UO) < 0 z LL, F-- LL, LL)l LIU 2 ZE 0 < < z Lij LU J, 0 �=-) LU H< 0 Lu h 0 CL m LU a- COL m L) C) z = 0 cL 0 W, z 2 0 Z E <0 0) IE � 0 F= LLJ 0 C� < LL Z z LU= z -7) LU 0 F-: LU =Lu - 1 W M LL, 0- C) QC 0 � 0 =) �- -ZE J[L Z 0 LUS< C.) - � LU 3: � g Lu LL LU ?: �- U) > 0 0 of 0 [If 0 - 3: =) 0'0 cc: U C) 0 0 l)LUF--J<c)<= 0 LU z z U 'n z z i W�zy)<U)z LUE'00� (-) �5cl LU F-- O� 0 Z 9 Lu Lu 0 9 of 0 C) tv) �< , Y LO 0 x u r.) V) 0 r.) IL LL 0 U IL ::, cn c) zE MZ z z LU vinNIXVN (wwsc;0..j7 L ---------- z AnNININ (WW00d .,Z L S 0 01 xLL 0 Lu (.) Q - QP Lu Z ILLu D ce cf) 0 Lu N�ld 33S JV j 0 E zi LU Ir LU <0U) > 0 LU co U Z) 0 0-co z D o (D 0 )- z Z< Lu Z LU LU J cn O >: LU (Wwgot,) ol LU ❑ CO az Z D 0 T 'E < 0 II N-- < z LLJ < LLJ EN ❑ 0 U L z LZ LU LU NLL (wwq0t,) (D J7 (D Z w T Z z LL C/) o E 17 0II nQ LLJ O� < �- 0111 C) < (wW900 lo (ww0i.9)..0-,Z' (Wwggg)..o-,Z E T E Z LL LU T 0 II Lu ry <(WLL.gL),,C (D z 0 Z U) LU LU 0� LL —j LU Z 0- L0 D z LU o 1 II LU C) 0 P U) (D Z IL LU 0 0 < '0 z 9 9: '0 >LU LL Z 0 U) 00, CL ,0 z LU > z 0 U) 0- 0- < z 2 < 0 LS -LL, 0-� ❑ z LU 0 Um LZ z LU s Om LU Lu LL LLI z LU Ll zUU K Qm r LU Z C) 0 W > LU LL, LU L-L, -i F-- - LU Lu Q ZD < 0 Lzu m< 0, 2 LL < LLJ ()f 0 LLJ LU 0 LU Of , 0 LU HIONVI � U �- E (WW062)A Z -(WWS00 ..z Z F-- < 0 0 =) 0 co 0 U (n � I - (tl 03:0 CO 0 IQ Z' d Z' tr z• ■wO LU ca ox - ow 0". Z0 , z I o 3 SP • LU E�,z Ow • Wo 0 � � - 0 0 OU) LL 0 . . . Lu LL z• •- ': < 0 0 X 5050 •0 0 FLL-, 5 0 Lu , 0 . . . . w C) z 0 LU D 0 LL Z LL, Z w z LZL, LWL' Z ' �5 (D L3U: 00 <, L<L] 0 1. Cc) Is :,� LL, Z) 0) Of o ��o D u 0 ;::-w < 0 00 0 LU LIJ LU < (l) ce 'n LU LU L) Lo < x :, ZO' "� 0 af (D L)0 'Cf) 0 LLI z E �2 Z 0 z b (Wwnov) 1 II LU T V3�JV'�:110'NIVA z a ui 7- 0'. 0. so. - CO coo WZ,ZZznz Z w9 8 x F= <1 c, o CO LU , = 8 Q,F--F--z OLL 22id2gozz<t 900 (3 g C', 0) C, F: �- cl < , C/) .0 z < w �- D 5� ,-Q50wzo <Wmw00E-- Lu c F- 0 T z z Z L) O- - zip LL, Z U) ,D,= N LU (D LLI fr (D Z C) < 0 L) Z < < LU 0 Z (0 0 < LU D < 1 -0 M 0 co �6 Lu a- (L co Z 0 cn C) 0 �: 0 a- < J O ae n0 < < LU E 0 En C, zz— < LU 0 C)W 0 - C� mLL W 0 1 w �W� z � C) C) I w 7) U) 1-- 11 z z < W C) w 0 cq W, '01 w< ED . h= Z w W E �= m z CL �: < 0 (D C) 0 0 0 �- - 0 Z 0 0 � LU > LL 0 0 � LU 2 0 LU o 0 of 02 0 a LL, LL 0 Ez LU 0 z 0 E} IL g LL 0 w 0 1 - 0 LU z F-- (D z �- sof z 0 D 0 0 < LU 0 0 LU C) 0 N > C) 01-1 C) C/) 01-1 LU Q 0 L - — - — - — - — ci 0 co LU ❑ C) LU z LL Lr) I LU C) m \�7� LU u) Of LU (D D Iq z C) LU O;i LU z :Z) < LU 00 LU 0 fr a- 02 Uz < 0 Lu 0 lk� 0 1 Z¢ LU D ::i z (D z 0 K -- 0 Q� 0- 0 0 LU LU LLO z -M CD D 0 0 0 Z (D 0 m Up �-LU LU 0 LU 0 z cl C) (Y) LU D ,10 Lzu (ww5L6)"o-.c I ui V3] 1V'2:M'NlVq LU U) ct) (D z z o LU U)s 0 Z o < [If 0, CO LU LL < > LU M 0 ❑ �- =) z 0 LU [-- LU M LU 0 Z w cl < < Z ae F-- z Q� 0 F-- 0- C() LL O U (1) w w LL D Z w 1 II Q fl� Lu Z , Q C, �- N < > LU u LU (w WOLW LU (n U)LU (D za[If w >J Y, 00 Cl) b < LOL M, Lu z (D LU T of (D cn C) >- z C') Z U) z < 0co Z Z 0 O F-- C) LU w LU LU 0 C) 0 (WWOLW 1 II UJ (WWOt7) (WWOLW wwot, w W >- LLI 0 < LU = b -Z U) co o(bJ� J03 Z < S2 0 w F-- w } p: 0 1� JA = �2 J , z< 'Z-- t Q<� -z Q� fD- z< 0' LLJ (D I F- 0c) cy) w cz 0- w 0 0 X WW M D ==0WE-E0f:<!g U <(DO�00E--Lu�>Lu OWDZW—D�-�-,�,ODO=,Ox w ll� 10 "of OLL, LU LLI 0 �3 0 Z,0 �-=00� w 0 �5 < 0 0 �- 0 Q� 0 — M,�OLLJUM�o C) 9 U) U) 0 LU -- Lr) 0 - �: L>U- 0� 0 Z L I LU �xo 0 �< =WO-F--�*W000wzz<>� mof =0 =U)= OLLJC�LLI�-MZCL LU,Lj 2 U (f) : U) — Lz Lu 0 F-- - 0 Lu LU Z , C() Z ID 2� Fn C, LL, 0 Z (.5 LL 0- 1 Z 0 cr� <2T::01E0 21--P: wmjoij visDnoDi ;I- cc, co co z z w M o U) 0 ul U) U- F-- �� =;z IL Z ui ui < — F-- o 0 0 E 0� L < 0 L < LU a- < 0 Lz LL 0 wcC :SS3'cICICIV i3DrMAd (0 0) Z Z Z cn Of I— (/) < Z,-0 <UJ uZ : Z=E- (D cl), (L Z a ae 0 77- j 0 Z F-- D 0 F-- , LL, Lu 0 LU 0 0� O� LU Z a Ir ory> 0 ('J Lu 0 of 2E Lu < < Lu E 0 0 = 0=(-) LL, ii U)�:IL3:=Lu—z�-zz ZO�000 0 (D Z 0 F LU 0 0 'X' , 9 wz F-- co Z 5 > z Lu Or! z z 0��-�-�-Oz <wz!:�,x ui 0 1 3 zw :E LU 2 �- LLj Z Of (D 0 LLJ Z L) ee LLI LU Lu C) - (D W= LT LU , G� of ED (D 0 9 LU n 2 > C) LU 0 LU @ < w 0 — F-- < (D w (If gI,Lufl--0!=ZZW-Z�, < 3: Z 0 0 0 LU 00 C) D LU Z U) L) Ne 'LL, loicoca LU LU ( _)Z w 0- co < < I-- Z Z co LU LA _j (n < ca 2 Z) Z IAC'4 W U) _)u) E)fLU 0 LLJ m >.O�w zoo�)WC�ZD�OF-- y) LU a- Lu = LL, 0 < < 0-1 PAJJ3 Gbell!A V �Sn Ji LU of , Z D y L:L:), 0 �i 1 -- C) Lij LLI , LLI , IF, C) LLI Lu w 0� 0 < om! Fx 0- 0- F-- = 0 < = fif C) Q W LU w :�IINVN 10�11`OZdd 0 0 'wn 0 Lu U) 0- 0 0 lar 5) ui LU < = < 0 0 LU-) (n .. ui = co I No i I o nNISNO3 110=1 034N31NI ION - AINO 33N3N3=1321 NO=l I 0 j 00, ]> 0 LU '1 0 S 7z 0 0 m 0 Z 0 LU w w 0 < Q� z < LU W98wz 2E �i , < l< �M- Z b� 0 LL, 3: LL, ILL m LU Z CD 2 0 0 Z 0- 0 (if 0 0 — LU w , u 0 W, 1:1:�) to 7 - -. am . 0 C) F-- 0 LLJ 0 020L >wOzoo0ozow,< 0 Z LLJ 0 LU Z 0 > C) Lu Q 2 Z Z (D < 0� <() 0 0 0 F-- w 0-0 � 0 - , C� 20 LU D < Lu Lu F Z 0� LLJ Z Er Lu L 00u<0L) >0Kcn5;.,E W� w5DOOF-- 0 0 0 LLD LU D X 3: w 0 0 0� ?: 0 0 2F , < �M=wo LLJ Z 0 co LLJ 0 Lu 0 () Lu� 00= ozo0oww'u, - < 0 < OZ2�0�0 0 < o 2E 0- Cf) > w < > w 0 m 0 < d 3: F-- 0- EM 0- F-- 0 a- 1 0 0 w 0 x LU 0 0 Lu U) M, <- wo LLa LU , LU 0 CD �oa < 0 Z < Q C) --5 0 U) Lu C9 0 Z Z E 2Z OD F Of Z IL Lu LLJ Lu > 0 C.) LLJ 2 LU , U) > 0 �: z 0 0 C) Er > 0 LU Z Z) Z c 0 LU > Z 0 Lu > Z Z 0 90 Z4 0 0 C) C) F-- co CL F-- ca C) C) C) LL Lu LU (D LU Z < I 0 > Z Zp- — — — — — — 0 L) x ,0 0 in LU q LL, Z U3� < 0�_ Q Z Z LLI cf) EE F �: 0 LLJ Q� LLI > LL, ne 0 of LL < = 0 Lu 0- cn of C) LU 0 y LL, 0 0 0 < wLU rr LL, 0- w 0 LU 0 LU co 0 0 < y Lu co L) < M 0 0 C) LL, Z LUO < Z c- LL C) . 71 4 < LU 0 0 U9 Y 06 - U ULU 0 N Q ;� > C) m x w 0 0 LU x F- 0 0- J W J w I.--- o < < Z co o G w ,J) Z- �2 < 0 0 m C- < '2 0z G� = X X M n 0 W 0- �- 0 0 IL 2i � w<D)u)�D) 0� >- C) 0 10 1 0�zooz U LU <0W 0 w o I 0 U Z) a- co z:) U) in 0 3� 0 du 0 L�u CL 0) [L 0 0-' n LU LU (LUM96H24 J -J 0 in pia 00 of 0 LL < E� - — — — — — — — — — — — F C/) E 0 LU F 0 LU D z O 0 C) Lou x 0 CIO L — — — — — — 0 ry LU > of 0 0 M < ID L — — — 0 co 0 0 �j L- < 0 F15 0= Od Cl) 0 8 'LIZ) 1-0 (Z-) U) LU < Lu 0 c Is u) 0 LL' 0 LLj 02 co C, LLJ (D >- IL fr EL :!g a- Z, 0 0 0 0 0 w 0 UO) Zo (0') < (D Z of ZOZ QD� < 00< ;t 0 U Z QUO LU 0 co JZx LU L) >- (n S Z 0 C) LU O U) L . u - !E (j Z 10 O L -N,ULu 0 U) Fj 0 w Q� 0� 0 U) 0 Lu 0- C) w Z) Z 0 0 U) L) Z F-- D 1 U) x 0 00 Z Z < 0 LU 0 co D < L) �: L) L'u 10 (WWOI,q) .0 -Z iinGN03 X3-U (WWOSI,) Z Z LU < 0 0 Lu —1 CD L) LLI Q u) C) L XVH (Wwogt,) .9 -.1, < 0 0 LL 7711 E 0 C) U) 0 0 aLL Lu � Z) !� CL :) �l LU 0 F-- LU o = Z 0 LU 0 Z (n ::) 3� ne (n Lu Z U) elf < LU 0 0 LU a- <<= LU 02 ir 0- � 0 C) m V) U) 0 III III z > LU L LU F- 0 z n 0 z x 0 0 z 0 C) 0 z z LU LU Cr C) U) Of LU 0 O cr) C LU r) �= 2p—Z 2tn co O(bJ }J m N ~ ¢ HYpLLI JF aouF OyV���I•r27¢aJ pp—cZa¢p'—ZxwH�aHmUHzQQzOzU(Hx=nW¢F KU�—�z¢XW W W W U Wxzp= W E mE K¢ LUp� �m oo H= zKFUp0UwwLLmw0 <(0 WJ>w W �¢�0~�0UKp � ao�CJ prso OZ UzD�Lo�ozOU)mLuOFo o LU oa'mm�=} pUL, 0zm�:==¢p uWZ�yOo�o�owZz¢i�Z Msp�DUw00wWZ� d2J0�� b1S�f�31 � � x=HzKw zi-K Q2a��a��¢p~co zzr ul u>W�Y�auu< -F >LL :SS32ilJ4Vi3EIrOd co 0) Mo z z z oN �JuffV�zln� zn LUmg 00 WWz00EEQ 0 } wOwWz�¢O¢nW p�-0n �~H= (n�zNaaeO--DOZ 02�Wp� QQwxp¢HKLu � z 0 p�a�xw-zHzzZO�00a0 :E W 2�zOx(D0 LU wVUwwwN (Dz0 U w=W-W~wLu wp(� C,)I ?w�zzx OKmCpLU 0. Li ¢ (7 z z} WWLLW HOHZZKHZYW �Y d7z<o] zO�zww¢ 0D ¢ co � zQ ¢ ¢UO��COim7¢ �W°oQ�ZoWw0wwIA pn1Gbell!A V �Sn D O w ¢w�w�c[ om¢ Fxwa �x0¢=� -Wxo¢ p:3WyN103IrOZdd j 0- 0 a �( � o NoiIonNISN03 110=1 43aN31NI ION - AINO 33N3N3=13H N0=1 SO a 07 4 C Q a_ G7 t c c CS N R7 .2 e r °c N WI_—~ri 3 � � `v�3 � � a`s vj �_ Y 41 rh N ` — a Q Q cu— b ` L6 - LT ('47 4S C C G LU '=� Li_ Q1 L rp C ty L4 O ` Vi ¢6 s � e� � [Y1 � a W ro lo E o E 4 on (� � rtC c o� Wig'cv a m��Lu o 2 +,3 a s - z 0 a i t��s un o C 3 cu i cL (D G C% Q ? Li EL a`7 lu °C� 6 A Q C W Qr 7 �g a m Wvy cy C° L7 .0 LL ED m C] h. s' dY d' -0 C G Q c to .21 N z m G sa m E o ° o -0 cn rn . c w, rn 4a ccs ua `°20va Ecj 3 E 3 bj UU am r�r. O C5 o > C? •� c e.�o C7 gym E p j2 C SW z [:ll c JI- c a] w e al J N LU ur M D .6 E E C� x LLIJ J C O {E 9CY -O L }Q• fl.. G RirL LL J 4] C {p tGII t] � LL I LLJ �i M V) w 1, Ln Y 4 co JA _ t"I 12 L [Ls J SLS V1 m w i E Ln 0 Ln 4s m w CD fffa _4kipj- 177 a 1 UP 4 4p • - 7 �. I ► _ 0--op cog s % r VZ y 'n/ J � M • iV� r' lip AO 0 AL It A; y� f f i ' ..� _ � • �Ii � �° 1ti 1�1� O , M1 ,,,.,k,,,,_... to i . J • } 4 . f r • I "• . l 1'� ii ; s. . �—.' t't#•t7�. 'y , �+ tV ;ir. ry1 1 i i t rY . _ . � 1 i T 5 veriai Locauc -n in> . --1 > T 0 m z m m > 0, > OW C., M� C/) m �m 00 > m > > C > m 5000mmo "r 0> z --I w � ��Mw * m 0 --1 (n 2 --1 --1 0 > m m � 0 m m U) > ";;0 . wo > C� �� �� > m � m w7'mcn mm �; 0 A > m m m > 0 M = --1 0 m --1 m --i,� 0 --1 z Z Z I > > m Cc) . m. � ,�Imr SA>0 C, > _� - 2 m > C. z z m z m > om C) 0 0 0 0 0 9 C, -xm, J) > 03 --1 m m m --i m > z 0 IS 8 X 0 o -ox , 2 > 0 0 0 m �> �"C) < 0 C) 'o > m o z n > --i m CO C 03 > 0 M = m m m 0 X Cn --i � > m 41 m 0 :2i� Cn m > 0 --1 C, > A 0. P-1 CC, <M m > --i > 0 m m > > C, -4 z m F) W,�: x w w m 0 m > 0 m --i > --i W m > �)I� mx C) :10 m m �m M< m > W z 0 m C, > m x --i --i m Z m C= mm Z. m > m �= > � 0 zm� . " 0 0 w w �i t m - cn- -jcn�, mmm- w m CD m 80 (0 --i71 x = m 0 z 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 m m x m 0 C 00 m m < > m m w < 0 w 0 uw) --i --i > m M m m > m m z --i m z m 00 0 0 C/) m 0 , 0 x 0 --1 > 0 m 0 m --i --i --i 0 > > m > 0 m m > , 8 m m m mm moo--i >C w 0 m 0 r m m --i --i m m M -<OiImm 0 0 m x m m , m 0 0 0 m w , w 0 0 w , 0 a 0 x m m w m . a 0 0 0 x m m m 0 0 0 0 w w 0 0 0 0 - g 0 0 0 x x m m 'm mo o m c E 0 0 x m w m w o 0 u M M 0 M C M;� > Cn z 0 0 C-) CD m M= 0 (�n Z m m > M m x m --i Z x > m m m z M (--4 'mt/i z C m Cn 0 =1 OM CM, cc M. n w o > > __loco z < C/) > Cz: > 0 Z--img m CD 0 = > 0 0 0 7� ;r, - ro 0 o 0 7� m m 0 o 0 7 m m a o 7 0 0 7-, 7, (n M 0 0 m M 0 0 7� 7� (0 M 0 0 ;r, 7, 0 0 7, , 7, , c C) , 0 0 m Cn 0 x m m 00 M M C- 0 0 0 > m m m (D 0 0 m zi -1 03 W (n 0 > w z cA En m > 0 --1 m > --1 0 0 >:� ��Ozcn -"i�cm'Eo- zm x > i� C)?� 0 m --i m > o 0 > > m m > > 41 0 0 0 0 10 r, Ol 0, 0 (D m -P, m 0 m m m p =,� M 0 > > > 0 > > > U) X m Z (1) 0 z 0 m CO, o z m MO C m < 0 m z x > z En 0-4. 0 ZW MO mm M 0 w "'Soo Ce) 0 m m 0 G) G) 0 m m m m m 0 m CD m Z om > 00 0 C/) w z > w m , r� m m > 0 Cn --1 00 CD Cn (A m (D --i 0 xn x 0 0 , m 0 m m w 0 m m m x M>M12--�>C I m x M G) r '>M<O--i C-4 C, G, m m � m 0 Q m m Q Q, m w (0 0 -4 CO - - w w r) .n �! i� , c m m 0- m 0 c => c C z -M z m mm __Io m CD 0 --1 � 0 m --4�-O- C4 oo��m 0��00 5;lmlmn�, -1 11 � U) 0 > 77- ro c= 00 c -4 C, -< x 0 1, < > , > 0, z C, -4 Cn m -P, A C= ro M Q m 0 0 m > 0 r) Cn > C/) 03 0 z m w 00- 0 z > z --1 0 z oz- '00 m Z > 0 A < 5--imo morn CO > x 0 0 �m Cn C, m 0 > m m C) z m < 0 m Cf) 0 m �m w > m x z 71 I Cn 0 0 0 m LF�—� xm < we m M C= W M 0 Cl o F- --i S > Z. Cn Om --1 0 = Cn > mow 2, m --j m M m z < m z m > z 0 --1 Z z 0 < m 0 0 m x 0 > > x m M z § > 0 m Cl) m 0 m > > w z m 0 z --I M z > z --i m > w G) w z n m Z 0 m > M w > M W m > m w > w 0 m M 1 --i 0 > m m M M > x M 0 m 0 z CO ZE > M m m > > 0 M m M z m --i > M m 0 C 0 �i > > x > > m m > > M M M m 0 0 I C Z z 0 0 z m > w M 0 --1 M > m z 0 M X 0 CD m > x w m m M --1 M M > Z m x 0 0 z CO 0 m c 0 m z 8 a) cn --1 z 0 0 m z 5 TM 0 Cm C > x < > m C�- z m m m = m 0- < 0 Q > 0 m > < X G) m C= CO X Cn �m z (D 0 m M w < C/) m Cn -11 0 0 m 0 > M > W 0 M C= m m > 0 M x z m 0 0 m > > --i <� > 5 z m � 0 m Cn --I m m m > > > > --1 0 0 0 m m m m Cn x 0 cn > m x -< 0 m m > 0 0 m 0 > m 0 < O> > cc m o>,-Am(nm m x2:c m C., m 0 > > SOD 00 > > - - M > (a 9 W 0 -< o z m m 't; 0 m 0 z 0 > m > m 0 --1 C, m m 0 M �E n z M,2 0 m > > > > O> --i > i z m 0 o m (MO M 0 Z m w 0 � --ITv m m �i m m 0 --1 x momm 0 > m mwm>�Wz W m > z m � w -1 w (n O�000m:p m z 0 x --i > m z 0 �, m , � >?' w > 0 0.�, z C� 0 x 0 m --1 0 --i z C � 0 m C7 --i w . 8 . > 0 m M 1--lw MM> 'm i T w w m -,p -4 � 0 > m m M 0. MFO * > MM = mo > > rm Tm mz �; m w 0, {-< , --, --, M x - :� m > m r m 00 >>- m > M cn m 0 --1 0 rz C, 0 0 0 c m m m > z 0 z 05;> m < 0 > 0 0 : 0 z m x 0 Cov. M� m --------- IF17�� 17=7 T-II 1 < F mlll Z M,M, C5 �F 0 Z —00 m m 0 o m < -4 cn m 1 -4 > > > -4 > 0 > 0 02 2 M 0 0 M 0 C, mz<—Zzo--iC m I >�m m 0 o o m > w -MW M>M�= ==�immoo� — > m z m 0 0 0 z OM-4�X-4�> --40 � m 0 W�� 0 0 � I � . 0 "Mmmmomm om _50�E - C, --i W>�m *M m < m 0 m — m 0 > -imm=wm >MOO mommm� me M, m > mc W,O" m 1 0 m 0 ZOOZMOM--, M� <M < m � � 0 M< mo.w 0 > z mm m M> Or 0 > 0 m P. Cn -i r—m m G) �n z n in z m m 0 m m r -1 r W 0 m m 0 m �- 0 > m ) 0 z C m > t: C, --i < I 0 O > -i C rz m m w O I?Pljolj u4s@nb@,L W N N CZ) 0 N ��, CD _ �.�� a��NoN p 7- 0 co m 2 4;66 u u4sanbal sj:)nq.Tp�So-�j T 4-, ��z O (D = 0 U U u U U- ro' ti rn' -u V V c, d N Ln N-) CA rl O :3 CD LD Ln ,G G u < rl q-) v cl- V) 4-1 CZ/ ct rn - < Ij -1:1, -,u 21� 77- CIZJ 4-1 u Ej L o o < -E -,j 41 u > u 0 % a� —ctIII Q) C� CZ5 Lr -IT ko a �p I �\ `\\\ `\\\\ N u V Vo w � \\\ \ l r \ \\ � \ \\�\ W c I--� U) Ln V v 0�� l \ \11 I'o ------------- C) -E L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L c) Z� u E 77 P4 W U U u U U- ro' ti rn' -u V V c, d N Ln N-) CA rl O :3 CD LD Ln ,G G u < rl q-) v cl- V) 4-1 CZ/ ct rn - < Ij -1:1, -,u 21� 77- CIZJ 4-1 u Ej L o o < -E -,j 41 u > u 0 % a� —ctIII Q) C� CZ5 Lr -IT ko a �p I �\ `\\\ `\\\\ N u V Vo w � \\\ \ l r \ \\ � \ \\�\ W c I--� U) Ln V v 0�� l \ \11 I'o ------------- C) -E L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L c) Z� u E 77 P4 W 4-1 CZ/ ct rn - < Ij -1:1, -,u 21� 77- CIZJ 4-1 u Ej L o o < -E -,j 41 u > u 0 % a� —ctIII Q) C� CZ5 Lr -IT ko a �p I �\ `\\\ `\\\\ N u V Vo w � \\\ \ l r \ \\ � \ \\�\ W c I--� U) Ln V v 0�� l \ \11 I'o ------------- C) -E L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L c) Z� u E 77 P4 W -1:1, -,u 21� 77- CIZJ 4-1 u Ej L o o < -E -,j 41 u > u 0 % a� —ctIII Q) C� CZ5 Lr -IT ko a �p I �\ `\\\ `\\\\ N u V Vo w � \\\ \ l r \ \\ � \ \\�\ W c I--� U) Ln V v 0�� l \ \11 I'o ------------- C) -E L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L c) Z� u E 77 P4 W 0 % a� —ctIII Q) C� CZ5 Lr -IT ko a �p I �\ `\\\ `\\\\ N u V Vo w � \\\ \ l r \ \\ � \ \\�\ W c I--� U) Ln V v 0�� l \ \11 I'o ------------- C) -E L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L c) Z� u E 77 P4 W �'� � � �o a�G a) 0 (D :1z 0`�O d upliold u1sanbal "Ulsonba sj:)nq.Tpjc -0 >"I- 2�- ��� Mb 0 C) 4.1 t cq V CD �/� z 'a'4-1 Lr) Jill 4-j bC 19 pd;)(j Ips 6uy>jApd V 2 c� vJ L y I J u � O up 1 W Z w 1 =a Q Q a o� m vs °a s p m� -GpYlOIA ` L'qsanba� 3 O r �� @ 0 li (3 c ' u4sonbolsonqxejSo O N p O O On`` _.. m tv m m E 0 m Vl E dl 0 0@ LL LLl LLl p U r r= -� -6 .. > O O T= 0 Q _ T N V M J n V m U Z cal OO 0 N =b _ JrLW @ 3 cp -3i LLl ill 3 u�jd aduaspu�� m y CGQ G �G N L cl �Ul!— � r^ O rn _O O Ij O d O 5 G t J V Q � J� �Jo o zW a Z Y4b �Z� �m vV vv w OoLLJ r1 G�Ow =" O ZZQ QZ w QQp JOw C7Q F-NF' �� ~ Ogg d w—`LLJ ZZ n w m w r O O ) Z = O� w Z p V S h- w- Q J LPL Q Q m O -� CL Q J Q Z � L✓ % Q o mac) w Z O O w V Z i Q = Q O w 0 w Z w w p- Q Q wO0>N Zw0 p �V ZF.� LU V -pm-✓Z wwww J GV w Q J K w o w O Z w> Q =° O CC p t O Q Z Z Q O p Q w v w w W m<> V y 0 J ao.wSZF-- w��V Q w Z O O Z Z Q F¢ g w Q w Q p w F S J O w ro C w a W w Z O m d Q Z 0 0 w F= p Q? Q Z Z > Q W Q J w u d� w� � Y O w �<:s t, < Gp S J J Q vl J U G W Z �-- W U Z Q z J J FS.. J v p J d Q o.wQQ,wwS ZwwOQ�f- �t--"\'ZO JI1- Z p_ w° Q w= j O d Z> Z w Q w w"zS'wzUZOJ��=.,wZ�l=--w`ti�'J����wZ� LwOZ�Qx0�� z F Z Q~ S> Z p Z w s d 0 0 v c F w w Z o Z Z Q S V d J Q S S O O Q V g V w w Q O w Q Q_ Z Z w Z Z Z J p f ���JVpQw��'"ac dOu JL,Z�V O 00 SZ»dw 0- > Z ~ }QG c Z pVUOOZ Z Q> Q I z d S Q O O Q �> Q> Z R --, Q ->> 5 Q Q Q Z O Q V I p Q I d J I Q— Q I V W I� 1> I S O I m I> U I v-, I Q m I Q Q N ° E. E y O N E o Chi E. Pa o cC F E o E° M E W E" 0. F , It a o iL '° � '° o +j Wc) Wa, WE-1 WI9 W A W9 W� Ww P� 4 � •gypciO3, 6� � O � y 0 (U ' y Fq s. a. E N .. 7� M C� W CA LL U m m � o m � :� p, Q. o :� r U � '� � ci � 'x �1 � ✓: CJ U �, i� � W U (:Dny-)o oo lip i p/ you, Ovvj _Iwo T a Z« \ \ �T , /4L � I I I X W �I I �LI I xI IIw JAI dul>1a21d .x]l II �\ JTY L 1 IF- = -I F �T� -1----II-T LJ \\ ---------------------------------� \\\I I \ n I I 11 V �VU II \I I X \\ ��N G S NI O N N r1 I U n z t X o o �� o i1 -0 >, N ` M nt 0 - " �,,u4sonbojs,--jonqxejS 0Qj Coro a (010 z�� _ 3 E0 �I� O toufl_6E IL ill 0 .. .. O >. >, O O Q � ram, QI iJ O ° m c 0@ _ LLl LLl O y -6 c 0 a N �O U F n 'a Z Q N . �, u� not ��t taad ad��s u� ti ° ° J Rl O ,-- 3 id .� .i. S p 7 m p-- -.- > = o o L`� O • V=O�-jRIU �N�m3 CC�G N � —Id)OL AS =w ❑ wm LLI a: 70 ,- O W = 6) ZZ x� Z ZO C7� QpcC ❑ LLZ W 1� p w -❑ ww} F mw F w C7 WFF is owgo 2. 2" xFwl oW ❑ og � ❑=um x zF o SFJ I JF z mwn =�Fx2 JpwF - FF --- wIi w (7w "o ou)❑(D F �< FF Fmx _O J< 0 ❑ N <0X x 2 Z �wpM J zQy Y O=Z} CCmalll QU !Y z2 Iw Cnp W Z <U ❑O wKJ Z<❑ F O Z M <O(n 2 / O O W - �Z O ❑ w (/1KJ W w ❑U w- V) ❑ W Z W w Z 2w Z Fww w LL W w F o iu ❑ x w w w w Z m x w w n ¢¢ z m 3 o 3 a 3 W Z Z W, o > uri m 0 0 0❑ IU m=� r 0 W Q F w= Q JQU-cG U LL' Z W V) W W Q- CY F F z J m 2 ZF �� O U CCa❑Z QZHww>FO wK�XK(n Z w'�<a O ,, gxO W Q❑ Q ❑ ❑ Z0m aa~J V)0 } F w W W J (n F w w m Y m ❑ W , S o❑ F- m w F = m U x<- O m w < w F- n Q1 OFF w mm�a�WKz _z0ga< ¢ w<w= (D0w(n mLL>J �❑ wo- O 0 z} m o FFww z 2 mJ 7U1 iMF J mLL' (n ❑ }� F W Q N zi OO J m N H x LL Q Q LL JU m-w' Z W (n <<�zF L w ZO❑F mw❑�X W OLLO _X ,-�Jw' W ❑ w W F2 }¢�F w¢ w J❑= v F02w P: O O ❑ p. F J Z d W U O m� O❑ F U z H Y Y � a O�= J W F LL❑ F o w ,= O J F w w N w U) F U w' F¢ O F LL F O Q< x `~ ¢J_ _ Cn ❑ W ,n W x wF Z V)W CC W W WO-w JJFO2 U) Qi ¢ m Ir w�� ¢ LLUW W U❑wwcn0 w' g¢ > F o U Q J U a F ❑ F Z) ❑ U J F JO❑w❑ Q=� 00 W mow' V)LL <J w. CC :5 -� Z)ZZ F W F w' < ~ J W W W w � ¢ F O} x ❑ ¢ F LL m _ m 7 LL m F WQ w a Z Z U U rY 0 r OF Y o x U)- ¢w.F W W 2w Z2iHwm LLLIY❑m¢IWi U JJH U Z<YZ W a❑U ZQ aJm W ow W LL Z U)FFQ ❑ rr(n W }r O O K/� m- ¢❑ m¢Xw,i ~��z=x0 W zUF2 F <= -) IFFY F W 0g K w¢ w' Fzw< LLw❑ZF - U m }Nr(YFLL �- V) W Jam¢- W FU > Q F}Y U) 2 �U W Z- Q J(n W O U❑ w cox Z_ F H W W J U �wz Y- K FO ¢ m Z-JJ- J Ow(n} O fY W O Q pp FU W JO m� �O��a J ❑ J wJ w OC7xx� ,L wF FFFx ❑� uwiUU .-3w~ 0:lZDgxcz0 z ❑❑LL=�z 0}Fa3¢-� F�a3xw F�V FZ n¢zL) w d F F V ,i w m 0 0< w ❑w a= 0 O w H z a Z w = w w o O p w = p „a Q j LU LL> W p w w >-.= w O U O I.LL Z¢ w `/ `) Q W O H U} U F w d m Y Q U J V W m z Q Z g V) 7❑ Z w U F U F-¢ 2 m O H (n W w❑ < Q w ¢ ¢ OU V ¢¢g< Vm FaV J <�>J a o_ » p� z nm = V wFU O Ur wUm(nw W JmmF(n<¢ O¢Ja-O�w ¢ O�wm= Cl) ❑w'QLL rOjOp as OZ- ❑ W YUCD w W j"J6 } w Ow'�aw'O a z� w��?� o�Fi�w❑z> n �¢=❑FAO J ww�ww n❑ n w0¢ W O W OOJ a V m❑ r xK¢❑Uz w w 0 zU❑zwJ w J O w a o a 2¢ ❑ J 1 ❑ F ¢ w Y O< �0�=� m= <w�gUO ¢rmxwa� 0>❑¢N t/1 �pz❑ c�°'¢ w (nU w❑w m <U00 (nw0-z m ¢ z-0❑ V LU w ¢�JC7K x JQ(n W W F mQ JOrXLL w Rw¢J0 Z�<z z„ ❑O wLL wm> (Fnm(nx FwFOO�Z z a LL ❑w¢0}❑ LL¢ ❑w w a❑ LL p w Q 2 F w U LLw _¢ Q< w V O g J❑ o Z C� O w< J O Q❑ OF m m❑ W O ~ U o LL F K ❑ 0 w m Z Z> x U 2Zmw} ZZQUj� J� O�CC J�wa W �❑ W LLO f�S ¢ZwZ wx W w W x� m�>Z Z wZ¢ W f=w W OK�¢ W > LLwaYwU 0 -❑QJF -<pmw0 ¢F W O�Juj00 tr W ZLLrJ v Qx_O �H�❑x F ❑> = g� W JZrOQJ r LL O m W C7m70 Z❑ W zxw V) w'w' W W r 2Z FU <LLF V) W J <U¢< OFX I'-) O-a J F Z p Z U K w a =<J CC¢J O w w 2ZOU0 z W �❑Fw� WOg�mzV)O W 2 --L x OV7 WJ0 V)UW U U3x70 �� W w ¢ w�<� �(FnJFw2H z (7 W >F-�<F �g �H�U<z aU�~~� W W Q2Z000Z C27 �(wnwZ ¢(Wi)LLIWi LLI ��(wi)�~ pg >� W �Z❑❑ ¢Z��Uz V) W tY mZmZm7 WW Fx<zz¢ ¢zOWm=zw ❑93°0OWY 2 ❑50z< (nLL¢mz NFOwo ¢❑ �� m Fx❑z wwZ�wOz (n > m JY❑=❑w Q w 0❑ w 2 w ¢ x 0 r w ¢ w ¢ J aF �J�wFw zzw�>>p V (n=CCz_ W V �w<FF C� v0�w¢ dzw0v C7= aN J 0�❑ am JOCCUO rY O o amz3 W 0 F S x F A LL F U' F J J Z J Q J U< w Z F J F w 0 F x o< Y< Qw Q Oo W wC7<QF F ¢ w Q W J 7�� W K W z F ❑ a >(<F � ¢ Q-(nF •-I U) (/l wlo --< 2 o Z (n �2F--F ❑¢ LLYU3¢0 `(?} W „zm2z Fawa❑z❑ Z Qz JFLLI o00mQ LLww�F aw (r¢ W.0 0 ❑ooc� ❑z�0 W w� o ¢ u)C7=0(nz0 zz JU¢ujX_u MZY as KFg Oz ZOZ U�-(nJ W OS V �❑aiOQ - w LLw (n❑ Q<F wzw 0 � ❑ W ZrH W U g 0 2 <m- W LL Z<0 �OC9 �K-Z<} ¢ ❑ J rJ N wwUH ¢ W} J¢❑ v w w 0 o V) w w, f=Uw=mQ F� zQ❑wOw FW�Ow LLYF �wFF❑W } o wOLLzw 00p w(nzLL F 0�-`�_� xQwOOf< J W < J Wpm--Z O Y Z w J- F Z Z- w `` x F QU w U W JLLJQQ rQO¢OJr x F}¢ I -I V) F w2 xm OO O z �U)(nF ZI--, I-- gF W W z W CC .6 7�QQQp W U` U OKK Qw U) U)❑Q p¢FFQ d O W U) F Jz ZNCCOw SUOF V) F f= W O O ~ FZJFZF KO ❑ X W o ZJ ❑ W wU w=J U W V) 2 w Jww V) w ❑' CC ¢U3 W LL U' ❑U) lll¢ F ❑ Z QZ w W US d' W �- V) I Q�QFLL' H�Z U w0❑ Fm N a 2 wm �--� Z}¢ ¢ W J V) U Zo W w a> �o ¢g2n¢Ww JxaizVoa wo~UQo= �❑ wY¢oz fq �❑ZW° �=��Q ❑oo �n�o z �030� N aJcxiZ�O� V1� aW m O O ❑z 0x❑7Cn_Z z¢z O xU ❑¢ < m❑ (n00Jz 0FU w F O 2 J r� QQ S2 (n I ) w m�¢0QW(n U ><Zpzz W Fw L7U CCU d2�F O FQ}wJ Illw❑Z W ❑ J 29 W ❑ _H(n- u UwZ UHZ ❑ Z c7 > Z w- QM Y_Z F- g U m J_w W - W w ¢ ~ ¢ Z Ow' o ¢ +1 .. ) ❑ mx❑ x �� FF L oo ��> n �� w o O ¢� m z u,>- FCC x w w LL- CCLLJ az o �¢ n ¢w Q❑¢}= 0=w�}�� m0wwwwx ❑ ❑W (nF�LLC7 ,� �°'u�o mJ❑ww O ❑wo 3�0wi N �v<�¢ow rO� z W O�zzFx in x OQ nw Fw Uw�❑O m 0wC7F m z QLu QU UZ F V p❑ ¢JU0> F <wN Q> OF LL n� n (7 mzu �7 Fw=omF YYw�cC V0 p (n�zrnOx� z mx 0¢❑w� +' w LL¢ F m } O U w❑00z w❑z�w} m U JwFm�x w z0 F�UON❑z ¢C7wFF�wz �QU ~C�❑ O (�X wOw (� wLL 0w �x<(n¢ < 0z❑ JwwF w W 2 FO � ¢2 w F O ¢� ao->o Fz<¢ ¢�}x wLL¢0❑-2 gym- z��nQ �oo�m nUHF mc�❑ oQF? w 1,oVgZ V oa<�u m c�� mom¢°¢wF F JO WC)0 U)-w mw<❑ (!) W pJFW= (� ❑� Qoo0< ti JV)wLLJ FKKZF < 227 V)ul¢w m V)F W Z U wz Q J(nmp W W z3 - ❑--=ZU,W 0-0 F }FLLw ❑DOJO zo Fww}Fg„z 0J JVF(nw (n J(n J z W 0 2 w rrw W z g ¢❑(n- m r z F O m (� F<wJ< w a (� wmV w C7 zJ a ww �+"� F ¢wzuf¢ w NNZ7¢ zow NowN w ❑ w w t/J «V>zzF S z� z <¢z<J¢� z JZ > W Fz0 <, Qw 2'7w z <w W Q<x z W LL wuj wZ U xZ tn= N OJ K F U W ❑ Uwli U o < (n Ow'} 2_ ¢ FOJS >-� w F � U mY< m JJw w W xF J 0J Z �O OU>wm (nw-OaOw N F Ja O W W m wFwU F- OU ¢w w w2JwF F ¢❑O> F (nY UFFUO x V�I¢ J FFm 0 mm¢ �¢cC� z (n¢OYw ❑ U� a w_ U >FU F(n z }¢ UwC��mw }w0F J z VC3LLJ��❑ z oU <O¢ LL (L ❑ ❑_¢�❑ F- mm0 w z o -w �wwK � ❑-y }=�QF �i zZwww(nw �i ❑ J❑ J F= QZwz�Zm < a X W �J W S p�Q¢�OOw < XwwwOpz < Q¢ w0 =w O Ox❑-O wwxw2 OZ� w(rww ❑ O ❑w LL ///TTT{{{ �n-w=wZ Q� O JC7 J J m0=MHO❑ a g o W ❑(n W m-- C.�F�.� F LL FO W. m❑ULL a 0- Jm U w� VLI d (n Fi.IO V) LL LL wQ F J J LLU LL «LL 5) V)� g w Ua `V g OU] a Hw'- V) Q W a F a U H O❑ U(n LL ELIa MI Lki MI MI NI NI MI MI U ❑ W 7 ❑x CC W z mz J LU LU < O Z < U O(n m� LL,❑ V U LL W OS LLIr < g }� J U ¢ z❑ }w 3Z ❑,3,E:0 W Z U LLF W W ❑w W z Ox ❑~ JOw ¢ wx <W J 2 LL m W < QCn w0 W ZQ W Lu w ¢ Z W W Z ❑�Z,.,) < Q W }F W ZZ <❑(n ❑ W V- mw,H J lw' J W O w mU ❑w ❑ F- J K x 7 F w' W x m¢ W 7-< z w F J S z LL m¢- K Z K J tlj w W� W Y O LL W F ❑ � < z < (D OJ W W 7 ¢F ww� FOa W m ULLLU LUCnF W wF<O�CC� F�Z�¢ 0❑QJU' �� (� V � V wOF LL 2 (7¢ 0(n z< w❑ ww�U ❑ 7 UZ W wOUFaJ zOY<LL O W UFF W ZZ �ZwJrn < Q W x7¢ww F �w w< �Z- o _� w ❑- x o< w m Q V z ¢ a(n<V x ¢_V z < <rn m V i z 2 ow z nw z Q� 12 ❑ OQ O F <OgOm J W �2 JJFZZ a F ❑ w'(n>�LLl r rO J� W w�(i0❑ w' W , -- LL QQ< J ❑ V Z LL F w' F w V 1 V) W Q U 1 J} w❑❑ w <O V) Q* (n U U J w❑ W w w Q Q w Z V I J F Q V) V) r W 7 J V m J Q Z U U O U w F w V < F <O Gm <W U3 F ¢mWw❑ W W J SOU` FW ¢ W ¢(nFNwpW g W ❑¢� J F.�O Ozz W mw. OK ❑ w w < Wa ZQ JF .�.< �U�Qw 7 zFwUptrUz¢ (ngz¢m z O0=7z(nFFx w,-m(nm = Opp~� JO¢ < g0 _rZ jz� ¢ w 3Q O, IL U = Z o z<> O LL U W W O Q Q 2 W W U w' J LL r W❑ w Q V) z a J co o 7 J 2 = < V) ❑ a O- Z (+ J p Z Q W QF �`n m�a❑O Z Ow00V¢wuiF z�gw¢Q Uxp=�UFO OaZ¢Z OF Q�pLL0U0� F < F ¢R zZ aQ} a_ wLL �~ 00 <z mo F ww w NmF< QwiwO2w z(7FFzwJ ❑gQ,�F F FZ o 0a0 v U I1w op wJJ 5 wm , 0 F Q a w J LL w z y❑ F Z Z w W} Z 2 Z❑ W w'(n F W w (n O F a a W w F F W a U F w < ❑ w w ❑ w0 w wi Q wm<ZwF w<�<w¢ ❑ Fw rYU (F-n0�¢� �JFwa��J w LL(ii <X �❑ OV <uw = O U- U- ai= m w Z o o a r Q w ❑ o g 0 a-J❑ 0 z Z w U p U= z¢ U _ ❑ x O w w Z Z F O Z r x F W ,- W z ¢ w< Z (n W LL J LL F F O V) W Z F IrU za Din<W(°g x ww'm�aC7>>wJ O-ZW Wes¢ 0mQ pzFm Z FU<� KaQ ¢ zZ F wa ,)p �p mod O D- m J ww w ¢�C7=❑< (n =LL�QR?zQw �00(nz x CC (nwmLL¢ W p ¢Zc QVQ a W ❑r w < Ir O oLLZ p Jm 2m V) �.J. 2 z z W W❑ J FFOF W Y JLL ZZ❑ W F a- W w wU wLL CO J W ¢Z o KZU2U w m Hl m 2 F O mw LLa - w2 W M Qa F� OZ ❑Q <QUJw �} QQ �JFQaw� W Q }QlYZZ Y�O❑ W <Z ZJ❑dQ J = J❑w QHOw coZ a CC zU F w07 HmQ ¢ =Z W F z`n 2❑m�J K O❑Q J�OCCmF JF<¢ O <w�mw¢¢w ¢¢ J QJOwFm w o F U O W Jm LLz w❑ FJ U 0¢ FZ -- <gw = o=Uoww F mW ~ W ❑�=0 ww0v owe Z0o❑z m >a OF n< z gC7 Owz ma �z ((Dg o z �a Z-- F LL W Q w F Z, n 2 O F zF z0 c70"o(°> Z ¢}zwQ pFw ❑O F J } Qmwoazaw OFpz- F Zw(n-FZ w Z ¢= V ¢ww <a mww m ¢ 0❑ mm o --t Z U<0OFw > > 0U¢a> 0 ZNQ ¢p SF�w'L<ww z <z Z QwzwcCm0(n F L'" if V Q ->F zQ Ow- Q w QO 3 V g z z-w �_�- z3 F ¢ = xLL z Sw F ui O w �w LL❑ CL mw J, 0w❑m w0 < F ¢ <30 Jwm X a O (Y z- �� z Cl) Fb5 OQ U) w W szw, Z>w'O V)Cn o �(n❑LLH ❑ww o�>Pw o ,)F Z UJ 2U,. 2i a�fr. w lZ1.IJZFw J�7 W K CJ 2 F �> wC)= Z❑ ?~< W U U w K x w '! Q O LLw F V) K a Z o U z w U W LL O m F z=¢ a a F a Q O F< w U V) W 2 a w U O F J p w F ¢ z 2 pZ W Y w W H W �1 Qx F,u J�JC70w w wF0 wx2z� m0�w< ¢V�wrr�Fw aiw"ww wwOm❑xwU z 0 U- FAN Q< ZS ¢l i,, ❑X FU1Q w'wwm�❑ OW}}xFQ¢ WZWLL�} J�w> W 0x F F K F H O ❑w zX� w'W �OJ 2 of <~ =O o w F U w F 2 F F w F O z m 2 w w w 0 F n n F C7 w x w C� z- ❑w w ❑ u VmJ 3 wz Q uzw z¢ww<cC <F m m wX ww-¢- z ❑ FCn J (nV I ❑ FFJwF W LL <V ww- w Z U m x o <_ ❑> �� F w0 gJ w❑a F JJpU 0X<❑K❑oOUCC m��w - Oa�w�w�K n0w�z m WzF�wpO z QF 2w� J _< - MM: X LLz Ir P.J �<u ¢z❑�(n¢ U ❑W,ZLO<>�V00 ,IPz¢w� rn z¢❑�zOF< zz<�w O �z�JU~mow F w= ~Z� Oo W<LL J uSF pQ �< i-4 � Y � �❑ � o F Q� z z2 w O � g p a O- J 0 H < x a cn } O z� U) F � Q F O w g< w U z U 3 0== p Z 0� z ~ ��❑ H❑ p= z Q< J J J o OF z2 Q w }0 mQz m w�JF K2 w�OZ¢<w3<<¢ IVwoF� 00❑¢¢aN�< w0xm0 z JFnUFO w O <nF �z V-m wm<¢a m} 0J mw •O mm ��g zw0 W LL mz w❑ww(0nm0?=m wop❑¢= > mQ(z7 u2iLLccwai wwFOH LL �FHO,LQm V m O a�(<i> d< ❑ V w Fw��� c7z J ~< F(7 ❑❑ W S O V 2 F W J ❑ Q Z 2 N❑ W F w< z ❑ Z W Z W Z F V) J LL. O Q x❑ O> Z ¢ < O J m F= Z J F ❑ } rG ¢ F F Z O O g Iwj 1 w Z W m U` Z❑¢ Z m LL ❑ Q S- _ F- z J x O F Z¢ F a W v W ZQ <F z w x W U CC w O Z F F J w W Z2 U ❑ W-w' V)- Q J W wJ O W JZ< U��F<< F❑ Cn JF W 02 �1�1 F 2 _ aK� m oJUQJwO❑w W FU <= > F V)Q Z0UZ0 U za J ¢ K O_ �F ¢ ¢ w U 1^� ❑Ua J ❑ J O¢❑FZm �LL OLL}❑JCC¢�FWw W��U❑Z (n W F❑ZO¢>K O❑ W FO K J F�ZJO W W (n= zz UW> Zd UHCCw¢N�� J� Jw Z F Z<❑ wF <❑z Z O m W>F >Z O �} < W (y O J�N J ¢ J m� 2 W '-,-,.o WO �<J K Z paaa�Q pO QFjFOU O❑ nQ UVO n2J n QU FOFZ YO a❑0wQ LL Wg<U0 Q U~ F F� ❑❑ 2K0 ❑ ❑Zw 7w�m << L z W <~ Z In W d m2 N wJZ U JZZZF JLL W F w W UO(<- LLU� U m LL LL < F �LL W �Q a C7N ZUU(nOM� J W � W x W� U �F 0Nm FwZ < mwF 0 W� < wwzmw�0 a-�- < ❑ 2 F�z LL�¢FZ W F FF Z F zL Owm J- J z < x rn U�g wo3 ❑ '�mLL�❑ >z F=❑gzooxQp �mF�3x z FFoFm��< Vc7�¢c< mw '�»z❑zomw W ¢ ww ¢¢w w z WmF ow �mF�wwwa <m° w = Fow °z�Z U) Co W Z J❑O z 2QOOzm �2 �jZOOQz��< W ZF(n0� ❑ Z ggZZU�F W a W ww ¢0m ma wQZwQ C, (n U == V J pQ0 J mO�-VL)L) w OJ(Fj -- O m a ¢ JJ W ¢ ❑ J U W ¢ W w'U, (nF W Q W U ❑ ❑ Z W Jz Zm ❑J W J U ❑ FJ< F�J Jcnw W JLLF QFx 0 JZYw KF F x W 00❑ I�I"J Z O wwO�OF W Z (n2 W ❑� 2< w'x QQw_JUtr Z Z Z Q < Y ❑ mxJ 2Q K�wo,n000UU ❑=w m wOJ W U U J V) u) F W w O W z❑U)F w CC❑ W > Q LL W F OZ 7F ❑ w m ¢¢ U❑ w-,OLLO <❑ W w W J w' w' m < J w- 2 =LL 7 NON WU)a W z <U W w�x U u)JOaul O Zw- LL 2 w' ❑O ¢2 O ❑- < � J Z J(n _ COVW O x xFF ZQ F- W Q W 2 (ny O Yd U- Z 2F W J K� F K g<w� F UU OF W ZFQO, ❑ < p2U V) Ox0 Z 2 wr_ W CC W U V) <J << O Q _ ❑ x Nu) JF �J < mZ ❑ U W W J❑ ❑ W J W w, w w'N�w' w=U k K F wUm F wJ W' W J F a'" CK W (n0 w2=w } z d ¢`n} <pz HK L U mFO U)Q FU W J Q(n0 mx z. m W =w W � x W J W J Q U U¢-w U < <z V) U)w = ww wUw � F W w Z ¢ (� U wa3 w F❑ m� JFF❑m0 W wm W W zUOz O W ZJZ--max < V) OF mw } U < x< �Y wwxF000O00 J 0m z 7 2O O Fwaw_ U) U)� Q- �w U < >-U<J< V) Y m F ¢�W �¢ LL 0 owz x J< ❑F J<0<wV }w W VF�wzQ J �Opom3¢ w J J <Lu0 n,) 3 O 00 N� ��i m n �z =<3¢ war J X ❑ z_F Z ❑ F N LL Q J O LL J ❑ U O J ❑ V Z m m m m m m LL z (%! W ❑ rl In JZU =Q U) OO V)O ww m0 ¢ W -2 J LL- ¢w U z w'Fw J F U) Z ❑WLL W JO F w V) 2w F W- } (n J OO W -2 O ❑ ❑ O W Q F m O W O-� JZ (.f.q ❑ F< U)0U) 2z } Fpm W aQJ W (nF Z Q�wOm w m zw<¢a W wO F �¢Z}� Z❑ (n �]CC (n J < =J ❑ F Z� J Z F� LL- wF(YJJJJJJ o3Q< J m F(YQ ¢ •,~ < Z�w �O� C7 W pZ�� (n W F Z� W mF W Zmp V z ww OwC=i)� F ~cC V ��UZ < LUw¢mlr C] wQ J �❑OO2�w¢ Z = �= zU W 70� �2� F wFC] W �LU Z W 000rnmo K0 U J U imp 100 �F a Q NNQN000co�� F V) } LL F z> _ w Fmz zF FwC) -i=0 (6Q 0W �< oJ�❑m> (n V g w r- LL w w cr U F «J == W Z 00a W F Z O < � 0 0 J W L1LL zcr (n oZ m J FLL n O 7 > <w a O W W m 2 n¢ 2F W N U J J Ja J n MN000 W x M= Z Z Q❑ I J JJQ w O z � 2wF W QZ 7� � w¢ ¢ U 7 W ¢Jw F ZF }W a Z w¢�wzK❑Z_ F >owmzz U Z co wOmCCxOJF U Z UL Q FV)F J> -W - F F 2 U r F y F w Z (nZo ¢ 002 ='2= [Y�w2wW LL' W <U' ¢2 UOx200 Z ¢002 =]72J Wzw Q IrM g0w wF � I } IMF - O -, w�W w U J W_ Q U Q W❑Q J OJ ¢ 2 Q w 02 W W FCC_Q Q O (� W ❑¢ w'wQ W W x W J ❑z�',� ¢ tYOJ ZLLCC � cf)Cf) FaV W w-�(nLLU wm < 3¢❑(n¢UFcnFU ¢ �Z�C7Fw x FC7zFwwJO J wFLLwU� mcn O Fm❑mOc7(nz O (n �x w(n� wl w¢J LLLLFLL p �wN J m J a- 0- LLOw (� O ❑ O w F ? O LL 2 w w V V) W � W 7 N . � NI NI N N co �, -I �, �, �, NININI NI C I w IWIII,,,2 0 11yy ((�) IW n NO .-<, Q Q NJ nR NQw' 3 �N O= i > R R W NJr W nr w Rr wQmOF Um N �LLJO W� 4J wa� 0 Wu () Z �1 OIII 4z4nNwm40 Qry`- ?Z� �z UR 0 N 4£ wn-w� � nq-/ 11\ Cn C� CAW �,2 UN URW nLL N q�m LL3 uO�m� r�F ICE �Qr mN Wi ��1, F >�7d r R n d q O1 z wQ £mUq�OZN �7 �° 3❑W QzI z r } R�XOCl3 R n Z O Z N417 QZl♦1 r W Wr F I '� N,u Loma �WwQW ao y =x RpO Rwn woi ad mw �°'RSOO z �- I% � =N wR 3m YLL'NJ m �4 =FN I. Uw RQ4 w J� Z== / 0 0r WTW��Mrrm �N �� FU 94= }12 J r-w- ❑: r}0WFnr4jQ `(� -00 QWR NRzz UUU Uj R'r W�} ���w /� I � ���� r- �ll'>-Unq QUd Iry�wgw q-r WHO III= wn w rn F a"wZ� 43 <a wZO WmN - } mILZ MUN I - 2Or j,h. F" 4Z 0-R�J �BU '� / I�\ rw mRR���7 zKQW C=�Nrw > W rQpQO �m4 £m£ z Q,4 dw(M1zu�� p„�\� Z� m400� Ro0w RAW OR'0 m .--I W-R'-W- ~ 0 "aw❑4 i-i �� 3U£000r£RRQN WOO � `-I � RR �p4'1� 4m� w~ N aq Q ^' III I I -I Cd 4 w ter £ r %_ R • ,-, i i t II III �� �' U o() J°W o��.4 � 0 4 a n q 11=II�III- F4 , n JO= ��um� o N n d ° 4il 1T I I mm Q mw 4 r V. ua9�a _ adld )ililin b1J W q Q a �- Q 4 , . a) F � g pCd qxi t _ _ 4i I 9 k' r0 Q r Cd � Q� q o ���a � i � 5 � , 11 III� r R � � a - �1. z Q U £ z _ zw Q �y9\ zw a a- LU A. � �' O N �w w c� � � 111111��� 4£ Q) y �-4 z r3 r J- N O N 0 U Rr \ - wd OJ w }4 -4 ° o�� II II 4 s n4 111=r. R n E - �2� R �� 1= _� zQ4 3 1W awT sa az - RR w0 3 w v t4 a nu - Q, NQ RQ4w wv°w r W R a w () p'- £F 4>w �I £ y=MO3 n , R4R _ '>IivMaalsavMavozr " z6 m RR YU JJ - M M ] w zw o . a w w 4 M. -, , �O m4R4R IC�O - U U °Nn �R' t 'y m �UwNw a z `� FO m4 m= wiry I�Cm❑ z = 4� w� J 6m�n = o aw,.a Lr a m � m Oz,oJ4 w �r U A, IV w dr ❑ R�4 0 R r 0 z� o Yo ❑ z mE x11 <m a p p r �0 U,I �p� -Zz qfu mU0 r NQ w =(I � w Rn r[ Z a rLL c7 rr �� "' r r „� R4c� �n0 2pw4 =? 4 F �- r £ UU= t iW iow m FZ LL a ❑qw < U zw wr[ Yw w w w w w w Y w U Y _ O=n rwwmUzti NpnU rW -� p- R' N r jn q ❑ rr ❑ w �a =❑ U=w ❑ a a a a a ¢ ¢ w O Nz LLD FwNp m4R �imw w F 'z, 4T O£R z rw rJz J w 1>au zz a rw ¢ z❑ m xU rr= xzw w m m m m m m m x m N m x }w 4 `Q��Q`wwU OrLL NQ WrNJ ai rw O r&N O rU rm� 4 aOR C�� Qwyyww `1 rN wui rwmQ YO YO O OOOrpw Yr mJw�J ILLL ZUW 4 N=J�ry -0ZZ~m W Q% ��8b-���E � mW NN Z NwN F Z wR m naR _w� ❑s �.aY oa aS�LLU mr rr� r rrr�a�o xxr N SQIYY R' _ IC X U m �0 a FU -i z U a z �z �Um a a � a 4Y wN°w �3 U pm r R 5o w� r }w Z r0 2 pw �Z❑ J J❑ aor wa 2 =�zOzm wN w��z0 wQ= a FJ O N W R �( � I -1n �e z Z 6 � 4,zW OF R4wUU w aLL- m>>< ILL1, �rr❑LLw< wLL w❑ I IIIIII wLL �i 4pp U Y - Qw Z op rc �m Nines rc �U' U �nm m s z ae 0Eu () T4 �4Fw an`�R UQmR' 4 N £ _ -O_ z rU wro O � () aQ ,r0U3 R�,n U=F�� W �1 U rr40 N Jo lu J w W w W w w Zm J>W JUR Ewa Q�uw q N R J N ��7L III- L n°i i--� z] z] zz az } z z zz z] } >>z]]] az mZJ o� qwlJop° zuzN66 u�zW m� � �N 0 � w - -III=I U Z z Z Z Z Za4d) ,<8`q-gym �pZ wwq"'Q DO�� �'0 N U N _ IlzNZ V =w=NRR w ([0w wzw �wp oi�4 w z z x 0 -' -III= J ?o � � � � r mZ44 i R3mm4r r£r�7 w U= W LL 4 w m � o> ZE> �� o > � O m> > >>�>>> m� u IIIIII-I as u = R W Z W U I Im-I IT-7 E") 1 S-•I m t7 f7 C7 m U U' w J U O m () T£ Uu� �� ~O III -I J 4 w o W w W Zww 4 ri ri cri ui ai 3 ui ui rri vi 3 (5 ci (i ci d ti ci 3 (i Z .Q W 4 t w ° 3 4 R' m .�. O m Z n Ir m U U U U O U O x O R } R m J r - LL �•-� N d - - - - - , d Jz £ w - - z 4 Z 4 0 a d d d d d a d a d d a d a_ a_ R zr r 4QQn p a1 m m-p R ZZR,� , J- $.y uolo 3 � � w m£ w m w m - ----- N 0 w° di w R)r-u 4 rJ Y C� r R � R :� ,� a a a a N a N rw0 r n> QXr w�' r0 == Yn- r -_ 4zor�Q 3 pWWp �Q(� Z qr uo - II-III=1 44 4 2 i c� � rc J J =NOm�OJ N mW Qq£ZS FAO 3W =Z v - -III- Nf ��Qm o N N 3 W�4 Cl). a z 4 ¢ � a a �ryw!] wJ ^z n w =9� F°� III= R� 4F=� z 0 p> WWZWw F; a- N N o a F, z 0 u 0 u tt u tt 0 u =F���Q= Q AD x� mm T,)Y1 J N LLr � r III 4 OR w4U= Z w Z (L 3F�m z a o r a,z tO OcDD 'U-- nr II- +� r r J m . III O RUJN R'o - 4 m 4 z R mO X x_ U U J vmu=WR m Vm RR� Og44q wJ ��w 4zm R� UO TLL' _� N ,n °-\ ,--4 ❑ ❑ ❑ ❑ w�IK°m J Xp 4R £J£ w� �nJ4 ?zn w°a II I o -1 R N O xU, ru x 4 �u£- a_ - a a _ a_ n�WZLLn W 1W N ��m RQ- IL R Y = W RW w w -1A s � , ~ ~ ~ s z m M I NO £Q r O �£A Uwlju m-O w m�7rp =rry rU � O �/ }� - u, a m U U U a n -? a - z n NO 4_ ICY zmU 4 r I. FU2 Q�ry -}_ 0 zOz W JcTjq W xR °? Y v =- W Y 4 Wn u U 4J N JQJN w � w m o o az £w4m N Q3 LL m£ mnUtrOF r �� a QJ q t Ur n J - O w o ,o ,o o m m m m F = O_ Q�t- UUU -a 4 m II- m�m- w r Uww FRm R �- �3 4 _w r S- 0 N L, N T N a N N 0 N 2 � � � N' �? q N 0 � `� v � 4 �FmR 2-1Y00 mUm £mL F' On In_ � � om � � m w "' ' w w w w - < Y QZ J� r 0-0 7 lu '7 R`m m4 r ?Z x x x x x J �.j m4�Nwm�Z� yll / II U�U4(gQ �r rI nW IIF11=I1I- w-1 �i ❑ J J wR,m I 4RPZU - •,� wR R III= _ =m r, Jz J=°y m O N ILN d r 4--( o ° z ❑ a U Ir g ° w.Na=(D�Qi I'I� J rRqqun ij 4 w4 5�'a'4gq�\� __ I� w� I s F i Q a 2 2E W< ❑ NN nmN3 mr J4�(� Rq )� F4 N U ILF z 4� j III -II i4 r z Z a < a w OU � J z a C7 U 43 U,LmJ -mlI Wm - NN 594� - L1 LL cd nw a a Y o as o ], II I I I I1= r u NR �o m- a a a� a3 UU°aU� aZ c ? r4 M n �9 ,_ I -III -II w= z� w� aw zw w ❑ zo zm a �� a _ III- �� =4 III III=_ mr ,ty r QOU Nc3 z II III T R w 4 Qs z � x >_ z o a z a z❑ Z U U]❑ Z z" ,¢ > m� a o , ¢ a L r(( rl r IL 4 =III O� N O o O z o ¢ O O QU o a a w w 0❑ O z ? -. w -, 4R - �m =� °a F w �� �mNN ��:5 �w s o r r ��7iiiff7'7'ii m� + rN 1-� IIIIIIIIIIII ,R I� Y CL X 2 Z -) W K It ❑. O I w x -,' - 1 �11 LLL 949 ., O❑ z w ' a o � a p w o O �a O w w a r= O o x Y I I ll- 43t � w ?m III III- RW O U(7 az 3 Q< . 2 m Um OwUx rr rr�U�LL uL9 v r U = o i ll1= r s d /ya -III z F o I cg I III I R _ III 44 w a ❑ S- o U II Ill I I I I IIj rw a Rn w (Lw - N III -III -I' J - z U w oo¢� z ,,`p �` - do avi - 111 Ill 2P CL CL .< ❑ w O z w < z i m w o 0 0 Z w ?_ ".�. = I I I I C I C� F. J 4 ' 410 - I I� � a ❑ O , (an a U oo❑Yaz 0 z"� .� II II' wn rn R -ICI m z rt J w < p Q a aarpmQ Qt.y. w 0 RQ a m 4 t� a Jw ro a ��a a tN R - �n III (} 2� oza wo 2a o o z 2F 20 > >?w��� 2� ��ti - U�. �q R RO w w r ❑ a o ¢ r Q40 ��O °� R�� III as 2Q �' a� � Z aw aw z zz[r ULL ap Rv- n Zm N qr Oggm z w❑ z z rr w O z z U J- J J a w z p =Q F w� n w ICI a w w < a > o o�- = Rwm mn$ mmo III- w£ � IIr z 4Q �w =� 4N a rr Qz ¢�_ mzmma~�� a� c��, 0 wr Om m 0 9 � U_ m Fm u< ❑ w d m o a = x u . <F o m m❑ I z �, O w. w m� Rqr n Rn n� LL FJ =�F OR LL- N ��'.,..-.ICI 4 10 z w F I z x Nw o w o a 4 U O� 4 °a ww -III.- m0 Ur gYmQ Rw W am Ua o(n s U z zo z0 mNmu�<> a ¢ e' = OW in. 3 U £ } m-1 W XZ 2 R ,.. �. I m ❑ a U ¢ r w a ¢ z>I>> ,, m z.d = J4v wR r x , r m p 0 m r m< rr rr rr o x¢ a 0: r❑ N d 4Q 4 ��� �,n m N N- F FN n 4-U �- R£ 4 WW£ p $-i O❑ m w ' cv O a w x O o O a� xo x x o w] m I O U .<E p mZ UQ UQ ZZ � r4 r Z R mw rnO Y r a m m i � m a rn > a m U m Um U? U U U_2 r O m LL �,I Jz = JV �W _£ _£ R� (u£ N O n RN r Y Wq�r II -II �_ £ w w '� F R !!yy m N 4 w 2 IK _ X .�i +. � M m v m m (n v M m v m m " °LLz 0 4� 3nO u u� n ,X.,44 FJQo o oo° OW x u= RF4� �I� � Rw £ y I �, m N m o m0r w mr J z 4 0 4 z 11I T)- -1 rl o O M c o O N m Z O Nx'�4 -4 3 0 a 4 U4mR m =r- R i_ RRm° 04 -1 w w 7 � i- Cd -WWn x m4 FQ r4 QRQ q° 4 W U Zz� w n ; r? Z� UD u, w> J> v>� �>rt x ��� O ��d- QIL " R- 4m QN K£Fn m1uR �7 Z4 Nz 4 IIuu 11uu 4Y ,--4 Kwm N <w, a 2 Vwm 2wa x xxo >J jrw-�.-J2 r❑ maL qR( F=F= 3ZW >_� UZ �W rm %Q}% pp=U Y m x z a Y a . > a< Y U N x U U UUU _ 2i, C7 Y LL ... U z'� mU wow z(ry z� �� n°❑u m` u rr . z �z0� zU m R£ UN Wt0£ R= R= UZ £ZN X ox , w Nmr LL� m wuR� l7£ t N pl.zold v}sanbaL 1 N N o 'o � s U ¢ N T i v � E U O II rroMo ���� u1san a s �n .Tv�. a o� a L C O N pi O C .N C F G c �I�I�� c ' -a c L o 'E 3 3 a .- V= O¢ c o> O a 3 aNi o a o> O ��aw ° n� n� 3 ooa 0�� U n lu) I can N r O rM N M co N Q N Z O / 1 Z 61 ~ Z Q L N Q J O d Q uj M W Z — a J0Q Q M LL V L ao 0> waZ aJZ- NM0 N Wz 0NZ Ld U Y w 0 OIt O dOaNi CL °T0� 0 0 QW N-J TOE � NZ��W V L O CR't (O W X(( O Ow 00p0 E ¢J .0~ N 0 Air 01- ai¢ \gyp1 o:. 4,•'�; N wz ' --= —_��' VFJ •�sO• P I�Ml�PFIpPoR LU 9 ce/ 0AY —z l'Q'oAD � s— U)a —Jow o" w� � 000a> , ZToTL/M ig0 Fm� Lod SEGNpN— \oW noLU \,O\ z a �W�U 0wDM �j ♦/-1� 0� / / / _— GON�RE�EWP�K M✓ LL i o a 11,07 WESCER� \ °05 li lii ,IIr Q� : z 0 °o� lil II14 :. s t z I II... 0\ II III alI[... 11 I II II II WI II°< III II II II II p II II II �1 II. 6 . o I� s. o" I I II III II II Il II z� II- . � II s III I III II I)co II II II II l'J J a a _ I III a �I. II II II II II II II II II � I II II II Imo; II II ll � �� II II II �� I II � II II II II Ir II II (I o I 1 1 1 1 f( l) I oz II I I I I I I I II II I I I I I I II II I I I I I I I �7 1 1 N"\\ IL=�== L I __ III __1IIII ILL i L_�__I� I_ —TT�— 7TT�— 7-- -T — TTT=—TT==-- T+==—TT=—TT==�TL--- I \\ - �L------------ JL-JL------ J1-A--------- I -A ------ JL-11------- JL-JL----- J1--11------------------ L-JL------- I -A ----- Jl-A------- L-JL--------- 4- > O co a7 z 3 0 m E E o O0 C _0 N II Z� W w Z w D 0 m p coW O bi J Q a3 a3 Z w� Wco sm 70 C•�+ O N O U¢ C C U F z a Ld Z w z0 z > > O U i,>� z a o i� %� Q> o Ul W - - co = fl to ° Q J Of ¢ a J w U ¢ w w to o zNaaa a U 4J 0 > ul 0 y O C •0 Cl 0 U U W r a a> J Xg X LLJ X a w a a m w w m o I II I I O`sx 'x } II I I? O O m - 4 LH� \ C fa 0 C U N +s 41 @ v, c _ (n \ \ i o Ln a a e ro 3 W r� rY 0 O a, o J 0 ra � � C U O O a-' a--) }, ro � � N LU W LU N N Z (0 Z w] �_ • =0 D • OH Z= c 2 � w > 1 w0 r1 cn u� n O tD N c-I J =3 z s -0 o E D Q U C� N N p O m � \ m r�4 ca Tl- � 0 � E CT O N CV _ cc) c�V— (Z I- c� O Q) O Z�000 4A0 3 m ~ z 0 z m O C) mQ C) Q� w o z o Q m w z f _0m (D _0 � a ro E Q � -a 'O N L IZ C 2 V V a, o V ro _O �t 2^ oa,� o — E C)o . m J2`�°w,mn o �, ■ i w Z — a a>> E v a- O O N Y � m —.0 lJ c 0 al w t c c .� Z fl o ate+ -2 C al a 4 Q OV ` O E Y u W M i 0 CD --a v-v C N cp U C OV aJ -W ia M U N o E C c. L., m a, o, [o o, > E 5 c c -0 in au O) 0i = — c QQininQQO N M 4 M l0 I-- to 7� 00 O 0 U O } W w J 0 z 0 O O Z ? <�� �0 ~ J0 < LL �I O wwQ OI- 2of2 OOro Z2:•> � N —J I ate-+ C (n fu fu vi Q � � fa ro a_+ U (n f Q) Q) _ U C 0 (a C L- C: Ln U — L (U fu O :E Q) U 3 4- a� C O 0 ca E O o UL U C - O L -0 _0 4-J Ln �i (a O a) C ru u ,--i J ate+ a+ � V cn U N Ui L L (a Ln -p � ro L II 0 33-aC: a) • a� c u m a� �, a) a) fu >O �' DC U � fu � U a)M a)U fu iA vi I� f O+ U Lu - C J U ra W O ('j O IL Z C i- C:cn N O��Ea�O ra � d p m a Ham' O Q o O L n W -a ra O r C���- V U �._ 00 ca O — L- O ra V Vi ra M a n QC LLU0 W "O LL W e c V OC O cC a) Ln ateJ a+ U ateJ �_ U n Q a� v li��-I�O� O O'0 n O kD N c-I J :3 Z cr -0 O E n C N Z C Q U :_ CT co o -0 N N co _EF� c� cO N } 0- 0 � CZ�co 4 a 3 L•J O 00 V- 3 � a) ra U coV) E _0 73 ra C E C M O fu a Ln U H co u M a X N LL i U Lu L U X w _0 N U) o p w .3 N J E i O � O E Q" 4-J a)> E ) O Ln y C: a - O O ra � O z2:> o E Yl c ra � L (1) 4-) Q) X (3) L 4-5 Lr) >� 4-) Ln (110 I0 110V c N N C 4 L LL f (n O E i--i w Lq N II U ru Oo ro LJJ -,z CD-ko rNI W O [a 00 '� Q L.L C W "a fo O O ch H 0 ra V a M 0 c6 d M M Cd N OJ � V Q ( a ca O 1O Noo a.:, J fa ca 4 N 4-1 C U L cr -0^ l O i X C7 4-j g fo o w L O W N i O N W ; U C E > O E m fu cn fu O U U fa �� �-+d O _N O aL-+ L U fu E O W a)O U O O C U CD(a C:)jq-0 N o - 1_0 ateJ O70 M U 4 N N fu I- Q f fu 0 (a U a_+ N U O i U .Q- (a O N z N cn U O cn 40 - U C Z E O O NO fa U P >` 0 Ln a- J 'ToQ O`er X O`er O-C.�O U O �. V [a _0O U-+ M 4- L aO L fa �� (, ra L O - -a LV C� C C O N a Cn CA > LL Q •--� N i 00 wJ' ` , -"' 0-�I� olo �I LOf � a Of O OR C� O H a 4A0 3 m ~ z 0 z m 3 � Q) ra U coV) E _0 73 ra C E i M Ln U H co u M a X N LL i U Lu L U X w _0 N U) C O p w .3 N J E Ln O � � C � O E Q" 4-J a)> E ) O Ln y C: a C:- O O ra � O Z2:> o E G7 Yl C ra � X (3) N U LL L 4-5 Lr) �> a--+ Ln C L -O LL f (n O E i--i w Lq N II U ru Oo ro LJJ -,z CD- W O [a 00 '�rNI Q LL C W "a fo O C M H 0 (a Va M LL c6 d M M Cd N OJ � V a ( a ca O 1O N oo i a , J fa ca 4-1 N L 4-1 U Ln C U L � O -0^^ ll i X (D g no o LL L O W N i � C N LJJ ; N C E > O � cn fu O U U fa �� Ned O _N O aL-+ L U C W a)C U O O C U C)(a C:) C) N � � ate+ O N M Q) U Q) ' N N J > (a U a_+ Q)U O (a O N Z N cn U C cn 40 X M Ozmj fa U C >` 0 Ln a-J Q O`er X C� C-C.�__N U O V [a -0O aU-+ F•1 L q O L fa M M (, ra L O C L -a N -0 � W •L L N ML3 •C LV C� M C C O N a Cn CA > LL >Z •� N p 0 rl N ro U O bo M O N Ln r- O Q0 (V c-I J =3 Q) Z cr w J p Z O O O E aUJI I C a C O 0 �I Q U N N p O N m r�4 0 0 4A0 3 m ~ z 0 z m (110 I0 110V 00 C: J O cn � +' N � N kn OU N 4-J O U ro p fu ro C L- a-J LU a+ U fu U')fu J i Q > " 4-J O O J o O M O i v a-+ O Q _- aU_+ W ca U U �� U O '� O C U U O Z O0� Ln O c J — cn Q Ln v a a� r�� QJ VE ro Lnfl- U -0 a LLU p w = W i Z Q.V Q LN Q �J N N p z ru 4—j Q N W fu N LN H H� Q CD-0 •� f N � � > � Z i ate-+ ra rp ti ar' �c0�`-L-6.D)-0 o I I _ J O Q' `� N— O— r= E cOn N ro N LV V� aj J Q Za�3EE N� U Q O cn O Z U E - U.1 n W ui �-0 L C QC�� Z fu C7 E ra cn Q cn ro E ti M „96/66 9 apea0 anogd(.1-,Z) ,.6£ Q E _=s Ln ra O i =; M 0 0 O 1gb1aH Ileaan0 („06-,£) ..9ti � cn �_ N U d ra � '- a--+ r a--' � '� 0 a U W a+ �- a i a+ LnO U 0-0 0 -- N L N C M u —O E N Q) _0 O N L O CD-��w � a,o ra N cn ra U �_ � Ln �� O M •� 0 E U N Ln � Cu4-1 E a a�i a� =-+ � o 'ffC O 2 (6 In 2ru En C +�-+ ate 0 L -1 N (B C C V U C O O L > V V V-0 C '; a- J O Q) -0 N Q CL M Q O U L � ate-+ 4--� a--� � ra 4--� ro �' i M U M V E O o n o > L _� E p 0 cn co E E +O-+ U U� � O O 0 ru C 0 0 V �' O_ E rn o U 3 .� �' �u Q N 2 E cn U `� 0 `1 U 0 +' r6 -0 4- >,-0 U M Q� fa '� 0 i 0 m- m J O- 0 X v N C° CD ate+ i i> N ry O N O cn O _E � o x O J '� c co O _� _N Q� -O O Ufo � U U _0 O N Q '(a e V C +�-+ O v ILA C M o U LU a-J +N+ O cn � aJ Q. V m N O� t O Q LL - � N +' U C U> Q O (v J N�� a+ ra M Q- U rB cn '� Q Z Z o 0- CD 4-1� U �, � L o � •C J ra � O N� L po 0 E! 0 0 " NLA -b4� r-m>.0EoEU 77: ~ um ru fu -0 O a)Ln'cn _ U (h M O_ — ,C: In � C� 0 O +� "D w U L,,,oU-c,cn r�aM E4- L O -0 oU 0 O LL C r6 (n Lu Z ,--I (10 a--+ E C 0 M fa � ) r11 q f ra o) ro � .- U 06 9 Z C � � a) M N cn O 1--I m .Y v, N Jq U ate+ -0 a) N r0 pC L M J i U >� —_ 0 V V LT��n O �(!)� r6> ate..,Q Q 96/66 9 („£-M s, apea0 anogd (,,L-,Z) ,.6£ 1019H Ileaan0 E L (3) E o:cu o N C6 C > O O C L -2 U N U . a Q Ua-�' N CO o LO x i 2-2 N V ru m CU CD �_ o o c U O V N Ov J U � 0) LL 00Ln �cz �•S� M LO L Ieoid��,8/ (B V U - V U N N � O O J U � O 0 4-J _0 E -�e a) U — _fa r6 E O a>-� -� O E WN a'E O^ N �i QM II _� J M Ln rB v O p co LL Z _ _ E O +� -0 U ra Ln U U WW N ? 0- r0 d Q x N 0� Ln (U rp 0- U W ZD Ln LU N a..! U cn T' �--� Q) Ln W Q O C > O M 0 O ONO M . J> O O L L U U 2 C � d i M a�LnV� �cn C)co o p Vi I I U O N Ln n O Q0 [V c-1 N N p O N m C�4 0 0 E CT O m N cc M c�cV— O Q) O Z3:ocoo 4A3: 0 m ~ I z 0 z m O O � Q � Q) 4- te--+ O a (3) � m � � O O J 41 U U C lit' ��9T/TT 9 apeaE) anogy („ L-,Z) j£ IOGH Ileaan0 (,,OT-,£) „9t, fu o J � pro a)ra Ln "D 3 = M 41 E -o c O N O -O C o� L E O fa ca C > O v u C . O criL L c6 C fu D E C Q1 CD O V E x 73 - c fu o U u • lit' ��9T/TT 9 („£-M „ST ape)E) anogy („L-,Z) j£ 101aH Ile)an0 (,,OT-,£) �,9t, Ln _ c -0 Ln L O L +, a-J O -1 0 C -O !EC U U O U f0 m O � Q) C O O J U V _ w li o d t, 9 LIeo1dAq "S/r .9T/TT ,8/s 00 c J 0 rn 4-1 (M N U `G O V �+ Off' � C 4-J 4-J U � L C:J LU 0 +' O C U L Q 0 C L E O J Q) O MO i W O U U U a-J o Q w C-o -o V �` -0 L U Q) ' L Q) O U U 0 0 Z O O ra U)O ��Q a)v Q J F•1 C O � M — 4-J 0_ ra C VE�o_ v-0(n� p wQj W = w z c-•L) Q W Q J a) Q) �- 4-J O Z 4-1 a cr Q i. V Q aJ W �••� Q =3 C , 0n Cn �+ a-J V) in a o-0 ���U�`°� Oil C: O U 4- L O .VI 'O J O Q- ` N— C:) C '-' E -O Ln � Ma) ra U�Q LU U a ra 0 N W � (n E E � Q LL Cn L 5 vi W Q -O C a C� L E� aC5aUnc E Z(D mi 1 1 1 1 a) 0) 0 > C:I L O O 'O O U a) � 3 (1) — (1) Q) ra ra M >- ro E: rtn > N O W C a-J ate1 i -0 ,U d 0 M 0 +' L rJ Q) V U - Q) 4-JQ _V 4-1 4-JM Q) M a--j t E -E E � � ateJ 01Ln U O M OL C C: > a) _ }, U `� O 1 V r, m jo w O ro " ro J L > U 0 O M N 0 rl W av� Q � -p O u -+ a-N 4-1 Q- LL .M 4-J a-J O V Q) rn :3 N 51O- '— c >, U C U � O aJ aJ Q Ln Z 0- 0ro - Q) U i u ry - 4-JZ O C a) L MO m Q) -6j �••� 0) C O C Q) ate+ V Q) UC ra � = -aC c U c C oV o M 0-��~ � m OOa. a-� (n '� M +' O M-0 U C C� -0MO SON cL M W ro�- "� q)� c Ln © 1Z•1 'i J N 00 > m � L N 4-J ii .� 0 n o (n 3: V a) c c M ra V U a-J • U QJ U �N O O J U O 0 0 �_0 4-JU Q) U- C a-J � .� C i WCD _0 fo -Cl- 61 uj =3 -p a) M E 07 Q 00 0 O 0 No w w o a , W N LV cC X ra Q) +v-' ra p Q N N Z Ma j — E 0 _ O �� Cl ,--i c o- a Q) -o U Q)Ce cv m N ��M U J ,--I LLI � rn W ao� C MO 0) O c -1 w II c +P > O oC��o O L U O O U = c cn a cn o- v s? a� � o M� �L oco i v aL) U c O N 00 M C) ui ui � L 6 J M C7 O H - in "D O Ln 0 W tk0 � n ,--i co (!) n W II a a- ce M 44 ern X O V) in V N M N ce Q m W V Z 9 a W J V o ce = II H W m c U 0 Ul) 1/ 0 u r D n n D D N L U ucr N C Ln O at U O 7 a W . z M � a W U E o a E p N fa O O J (n ry C [o tj O M 0 0 0 �D O N O N O^ N Ln N L ON N \ Ln \ \ N \ \ ub�E L£ ub/E Z{7 „ZA T9 L96J � t0 W mimmqw W FBI U a ° O� Z N N CF1 M uj MH d O O L U .3 U N C C O V rr r (MMir Mw W a W a X W N � n a Q� �i CV I lD � N O O Q N E Ol O � N C O �j N d 0 a O Z U 2 H Z W W w u-, M o LV O J m I I °Lf) on „zi< <t O „s/L M Y O CD U O a� (3) C Q U) _O > O -0 a) O N LO CD co 0- 0J. 0 m O E n ^^ _ C N 70 O _0m co - L, (D _0 U a U O cop m U) co � O CU Ua) pQU) N a) OC-)T Uy OQ) C U coO C Ya) —(Qa) O Cn CZ U U - Q O N 0)— _0 Cn a) � -0 >+ N Ca c CUL = L 0 _ UCD CD -O C CO L >� - Ot o> U (n 3: � coN J a O n w N C > 4LLO�) p E Cn 0- -a) CB N C CB CU m L — a) C 0CM U C Ca � a UUL ll� m p W a O � � "w co U Q❑C cu En /) O C O� cn Y 4) O O C OC � p Wco n O co CC LL �) N N SCZB x Q Ca) ' O U p o O _ Q Q Cu C U L �� 0 � _ N � B-0J> (n S= �� � N (B O o �, C Q LL •� �_ �, /a/ Il_ E U p W a) (B o E � CEO LL 1 L (O N C >+ Z U _� CU C• CB p W >, SZ � C� iZ C C O E O V— co > E Z Q' L a) +-- >' N •� U Cp N Co �, O a) II ti ca O N F E O cn a) a Cn a) Ca Z O U R U C _O N U "_' N s= CD- aj m � v M Co in U Q Z (� O N U L L C W Q a) U) C U v L Ca Z-0 m O a) CT J CB L-L p C oo U� W -0 CD C LCD V `P W Cn DC �--. O L CD Ca O O- > O U= Q C O C L L- c J C6 O d -� O a) a)-0 cv x Y a) Y m Cr 04 Cn ca li p >, m a) N ,� C 0 co L a) p � O U M � W _ -� - o cam E � � O Q >+ U a) cpn O _Z � p= � a) U) 0— M a) >, L O V) a) O— O— J V Cl) i N N Z Co C L) W Q O Q) X M W D c- c O 1 W N C � x- U a) `� r W Z O O U� 0 U Q- :� L L m N a) C a) O J J U Cp p a) a) �n U a) i W n 0 0 �L Q C N C L 0') p> o O O LL 1 0 II O f� c Ix� M co I..L W oco a) U a) i s= _o C14 a T 0 O X O U O V X O L.L LO c6 CD m Q CB O O U Q) U ti °� p C N C Q Z� U Q) Z ' i Q) != L s= CC6 0 O i C-) O �' O L U a) W W (n O � CO Q M I— co 0- �N L ,- w Q C� Q o a) a) �cn�Q--Q co1 1 1 1 1 1 C± HLL��I� � Ca O M ,� 3 a) L CD o cn��Q 1 1 1 W Zc�Qv�Q�n � Q C) o• i c�� 1 1 1 1 1 d �^cn N Q p CB p Um Cl) O 0-Jo� O> O OJ 0 W N W c !i c 0 [V c-I D 7 N N p O N m \ lV 0 0 cl� E CT a5 O 7C) N _ � ro CO CO N — S= O Q) o Z3:O0o tA0 3 m ~ z 0 z m N ry a s= r= D O O i I I ra U „8T „0-,9 0 L u C Y O U 0 C C Ir V 0)� ; L U u Ln C] N N C> C00 N ro Ln N N � C C 3= W j O O Y raN� J > a o U- O 6 O L N C = 000ro 3 N 0 E E Eo U 0�7,S-o th M > a Ea cu O �v,n J n� � in ru O Ur=o0) O = L U) U rnLn a� E n 73 ru '= Euw ro Z m O -r- i 00 }' > C 0 NJ 4A0 3 m ~ z 0 z m "Oe m 2'•=� �II�. CW/W7�� = ^�^W'' cNha�-aNO aCOO> J �F- o nbapt.jJ Z C F- cu-ioU noa s 0 Q 0��� C uo _0 zP 000 o0 ^zQ�VQ����WIQyy/ p Z6u usanbaWs �n �� _N C O ¢ O p O d W cn In 0 0 0 0-5 D' Jr.I.� f N � O M L N h N \ m a s m 2 O O O N c " O O N Z lr Q +°+ O °, L w Z W ''++ Z O a) O W Z W V J T� °> `A C T p c > IL O p Z w rn Z Q O a. J g rn L E z W ° 3� .to o �UJX QO ui g m0 3 �0 w o a N ai z mHOZ =Z Z r° pv �O Lp �c (7 W Z c c �-. NU E O x J� O r NO W J N X Q •'3 3 .O j� z> z ~ mo y a dv « QOQN Um Q rn LL -vT L V N a - cv c =AS r w z °-c o°v a a °> > vv� a, NmZz �Q w z �•,FO- 0L a �Q w .L-.a !n O d ��F� X0 O O a) O r ,-. U 0 L N O T d >, L-i U C .. '7 .-. N v -0 vl o' w Q C7 !n OJ �. W O C C-° , O N 3 O 01 ° U v (T O pOaz W N U' Q cE 'oa°i° ooLLJ Ta .- o°v N oQaWpF HF m !O! �ii Z a� U c zN a aL ° 0-0 p1 ° o z N N i Q W mVl 0� U n� aN p t°i d o +L.. al HJQYw W� O W 00D �Z .�° a) ° NO W UC O L L T Q OQlr d' 0 N f! Z J fD Q co°' N aN t+.ai m oc �Z3r00 Z� W C9 J d � �� N <¢ r CD o L) � c 0 c ° � N O W 3 r Z) Z) o N z Q� Z 1c -�vi �p•♦-W Z W °Q O Z QrU Z�W aL0.04 Wes~ WmYOW OoCo O Z OC O Z C-O c `+O T-6-U > Z- N W •3+ Z J O O0 0 O O OO O c -O N o Q3 m O �O+Lmm � OLLJp Vz) 3 > a �� E° ��¢ iooL)° z¢o-O LLJ LLI a ~a�� \\ �oy c vv n� aN °coN=F-aU'° a c C o-c 21 on w ,2 ov ac M°o covvo_- Lv r4N n amz a O� vcQaZQ o Jv Oc�o>Q Ot,c E Z �oa\ a o a Oraz 00 vim c , Z aL,mvi ¢z ', r -&0 E O0 nn O c� O w Q �K7 N W NZ�W 4 No OW WD-0o O 7'" O 0= LL OZ O0%olJWi tr Z ¢�wOvN >wim N w1owa3 Udt�oZ /// / zZ„„*,„"`\\\ M PISV";, N /// IW r o Gxy�A v 5 R \DN W J fn f 6 w -U.SLd aic RN(pA NSP� z c��y�_ �\ -'Ja� �N� U•rA1RCM�' Ng3 0-25����/ �� \ //// /� ongo =wmw zor F—OZ w W F`Q \D/ IJ�F`P p�PN � � � _ `\ �,, wow ou'�oU m G�NOM� S> C III M90 \ a W0 ww0awX<0o / wp 9�8 00U5av� uj coo �a \ 1859 2S ,Q(oW ^� oc6 \ rtnr az a GON06 g6 PGMpy�l ��ojS 9J LL� \\\\\ o gOVOla \ \\\\\\\ // Ln \O\��°6 oZ _ S J j V ESjER �� 3� 0 \\ �r�\ \ \ �9t� a C;d' ' / / / / OpNGRE"!�/K• ZO S��ER 3PPG g3N vII \\\ \\ A \ y� o \A `\ I lA ." y,90 t ... N N rn N I\ \\\ InN 1 t0 '' I� 11 / /'ILIA II �� '` �•r `° � \ °' \\ 0 m 1 �' \\N II N `� I � \ `'� � \\ \\ �II p o ��O �N�6 ti A \. .. oo \ 1 t p\ p II �yUIz I cos. N F ?bo ^ o �. \ \ W \\\ \ 05' II II wa F a �\ r 2Z aPi ti N N \ 1 a a \ I N \ \ \\\ \ aw>.Ilq � o \ U oO% �N76 a o� \ \ O ��r' z' � \ \ \\\\ p\ Qa II C2mwl 11 >. N \ 00\ , o `� 50 2�✓ N I \ \ awZvw �fl,a *N + ct�z�Zz)oNorw 0 %lJucZ>Nzwl ®Naz CiI 0x IIX'O = \ \ I zc ; zb \ c `` ®0\ �' No 6 i �• W o Z a \ I�w y \ ti � \ � � -Z, \ \ \\\ \ x r\ o rn a Ix o $u O I sow v\ \ \u\ I wZ II II o'1 arc��x N ,�5�, o o �. a; '� � \� O cL I du�o yp\ \ \\\\ II Z N II II �� II - a w � \ \ �, `d� � 1- a\ 1 � • a \ I � \ \ \ \ j\ II C W p p II. O_ \ \ M. II �r II II Ik \ oo s o ca o� N rn al a I O II \ \ \ \ \ \\ W a III II II 1 I N N O v ®. • ° 0 I �, a� o� \\ II \\ \ \ � II ���� I Il o �, -°--- - -�---- �- � 4 !* `fl• rn a x co "> I o N \// \ \\\ I I Oi �• O o-5 O h N N \ W Na o� O III = S� -- ti95 O_ m a o a1 ti° — ° - E ° ti� _� O f ao tiR mx 17 O 5 a el x �� ti x mQ N� 56 fit M N� \ W �� a x �% f s,r zs Zoo�oL�! I \ 0 \ I' a o `�� N o o 0 W �? Ii ¢ 0 aN O ro m o 01 ro m om sz. O I z I \ UZ p o II O p. p II w 6 NLU co z\yam \ \ \ = II Y II II II II I I ° �< II ase I -�- =� T L + I- 1 + =L=�== + =L lr_-J 41_ I \\ I \o \ �� 3N T� - I T T F - -T �- W Q II oo II -----, \\ I lx1 z w LJi 1------- ---- �-�L-- -- 1----------il -ll- ---JL JI------JL_JL ---1L-�---------------- IL-J ---------ll-----�- A------�-JL----� ~ J= II �'� II I Z: Jai II wwa ll \\ 1 II 0 0 0 11 \\ 1 II oz-i �� o ao r r W� O a I II w UJcn r � w 0 m = o adz r x I 111 I II O w=� p �� _ ,nkk ew o a8� aFr- I cwi -ron� U aFr II z zrn0 as ao �� 3rN Nz i w �nz I II II ww arr j'� o 00 1w� o �LUaa o WwW I II II vo-ivo-i oxw ��a �� inw oao�' z wzJ oujM aoy' � F wL)UJW iz �a ¢ �' wz¢ ow �Xa0a m¢ �a�a? o w� � 0Zazaa Q Oz� Wd aW0wAo J aQaZ CZ9 JW M0� =LLJ z a_ �o a az W�NQ FaQU=�ZO 2a�ZazMaa mZ� w a 5F znU im c 4&X O¢O of xQ�Qazlaraan LLJ a_ y(nF Q lY rWQz >Otn -i . fr a s &X o x Z U m w0 aw a. z_ 'r > -p N a a w a w m U •�.� Q w0 V Z C p co cai� o _ (� 0= O~ X U coN O q2cnJ U ~ z z- W N Z Q O JE o E o Z f z w =a N W :°Fh Q 2� bi z vti.f ! o m 0 � w W = J=^_ N z z O Q z_ Q J > A viy Z U d W Z W J (n (n z lL O U U (n (n U U lY W p p U Z Z W O= J W ?i H H O �W U_ tL J tL tZ tY f Q H = C .O+ (n Z w Zo 0 w Z > > > U m W > w 2 2 H U Z I D J w Fr w U O W W w F j U = F U U W d W Q d ?i ?i Z Q Q Q O J CISC 0 C j¢> O udi w i� O O W W W w w d C! W Z= m J W W W Q Y n � O d W W U 6 O W d U y .0 N Q Z a w o a a W J w w Z Z J o p_ J Q w ~ H H = U H L, >' z vwi z vwi vwi uwi a z w a= v v z N o v 3 z w C0 of > 3 > a U > W F a F d a d O H a z W - W C7 W Z z - d - O W Z Z 2- - O Q J �n 0 'n 0 0 0 z 0 a J = z U) 0 0- r J Q� H r 0 0 0 N p a_ rn Of tn �.- .y x w x w Ir Ir D x Of m (D 3 Q U U iD iD H O d N 0 H 2 U � CN a a In O p o w a w a a M w w a o m 00 c= X i ni p 3 3 N 3 UJ UJ w w x w w w w w w >- w w w w w w w w w w w w w w _ � i oe o- III W z z W z z z z z Zto Z Z z z z z z z z z z z z Z U -0 U t X III Lcf)) aS����00� z ^0 - � U 00up1.zold ¢ � 'PlsanbaZ = = oN =Nz n u N Ow Q'o o � � � CC� i G o O O � _ ^ N sanba s �n .�� o 0 o c o .� 0 � W � z E W C7 _ , v Z O 0- Jaw m. Lc) 2 3 00 ¢ o-occ U cn m R dj n r d _j N m < I oaa J 1 Qacr LL, �Q� U - Z Z OO fn 0 1 m U)=a r p 0 Z Z W WW:m Q YmF- O MZZ_ Z �xLW Z LL, W W Z Z W r�-- LJ V Q Z W Q a_j Z aL) U fag¢ woF- O J FU_ w Z OVI¢ f�Fd' Q oo Z_ Uci7 O Q O U Ld 2 Q U) Q ?i m i v GH NP 1 , \ i L z o m \\\ PSP NO, j o\ i 11 ww aaz Lo GE�p T�now , ono �Zmt~n w PP oz FL0 Z ov CONG �;o � III / owl wl www- '// '�/ // \/ w U D �� i ¢ \ I11 / mw o0QaU j'�6' /\ a\o III( Wo¢ 002_j 1859' i / \ �o\\ \ �\ III \ J o � o U) w wzmz 11 S LL \\ \\ \ \\\\\\\ Q1 co z��iI \\ \ A \ 7Q .n \\\ \ EV1y93.PGg311 , .a k� �I I \ \ oo \\\\\ ' l�Rg aID \ %' \ y 1 �• \ s \\\ No I I ^ < \ 1 0 \ \\\ \ �\ (° -ICI-'' �I �I`o.: �/u m �� °Go "')Z O m A, w r. �o \ II \ \\\\ gyp\ -II' ry�� yoao �3 am \ I v \ \\\\ o yyFQg Jza \ I M �N�6 Iwo axz o Gq v o W ovou n \ I \ \ \\\ 0\ II II .cl ,\�. �-1 II II ally. �00� � d, �y � � �z I ��-► III III II �1III< 0o\\ III II II oII Ib 1 II II o1Irin \I I \\\ C> \ 2 \ \ I II 1 II C cn I N \ \ \ \ \ 111 III II II. U3 n \_ F- III II III W o 11 1 N N CI 1 \ 11� m a N N co w M J I w \ `7, \ lEl II FEE II II II II II I II II I p I \° \ II II > L-� T�-T Tr�I =TTY L T+r _ I-7T �r1 T =L=L T+r T�rJ T4- LITrI _J I \\ I \ -----------------JL-JL------A-A---------I-A------JL-11-------JL-JI------JI--------------------IL_JL-------ll--ll----- ---------�L--IL--- II II I O N n- O M N M m N Q N_ '+ V Z ~ ZQ CM J o a � Q 93 No�M W Z - a J o a a M W V � aO 5 WN'D It Qyzw N �a W' LLJo0 N a J! � J � �rf/ M Z W Z N Ld U O U O W M O � o 43 & E mn N o o ¢w��0 UI O ra N��. 0 00 O aWZOW �Q J uj U' Utt7Nnn WUdmN z V INi % \ m U LU Oz `ail / =o:� z ¢ c): z_ t 04 o � II Imo' II II IIlI ll � I I II II II i II � Y Qa I I W W I I II r II ; $� �ti I I WW I Of > O (0 0) O ++ ` .� U 'C3) C Q 00 C)7 y c � O sm y O U Q, C 0) O C y N 4 5 h > 'O u (n p O CL 00 Z '� x in U U U O N II Ld Z Q U V) � w w ~ w o > 6 a m Z Z O H H Z 7 Z , O Q O U W F Q U = F w Q > Z a-U e a W w oU ¢ Q w Z m o W o o O 0 W U N U WWN Wa a a a o J N O U O O O Z M w a w a a a Of w I II I I J U Q Q W Z U m p Y Z Z 0 U) Z Q O !n C� U ~ Z Z 0_ Z Q p N J O Ci g Q 0_ H ~ Q= N N ( Z CD zZ O Q CD Lj LLJW Y f~n f~n 3 a 0 o U (� 2 � of Z J W M a LLJLLJ Z H H 0 O U Q Z O W LL H o Z> Q o 3 3 Z w Z z Q p w v o � 0_ W Q 0_ (n p p- 0_ v a � m W 0 N Z Z (/) Z " O W H H H H W W 0 W H O H H W U Y Of W > J W W Z_ Z_ J U_ Z5 J U W 0_ 2= O F- D m H w== U C) Q Q U 3 v o w 3 3 Z o m w ~ 2 0 0_ J Q C) r 0 Z C.� O IW H Q (n O O of > cD z Q U U i0 (D Om a- N N H 2 U J N N d N o -epllold 'l-elsonbal UJ >1 C: 1E u 0 0 - < o U < ��� C) 2 0u 0 co 'j,I��'j ': I c� > 6 u- ulsonbal sl:)nqjulc, 2 7w �o a) c 2 6 c o) (1) 0- 5; 0 i < . 165 q) E o- Q>> o Fh L- U) 3: 00 < 0 -5 ll' 0 Qn (D Z: 0.,, �- o j 3: U4 Nco z < 0 110 \\�WH V) cb Z= -X 0, a_ 64 L) V-) 0 n- F- I C-4 L--i I-- I I co 00 Im U- =' " <oz P LLI l< as >m oj w Q- -a z a 0F L C00 y'o < U) U) <C U=LoImc LU Va < u (D K Z CL �- �- Z16 U) L) z 0 z 00 U5 z< > um C) C� o 0 z 0 Z 0 w , + + + < 00 0 0 M Ln Lo 0 E 6 6 6 6 E ��Igg S �j 1; 1� s s w l U-W ---- 00 --------- w 0 0 0 Z 0 0 d Ll cli LL, o (WWOLL0 — — — — — — — — (wwot,) D M - z U) N N N4 04 C5 TT Z LU 2E o Z 0 Lu P Q ro w 0 06� U 10 M CII 0w 0N F KLU (D cl w X C3 3i z w F-- 0 Li z z 0- = (D 0- z 3:,o C3 U5 00 Q4 < 4<< J U: U :2 X,W Cr z '� �a ll� o< W'- z ZLU I-- C;dO w i LI LU L L,5; -. L - -Z o w D C)o W< m CE z C)a �-, D0 < 0 (WWOL� < D CY U) .L, (wwot,) Z4 dv4ns L 'o U) D "ZV z 00 N S31RJVA 4� Ld F- z ZQ < wLL Z m wa M W 2 Of (D D q) 0 d 6 C: w 00 00 0 -0 Q)7 — :� T (LLD 0 Q) E > ID !rE .0 'o IL 43 c Z -0 0 0 Q) E:t E t -C 3. 9) 0, 0 r,- C: 0< -,r- 410 Q) rr, - -q" S. < > 4) -r- Q8 'n 3: 0,- 0 w D:t'- 0 .9 0 Q) 'o w �o , 0 0) a 0 3: > < < 0 (D > Lj;, Do 0 c: 'o 0 05 'E Z' Q-) 0'0 -0 o -a --b ;E t6 Lr,- or- -a E c — c w !D'�i .0 7 D o c: r,- RD cl: 'f 0 S -r q)) co: E c E M 1) w -, - . 'w' E Q) :E' 0) x 00-0 uo F 0 E 0 E-- 5 a) w ?.s -or-) Q> > (D - _-,o c 0 0 E x, E 0 -0:5 0 -'i 0 2 p o-Q-6 u) 0 > Q' c' 0 0 0 E 0 1p. co: - '0 OyO mO 0. -j -0 o F�- E 0 -0,6 -r 0 0> 00-5 0 E 0 0- 0 9-0 o 0 -0- M-C E C., 0.2 0 0 C' ' =03 omo -u �3 0--5 (0 0C, E 'aD C,_ o m C)L E- o j�r C, vc) 35' E E - o o 0 U) a> Q> c E u) 2 Qu)) -Z c -0 Y 0 0 0 U) - DUU (D 0) r> -=O -a� .2 o -cw c.� oo -2 E 0 C cow r- C, U) N�NN0 -2 -00 -0 m -a' o -co E 00 0 ca z 0 1 0 �-. 0 ': 0 -wo 0 -a) 000 w r- 0 C: C: -0 L C: 3 "� —0 E E E a) 0 0 =1 (a 0 C, 0) 0 4) aa E o 0 -0 c: =3 VI 0 w co co:N.5 0 a) -,O-o 0 . a) -o 1p wo 0 c, -2 E E a 04 a) 0 o -a) 'n 0 0 SE— 00 0 L o E -0 C E > > L "*'� < - E E --o 0: o x -0 0 1 L p E 0,., 0 -C, C, x > I wo .2 z o- .,, -cl 0)_ C, -.0 00 C.: s - r - 0- U) Lu 0 5 "' So- E -6 L) CD C': �,< a- 0 o U) o 0 Cc: - 0 C: ;F 01) 2-2 -0 8 ') 0 L6 CS =1 < 0 0 ur, C, >s--o 0 --- a - ("E C' -C c 0---o <1 -C a.- <00 a E 0 >' 000� "00 CL :01 >' (r-D in a C: C: W UL 0 - 0, 00) a) o 0,- 0 E tr v' 0 c -.9 - O 'o (0, in -o E -2,5 -2= 0 0 00 0 0, m-i T o' 8, LIJ E v) Q; -0 0 -0 _o 30: L) 0 E cL -0--o u) 0 a) - 0 CL C: a- E 0 0:5 C, ru- -0 o o 'a' c :�, C: o E .2 1 4) -Y 0 a —=— - 0, —0 0-2 -a co, -a —0 Clr 0. a C: , 0 a (i -d '00 00 Em: C, 0 C, CD 0) 0 0 E 0 o -,i C, , C,-. E E c c,' E = cL E 'o CL E a) j-- (D C: 0 < E -0 = C: 0 0 0 CI- -r-.2, - -C Lq ---o U) ch: -d 0 > 0 < 0 Ld < a_ , L� m Z) w 0, Ld -0 . 7) U E, .0 0 (n a a 0 0 E .2 ou z L'i CD N vi 4 Lci 6 r 06 a; C3 iN7 0 N r4) P() 00 C\j < C\j (D 't Z 0 Li tj 2 0, Z LL < Z < in _j � N CL No�M Lu z C\j X 0 < oc r4) LL zi 0 0 >L) Ld 0 C\l LLI 0� LLJ 0 Z CID z C\j < C; z < Z WON < LLI 0 LLI LLI 0 _j z L) 0 CL Lj m L o a0 r6 2 CD Q < 43 Q' 0 of 0 ID E <o LOf C-) - 0 -0 N < LLLKJI 04 ID U- 0 00 CZ6 o wwz,ow E -.w gwc� lu6i iv!�) ............ C4 o < Z, LLI < ai <z z LLJ LLJ z Zoo Ld a A L L) in Fl� g LLJ 0 LLJ a Ad > (n 0 LLJ ONO Y LL, M LLL'i , I z zo, E �� rN �- �- L mwz 0 D L) U) 0 Om U C) EMS g L'i LL, LLI 2 0- <00 EL LLI W 0 oe CO 0 < 0 g w af L) o 1-- 0 1 Ozzo w 0- 5 -j U) o LLI ZZ D) Lu LLi)- z 0 0 M: V) M: cr z M: z w 0 U a- < w Lu Z 1� L) (if 1: wwF LL, " 70, (L-S "f o D< 0 C) (LL" < j C., "f z 0 " . . -0 30: <, w C Z U 0 � LU > 0 0 J LU :5 C LU 0 C) F ff M 0 LU 0LL L. z u � !L CD -- so� z 0 D o 0 'Lu LU < 0 0 o Lu 0 0 > U P F— (n E-- ------------------ 0 z 10 (wwgot,) NIW LLI Z z 0 -,t7 0 1� LU z Xf < 'oU CD 0 0 1?0.2 < w w z < 0 ()f m U) z: 8 0 0 2��C)CD (Wwq OZE<o OF) (D0C)L)� > Lu Z<,Mo:Z)50 07 1 �- 0 (D E u zc Lu wX L =P UO zo Z.;� IS >,., Lu QC Z) Zd UxUU 10 (D 0, o 02 U,), OF z �: , 0 (3 of 0 'D o 'o T, I.If LL, E 0 W, W E F-- 0 CO Z < lz C) L: LL, LL zc Fz< 0 0 Z soC Don 0 0 u 5,..m 2 0 0 cl L, . z . >- � f3f Z LU ❑W w D cl mLL Z Z �5 0- (D < 0 F-- 0 LLLU, lul� Cc) o < -X Lu C) D C) D �- w z z z , R O� o;zo D u ;ZLu < 00 m < -G' -Ir 0 co 0 0 -fn < co 0 U5 z co LLI D F-� V) b to z < i, , :Z) 0 < � 0 C, 0 0 LU LU Z Lu D� z 0 � U :j (WWO69).,[l-.z 0 LU z wwsoc).ZG 0 0 Do 0 0 in 0) c F- 5;1 0 ur q) 0 c > L, D 0 .0 N m c -C Q 0 C) D Q E 0 D 0 >1 0 r, Lm 0 --o 1) D OD E r- IL 0 c coa)r- 'c , cl, -C' a > n Ll) NE -c' E 0 0 Dg Ld 0 n 0 .5 C', �- 0 1o 04 0-0-0 C U) 0 .2 0 4) t) 3: 2 :�i Q�> Lcl - - 1) V o 0 =3 0 > 07 U) 0 D C, -F 0 C) .2 r- 0 U) > W D C4 -t _r W U (0 CL 0 -rw- C� L 0 -0 L) - 0 La Ld c c 0 E 0 t n (o 0 "6 -0 E 0 E 0 a) 0 mn 04 L, 5 C, 'o o 2 E E 0 -0 U) > E E >0 0 o C, 0 0. o CL U) -J -0 0 > -0-0 E E ,o C, 6 co 0)o, 0 'o C't _, 0 0 0 :�- (D cl 0. 0, - 1) E 0 cr 0 a E - -0-1 0 0 _c -a 0 C, 0 to C: CnD --0 n0 E E 00 t 0 E mc * -.' a- -2 -0 U 0 0 0 1) o 7u- --oo 00 2 7-' - u, 0 , 0) -mc 0) u C -20 D 0.6 E c'),L o 0 8, CL E NO) 0 Ci LLo L; (D o C, :Lmc , 'o co :2 Z 4 T, (D 0 .2 W &Eo '-L . �= o o c CL aW 0 U >, (D CL U 0 E E 0 6 1 So) -a or_ 1) -0 o- 0-.2- Q-Z 0- 1 C, 0 , V 0- , m E E E u (j V) E E 0 Ln E F ID C, :3 :E o.2 2-0 u m F-- CO) m -d ra- < D Q- n- OUT M (00 CL =W, co: m m cl�O (6 o6 Gi C5 C,4 c-4 C� C'4 (wwsot,) IN 42 O� P -Z Z < 0 � jr z 0 .w 6. w U LL. Li. F� (wwDlg).,o- (wwgq9).o-,Z (wwsod .0 L E < x U) w L) 0 LU <fr I? D m < E U) � � N LJ 00 in pzol� '��sanbU _ C C C o v zz<rq aaX Qo L Q- LoE o 0 C7 Q ��oE �NN ba C� _ - zo u Pisan s �n �� o //) O 0 1'r�► � oo dw n�In ¢o-IU d� U) n �Q s N r O M \ m N Q N +Lj W F rcdNQ �zr?� "1 F I rpOJ y.N�IwOQo Z►+ Q L J MN 2 m Q R5U 2OZ }UZWQ OCM X Va 0zZmxwooapKp Ld M Q ow-Nz1 LL Waor %® Wpm `J` m 2 .. Nwp a O �O�wO rn Y UW x� xza V Oa� U W a�i73 U a< =m Oa sz Y. m Ld oa 4 '`� d~-W O wo > Ja QW 0JQ Om a Q lNiD �OQmp`z x Ia_=r<° y o Z Z O 0z W in 9�ww w 9aN '�a 3NQ F coRCT-p OMQZ M WO 3z 1� V !i _I::: O ZrF map' Z zww - d Q O_ wire oo2z ��u=i ':a V f S ��mx Y Z= Z I 4<mz "aao zNr 1Wa1/Zen o' o N o a 4 vW N I O U O F E Z l,-,vinl_Ij I,r `� U)-�` a O_ W inzaN I ���3 " as W Y O 8166, O r NF3�a U W ¢ osNa- QIwNrn� UJF �UVaiv I Q N O O X(9 IS E WSWm< Z s 2 m o8LwV r m y W `�. N \, I I I I I l 111////// O < ozzcoi Q^ UJ ~ Wr M O UM-Z 0- QQ� O : •• i �zrP 7� Z Seri- d2z d mOP`z iota^���IJ/��IIII w Wzv> J V w a3 a?M< .i :, rQ z �� W 0�' xwz_O WW WZ 6. •'•........ \ Z _ _ WO 3 aOX'�� yeP�� N YLn z'f":..•ia SSKO WOQWU ///HIM 1\I�� NO QIL m W g cwi -� '.•Y't:t:'::, ��c'.�w ~zorw N dJ� o Nz woao ZxQzO Qp WO N JO OWEZ w aN as Z ww �¢z a Q0 ova a 1 ze b ?:;+. U Zas=ao Z� Zoo QW <' i� WR''WN J W J O A \ xU �cw m zx� s.''i:..,;,: :* Woo x r�rn Ntlld 311S 33S row `t`:+::,`;:r f;`/: rrz m J w O W �-Ld Z1� N w WC� - �.` a KWU�Z(n0W yrjJ�.; : �.•';:'i FZm W a uxi< OH Sw� ZY¢ ~..yti ^',:; s._:'?, `. �OaF� WO~ WMoo V) vwi= Owl m�W O �U Yarn U Q b�° w U to w U WJ� Zln y�jN N(�WT WWWZ j3 v0-ir MR =U pQ OgDcr �QY zU-) f m W UZZ V ~wo wm0)w LLJ � N W N V) F- (L Z L� J U O Q O Z 2 Z Lo N � O F q J11 < 0_ .ma W\ O N LLJW U / O w d H 00 O m rn o N Q r� o WWw = mZ Z 'NIW «9 Wow z _ z ^9 „9 -„Z l J LLJ 'OLS «Z L L /n z m w _ Q O� '^ .a W W o V I QcNa w Z a W-1I vU W ow N 3�mg mz W w¢ QwZ w� i -1L- rL �� cnW Ld m " M 0 0 m z o z¢� W ni °� 111=1 I c ~ o Q m� cn J I oV�N a/ oQ o i w w :__-11 U Z N Za r%111, o W<ww w¢ w Q �Q III —II J� W ace ?I� z �Z s 0- �o v m-111=T1 � rn �� Z 1=I11- rJ to w = m za:>0 Q O iTFIM a W U q m I m orb W na = 9 o 111�1- => W� a N J II I �I Y Q 7WU =- o¢ Q °a — - W o zu-<m a e oo -1� N «9 «9 0 W `m ll�1I Z = Q LL W Q U n 09�x O m mom U 00 = z LL. � ~ 0 z Q J <QO Q Qw� z <_ Z a LLJ Ln U) Ld O Of D U LJi L'"1 Q < � �w ~ w � �� Q CD Z F x z x x Z 0 Z w (n LL� > 7 I� In In J� Z > F- d 7 [[ ((O L 1� cn O v N N 17 C Z O t] N d z LL LL r O Z O w Q �_ m O N J a a J ^ x Qrn m ° Ld a LK WLLJ J Or s o - D o Q C.0 m N. ' Y Lj N U LIJ D I Z L -� Q U 3: -0 uj a 0 _ o O x z x �7 Z LQ N Q Ld O :2(n W �� z W aw �� � � N coept.zolj 'UJ vjsanbaZ10 WA F- No) U c� o o l U o �� N � aEo��sanba s �n .�� o s �a1.- 3 (a) O > �o U U h' ) -0,5 0 Q> 0 UC((VTT x� OOQ-O� v Q N O 0)N M 11 T N Q O o m N C9 N _ Z m-O / \ ZZ O O) 53.1' m � � V J uai E m Q Z a N rm =E O d r� Eo Q c N O Z �x'� ��' III Lu z -" XK O Z �o v� O_� I- mC2 J N X w "= 5 3 - III M LL a d2it N o O'+r / ♦ r O� NU0 a C = yg$F I Ear N CZ') N c� pyzw VI KNOLL � I a0 U¢ Q Qi > z �aW } N c� a �_ I N 0 a W o m 3 j X z 0 8'2" `J 0 It H Z J 0 N Z J f� W Q. M O M w -�. Q J U I ,. Z H¢ Z O N Z Q zo m Fl + Z to .2 /fll/ I V) w Z W o r 0 2,8,E „ N W Z W X O_ (n Z N ' F> r � O Q W N= U Y 95 O U a` I O w W o a m cn o z M J N o U It _ Z } d XZ d b m 0 4) I D W W N O -_ < H Kp O�g r �fn I �a ^ a V o w [O io N10 2'-7" _ ~Uy U) c O wi p n U vQ 2 �oF I o}o I , r000 Q ¢ z I Y 01 Y 1 0$ W II mw� / U H oN0- Two 0 O l6 NZ��w 5,_3„ 47„It dV iIII w�N c0 �� 2 Z W O OZ 000 W D:p W UQQ Q � I m-0 m O Q Qf•� E <JZOa �� w Of I JE > N �� N o5C mujcn w om w Q �� �- �w U N �r > O w BEN W Q V)d P41 } 44, 0- w� Y O I m 00 = 0: J z O• Z- a. UO �'r N r �. �00 Qj2 b'•5 w I yit x ' •........' F� 0 ..x I d � p IL a� I- w 000 <p Mo N U -.0 tJn o Uww <¢Z a V)_ 0 - � za ro0 W ZJ I U�I -Q JLl W> Z -I O1W- o ICI o L ai go= o�li1 Z I— OCW. < I O <0 ONO F- Z°°W X m� Mj U ZOr CJa W JE I 0 wwj�Z 0 Do r} o !n I 3 N O m¢U OmU i fn W W �wZ 11�\ Ow z d' ��(n w I EO �V1 =OQ OO Ld < m� .CE UNFQ m QwZ w �rW�zZ O� !n � �rw r �j C-4 o z0 �X O Qmm �z (0 U a0U I oa0op =�_ Mo=z Y Uw n ~ me z �o ��oo troy azr¢ Q Q y ON wZ OZ Y d_ I L) I boa J oU< ww a oar w U ZQ nwa w a I Eoor Ll o o J OOLLJ o Uw �w� ~~ �°-N w�- C) W V Qr n - w�� rw 0< LL, o I^ i Q Q U -0 U) =U QO y I OD UQ HQ W 0 O w n w U�w z �'0z ^ 00 -- � m o �z J ��z no U¢ -a: a a m 0O � Q�� + - W \ v Q U I U) C) m " �_ p � 2i W Z N I m N ZozJ J x o d Q m U L ^ ~ maw V) W r J O_ Q 2 m W z I ^ Z o o w <OL w W m m J �L'irz U x g 0 «lo J O U (n ¢00 Z J =Z JW W z U) O �waa� r` 3 ZY a D W 0 t O Q �OL,v o w Q W�a¢x Ir �Q N> I m U 3: Alw r m 00 � �OYmz row a n N U !n o p � W Qww w0 - �0 I m U S��JVA w aeij w 0Zr�� ✓ Z n �U) z w� ¢ wWwwZ m > rOOo m Z O N I �w "Z� �5i m Z Q m x�OOQ z� - C �v� w �W J �Qwd'J O Y Q Q <- DJ OXJ W Df v Y H< Q I Q�000 CD c OzoW� J - VI �L, 1(15�Q w I m I w� a�p0r o W gip~ z 6i�a� �c zZrQ~� 0 3 0- I N�Or OS� zz m0:2M z W U >-m WmN OQ 0 J F- n m ~� I Uxa m¢ =LLJ w ° Q Y OU <� �� yV) YLLJ OU wo I m m xz 0 zoF- ¢ _ Q Q da Oe wo w�QO a U 0) z a r� >'o J W W O �� a Q� O I LLJ = �< \ T w} Ww O I i CO V) Q C x 0) pO Qmvwi¢wZ OY Q p �p X� :2 mUamp- - iZ WU W Z _ w^00 Ow_ W �O v \\ N a J= Q W -' J W ��-% rw =mZZaH \ F~ Q Q w �' i�uwiQ Qwd ww Ja mini a J F: Ja a U Ld a�a m�a N � < w E & Z o III rwm ��� JLu J xz wxOaoU b �z> Z w¢ I- ��_� OrN JH� Q O rx Q nwQrO W - N - ¢ ¢ J O> J Om III �rrJ WU w pO Z N m v N o u) a I- V) V, -j n x pO L w } Q z>wm0 xao? �cc�w> ~ ¢<ww� z3Z Q-rao oammm m�Qm w�Ocr za = W E W Q m W O W' w W J 0 O� Q U r Z m ofxzQx_ zQx �awmo HziJJ(n� Jmw(n W Y J w< Z o 0 C) U) N Z o O .- Q C m W m J ,V J E w EU a X X Z £o w x o E W YIV)F- o J C7 O w az O U w + UZ I .000))a00 w0 Q �Jz QZ I �0 i w ~ w 20U J Z bi V) J a�UO a,a. N Jo¢ Qcl) w ��� o O Q� I vJ U< w ~ mo- U Z J � o y w z L- r� U = m Zo J a Z w Lj Q o om cl-n< Ym U Z w W U <ca N o W () U Y r U J Z U S 0 0 W J O W Q J w f g -1 < a 0 .01+ ^ I V o W 0 z Z m (n d o = Z \ _ Q N Z x �Z zJL Z V' \ O w 0 z Q o 00 w (n mWz��o J I N Q 0 O ci ,je w Q Inx�~ac.� U a�ow3�t� d J m N F Q U > i a) I "a a J ~ Z o �n D I Q~� oo z o Q mWH ih o� Z m O In W (n O �F- r �2u) UxQ <¢ „96 „tZ „g „9L „Zb O co U Ol Q ¢ sanuppold '-Pisa � nbaZ11.0 J Mp Lo N p(D O 0 o v p a -a o Q�c) _Lf)r-o�obaLs Dn .TvV >a d1 o oo tci [� COz�) OO L/=Oa c D- _O J o p ma� oao�O� NII Lc) LF, vI () r U m (N r O M N I+J co N Q W W F p 0 ~ Z Q L` ~ a -N a �w z mew ovi W a J Zv o z �1 o d FJ� w Q rn WH �Z� ��-'z jZtn w zza zJo� J~� U \_ N g O a oFzmwFa �� �w� ~w� w�aa �ww a o m ¢� a� W Q M OOVIWUW Q J ��'~ Z pc- Y o UO W Q J 00 a J N X amw �a wo� �-09-. Y4 a w'nQ rnz w} a o Q Qd' DOrly UFO ZHJ a0� OLq Q'2 In =J f�1 w L1jJ m m0a�� �zo Z�J JW} HWNN ZJ� Z Z1=v) gw �W a H Ov)a'� F d'Z Q O W wow ZJZJ aC7 O OUv) a.W oa. H z w �nza }o wooz rvi� z wz-a-z Fw aF a O o O JzW ro zwz a Qw-wJ z� a o v a5 wala�x Q (%1 Q aUO �avl z0>¢ ��� Z mmval womQ �aQ ZO pew tW CFJ >w N _ N c, v o Wo'z n' -w(a» wa O O > v'F J� W�� Uo� Ja one v Q ~ _ ��W OFz wo�WN mz0 W WOE pp=N NWO ¢ Zwwo afn ��w`' 01 N U cn 3 f O�tn m F Vl¢41 �a� w ¢� UO zQ N Q W o 0 ziU zC'za 5 =o o w¢m wo wY o vi W �< J=ZOW I OOj� w�W H a JW OWZ(N'��H d'OJO ?U tn}W �U �W N Q Z 00 d 02 To) a- d U)w KW v)QZ F�aaZ wN0 Fm wmW fQ of Ve J r Up POOH Z o QUJ U' F� mo- Ow�D w O}Z v) M a0 0LLj WZW QF�� WQa mZW '�'10YmZ rfwJ10 JU QQZ 00 Z3 Z W In Z N >> U W w W mw Zof~F� vl>�U ��� Ymr wow'nLd UOvI WO wow Z Q WwZOwU� wQoo �OxQW O UOOw ao�ao �X� m� �oF ww Wo U YiA > aN ww~QOw �QRR, wU~F w d'm0 LL'Fo it �wwo Oo OML w� Q M W SO d'mnl mo W a WQW o w -F0 a J�Q z pLwo Q �N O Z a cog zc�iU6o room oZv�ia a Foa >rwz maim �> owa Uo 'a o 3� or1),Lo, L"Mm rz ooxw Q>L J otYi Q0 UWw N� LE Z �w Fp�ow OQzF Zw_Q �wr mwz�m JwwO �U za o No = JJ Qom fYWF-O 0�u! Q W0 (�nn oa =J WQ'd' } OW�o FZ }W \\\ _ ~ a0 pJr fll ZQtn V) n�:J M �ZzQ l2Oz .10 vl'>} Qm fnm0� wfn Q� \ N V1 O J ZU a2si �w�yOJ UJOQ JaMW O a'0J JJawF Oo�m Fr 0JQW �K ~� \\\ //� 01 O O V W J aW wv)�QZDY JQUw Fwd'W Z o¢d Za�d(n JUwO kl� WQ � Wa QO \\\ /// ,� � N Q d O za wmwm¢ a w� z 0a Q U > �mzo atn W aU x� Mn W \\ / >. ,� oI� Q a oN ¢YNa�ao ���Q w�Um z woam Mwwoa mU �� oNFw w �N \1 \\\ // y a o O Fa m=zw - Wa MWaa o oJtL3N oN�om cnrJw oo zviro WV-j o? III / �?� i� a ° o� U 3 o� o vl (- roJ0 w w vl} ¢ / / -___ i 06 two O W O �0aw� w O �oDu KLLjO Q WvI Y _j = Q KQ oUWmlri�mOJO OJIrQ ZWOF Ww <~wW mVWo'0 za(na aN UWv)a Od' 7O II //'' 1 QN (Qo N-U''t a O O wQ WJU Wm a LLj Y(n W Wo Y // 3 fn NJ o,a fn� U vi z =� r m � UW aamw / O wJ wWz 7J(l1QOli ZU1 a.Z JwwO Ja' ZZwUI EO, JF OwJ� �Z Kwwo Za WO / �� O OW O0F.0 o �a �a»�o w?ow a��W as ao�a oaz?� o�z� rn� ZaWz a3 �w // Sr a zoo cn ri Ni a ri co ad o o / / / // / 1 w 4 w > Wi Ld JWo v rnwLLj a oQ �° K amp Ld cL vo oho o ono �� A i� z Z M �< PSPNP 0� ama �� o\ \ i �� oo aaz wA 5) oN — J 1` �, J J o gIGK pAD �SPOR�P ` z� /—r� nisi III _���� t1.�' E OF503 v; coa \ 'ao= oat> mm �IrrA1 RCM�N� g3pA�� o I\ n �' //��� 32, N N cL J W¢o FLO \OP ON? S p\PN i \ Ill wzZ o'"so Z o�= CONG�E i i �P i�� > III mma tnffi o�0 a ¢� \ �II aW Wwm �i U i 9£s \ 111 / �mw oNab w r ozzw F_ L IS5y i ���' /�'/ \ �� �\ \ 111 \ ~wLLj m '�wv�-iw °17'01 i RECENP\K \\ �. `� \ \\ 111 \ rv`vi� azma Nspo / / // 10�86 9� G1p5� \\ w a\ \\ \ \\\\\\ OR \\ > U \\ \ \\\ \ 59r 0F' \ \ o Go�GR��E%� zoS��_RePSEMEN Ld / �\\y\\\am\\'\ SrJWL�JWaoz^ II II IIIIIIII cvIIIIlqI• Ill. _ e_ r x \ \ \ ®0,e0, ,1- o�`I 'r=+W-0 ?� Jm� \ \ \ I IIb m. \ \ \ \ \ \6'8° nnzoo m Iq %D.6m wwom \ \\ \ \ \ I I \ \ a \\\ ko< amQ II III ayl \ \ \ 011 gym. �' Q _ \^ \ wao WIII III II WI Ih. Z6 \ \ 0 �r Vl Uno 1 1 o u o \\ I z \ \\ \\\\ \ 11 II II w \ ee ro mr\ \ wa \ \ aI ct \ \ \u \ Z \ \ \ \ \ O\ \ \ \\\ Ua \\ ww \ ��a II II II II \ o I Fdp \ �I oW,, \\\ ow E III j I " zi � �� o`O II Sz 195 mr %�' 6rx )* y C � 56. w M I \ _ \ II II jjLdw ~U Jza II ono II II ° II II II� I� \\ I wW \\ \2\\ \ II ama II II I IIII II II IIIIII_ \\ 1 Jzo ° II II L=J== =4 I —TT�I==_TT LL TF- 7TT- T4F-=L=�1--ITT==1 TT= TT==-T �I===-� II \\ I Wwa \U \\ --------JL-JL---- 11-A---------I-A----- JL_JL------JL_JL--- JL_J--------------- -IL_JL-----11-A-----11-------L-- ----, \\ II II "I ------ - - - - - - ----J I II III lama II ' � I I � _ I I\ I II �� wLU w uLu oy z� W x I III li " Jzo ZJ JZw O OQv } ZJ W I 11 a Um nmz \z I II wuo E}z mW� mac aaa �ma nmz w2 I II SEA a=a ono=m ``wm ti�a m<v' zU II II w<� " m w< w wox a �xm Qo II ama Wwm ama 5� �J'Soa oWz wwox r _o< `J-`wc wan m¢�a a w o oi,iz amQ JoQ w �aU Q W O n,,.IZ SLJO wa ZUW (D ooaoo www SRO OtQ www a�iQ aWQ o<o �NH aww W� K20 OEM � O > N O (0 O o 3 0 II Z o f o Z - M 0 0 m U C 'p 0� � r O> C ,Q J Q � Ad O 0 z 00 N Q a a, 2 Z w zo OF- _j Z> > o v�i >¢Lu z a j 0� o Q d uj w o0 (n � w w w y oN Q o j, °,' N W 0 uj o voWi voWi aWi m � � m .v w L 0 L 0 0 o z Lni o a y otn J x x x w w w D x of W 4J O O W a w a a m m w m o ,N CL I II I co '4 Oe. rn 2'y u I sx } III e U U I 0 N - �� N o t.zol� '��sanbal �pN W z i 0 X Q I A l O a-Q�p O oNC •0-> QQ ����°��Wj_ _oa, u��� sanCUoP Z5N�Lv� �f.C (Z) O �ONO 1/� O a> °]V=O O Q 0� U U� to U N r o m N M ro N Q O N 0 O Z QO LO LO U -i } ~ Z Q L� ti N W mom L1 0 0 Q L[) ¢w� NIW ,Zl z o(n w F- Few =W w W a M Q L� N LLJ p ° 00 00 00 U, W 2 J N X Q M W (n>z Op°Op°Op°OO Zo �7 U J w N af maws o°� o� o°�o° Qo �c�i o z 0 0 �O — I I on o0°00°00°00° �r m= Q W o I J 00000000°00 F w d 3 0 y cn X N D0 _=III= k' w=a �0 0 6oMo° w ,0 oIt o V) V) o 0 0 >o�OZ o ~ Q w W O° III —I I Z OOU¢ 00 00 00 00° wCeL,Li m � O °OoDoO a J- N ° _I —III— _OD m 00 O °O� O°°O� J¢wzm w F .. V � N Q Z o —III—I I J�VI¢V1r o o Q N Z J wz 0 _ 00000000 �cna�¢Z Q W J z° w o r- ow I I — III= �a w �g ra¢zwL+i J o F N— Z N _ r ° r o ¢ W<wLY� a —I I I -I 7' / 000 O O°° �Fr O¢w V~ ¢ Z 3 J m ¢ m� m Y O Ow Q J / O�Oo tYU On00 ZaOrQtn O No w O u w_ Cn z M a /// ° L9- o o o -�' = a'�aZ O w�^'-'-' ��� tt coo O _ III —III Oo �� Op. �3Wszo �, 0C) a =a Qom w of _o W 0 Q ° °O ¢ ° °O O Li Vl m o w p w¢ o c7 z Cl �� I - III Op° wio Op° z00aw¢ Q u w z O z w u .Z Z Q Z O - -III — III. �o 000 WM Q o��oo� FwFLL mw3wm m=Z w o a �LL�� w �- \ Oo� =Om Oo� o J ¢s2w.Qor Q' uFOF ��oww >?(D w (J -i U) Boa LL O W $ M� O° n zULu w0J� z TFMgo?o �o ��F 0�0 w N d W y v o 0 0 < ¢ ° I I=1 I I ¢ 00°°�_ v7 Oo I O0 om�maw Q 0o J E' Y 0.r O-III-I I 00, N °�o aazJv=io z I I I v J N o" NZC,4 00 I I=III- 0 O°oOOo�Oo zo<=�� Il Il I Q oz 000 o— W_ Oo00 0000 ZW �zzo-dO U \ \ N c00 � 0 �wZow III I W ° O O 00 00 ° O W Ld F- It H Q a z E D J ¢ (If0 ° in¢ w o wSL'iaor °OO I I -I I m O°�o o0o°OOoo wV) m�z=�z H \1 \1 Z a Z 0 V N c�c�aLicn O_9 O O >_- J ¢ W o° o° QaW3�¢ L w Q Z p °O O O m =WJ LS L.L 0 Ld N -- ° O O 00 - rncnO�rno O I I z o cl w �¢ __°O°OO ° _ Uoornzz U I�Ln d cl Orw O0o°p° °���° azZUt=ilQ O wU 0p° O° p 0 r3¢w¢� z U WW o _0 0-0 WowZ3o rZ -1 O W Z �W WWaWWQ Lr.J o m w d': :'•y d . a� (IMI a3nvd z NM 0 ° O ° i(y�, N `JNIlSIX3 " 1 O V)CN ul zz ¢ 0 a Z \ wLi ¢¢z Za Zoo w J W J 0 O8L J U U a w H aU -o x O4yi> w w � oQ � ONO SZmW LL r �� aFd oz WoZ '-wOV 3 LL p m z o m W ° w O O a m0z oz 0U FLaOj U j w F a no W� W� W Z wo°300 aWmo ¢ o0r� Z W a� w3w wx wmF uj w�a wQ �a� m� ~wo Ww�w Z O =J O J z �Z _ �HLL v2i� (nJw rr '\ ZOw, ¢ � p ¢ o awN �az� w� FNF CLIt ZFQ W ll r W W z w w Z w U � w ¢ v \\ .. z o w w = o z r u rn a r ¢ram¢ NW U� z w w �3wr �a aW ° F- \ °z ¢ to LLJ J Z O 0 w H Z of ZF F CC N \\ W¢3 rw c=�° r m \ Z 0� 0 a azf-'o JLn ¢N \ ¢W W = (n0 ¢O W a Q \ Lei J Q W a'W Z In ZUp rU ZX ap O \ r o f W W= �W �z w�a0 Lew �= a i J J ¢ 3 o O r . F W U w U U O W j 0 W a ¢ N O \ u 3 z A wOz Za ¢O 0OFU W¢ W O �z�w w < z 00z o� �� arUW mr w o� r wo \ uLLz� o w o�w Uw z(n mWa00 o¢ �� W Joao � 2 u Z Om OZ InJ U �a r�� Z W YOr r VO }wwJ z r W3 J Z w �_�n �� DU Jra'¢ W m X m0 0 Si Y¢ 2 > J W w LL�2V' rr u H O Z O Z W W m W O ¢¢ J r ¢ ¢_ Hit J w J ONLr oz ¢r ¢� �LLJ J¢ 0 O wW \\ 03 O r 0wz r� oo �F F � `° a O 03>Lirz U� OJ�U �w Wm aElim m LL3 \\\ T\ W W W WOd �Z �FOZ N W 'Z-WO z-i ¢ W zo z¢aW� o� ZzoW- wQ ��o Zoe QF WWON OUFo SLY lnW= F� z \ \� J za Zz mF�O JJ UWZ_N_Z_r�pC'1 W Z W W Q �� �_�~ - ¢WJwOD WQ WF J3 OU)�Z>¢ aa' r wZ \\ �\ LL��= (n0 Z0 OmO ¢W !n LC �u'^o - xtiu J LL W �m�o�a 0tnV) 2 OO�JwOwOO�WZ ZN 0 FL w0 �Go� z a3m �3LLJwzz a ztnz>jw¢w¢�w zw w =o� z OW tnr -2-a O CC-J W (n CC¢Z ¢ Z X w¢ _ C U wW_jw mz <ELMZ W=�3°r zN Lwl r - / z Q N� tnF¢(n O Lw-i � Q Mmw� P WS <w Z � > W z0 l W WN OLw Vr U ¢O W 0¢W J ��F O00 Md mm p V r^ mN rO�W W O V d'Z2W U O¢(n fnJ(n W W¢ W>- ui ow I z vjl z JU-iMO� a- 0L� Q- cnm? ¢w of (nm w0 Q J W O I m r o g ¢zm�acn ? a m ci o w �¢ z O O 0 = w02 wLd o= m LOJ F W H W 0 0 V y 0 O-E�_ rLLJ Z W (n J W !n U } U J N � LZj F ¢ W U J ° ¢ w O W W J ¢ W CL I ¢� 0 J to W ¢ F a m m O m ¢ z F O W Z W¢ 0 U W ¢ O FFZ DO O WJO O" J W 0 J °U of F r F U r Z ¢ W r o N H L r J �_ 0 N N F¢ z F w o 0 ra= rwa � Ma mz w� z}OW rJm� ¢3z; O W Q ZWr VJCC= F W �� 0¢ 0J Z> !n J¢W Z W �_ ,¢ 2 z W a J O U r W z= m W V U (n ¢ a U O JIn O w 3 o N (n W U J Z W¢ ra W !n 00 ¢5 Zr Lw ¢ Z W 0 a0 03 ¢X moo¢ m WW wo00 J m w w w rn�v aaQZ w 16 -� Ww 10 r20 LLJ�o>� �0mo¢ ¢ a ? ? w a�a F�¢� 0 3 ¢ orr or c�FOWN Imiim�� ¢¢¢oZ vai J � P r z¢� w0?a a 0 (,io 0W ao Fri I (nrma=�L� og S J O O H NZ Or W r(n W O Z WIL Z 00 Ln U¢Z ZOW Z > p ° F r O O V r 0 J M W Li a¢ O V U Iz U¢¢ ¢- F F Q U w OU W 7 Q D In ¢ m d ¢ O 0¢ ¢ a W W H W N W W W (n W m Z ¢ W ¢ ¢ w WWvi w30¢�J w o.0aawEL ¢a w �¢�o� OQHmp¢w�0 ?' 0 F W o W W Cl' W a O W $i J¢ a' J ¢ J O J d W Z¢ J- m U¢ F J J U S FU r a(nr ¢ W J r IL¢ J Um J °m a' H�¢=¢� r N W W Z a r z ¢¢ ¢ (n W W rm¢ aF z m �Y-JJ(nJ ¢_ r J X X ¢ r r Z Hw N a m w 3 z ¢ F J!n F S ¢ N ZJ F� Z O Jl ¢ t o J W W C T] L L I Z- Z ¢ a Z W O J a' r J Z r¢ 0¢¢ J r O}} �i 3 W j ;' I H W Z a �i z l¢i 0 0 (Y J W F jr LLyyJ,O J- r F ¢ az Si LLI0 W W N Z>ZO OF = W F�iO Q�p ¢ Or O O O (n W U¢ Wv r a �' Z F O O a' U D (n m W J Ora a0 O¢ 0 m U Z U W.} z Z r- W W a 0 0�w o ¢�� ¢¢In00� 0aaz �UJLY �oU La '0 N Utnm 3¢� �L,iZFmO¢J¢am¢ CZ, 0 U (n U z ¢ J a z U Z! n a Q 0 W O J O 'L ' z 0 z w a o f ¢ w 0 0 W U w J Z (j w� O aw0 w J J z �Z�p zz Fw w0V ¢ z >�SiV 00¢ m>W w ..C9� zw aw ¢ z o a mo E zWo U� rom m �zFoa w}aF>�z oma Ftn w no 0 O O Q ¢>F W ¢ z Umo a. -a U V W �r ¢ w ¢O lWa1 m O9¢ W - Z S N a Z a z F Z w J QZ U Q U J¢ Z¢ J O D W a Z N WOW 0 d r r U =O r$F_ J U¢ a OlaZI+110} z(n Q O O Uw O Z W Oa tnO W ZO ¢ Q Q a'� N OJ�ln Q W m W aL mQU� Z m W Z U ¢ W¢ z ¢ 26 Wlnm W ¢� ¢ d w r J~0!n H m ¢ U ULO O ¢ a U LyaJ s O U wM J 3 r W m� H r a Ly aJ E. J?i¢} Y a'O Z� mF J (=j 0 W ZaLyOJ L�\FZQ�z>U�U_ Fa Z Z F J > Z r> W V J O w Z 1a 01 W O J 0 r J- o (n J I- U F J} W J J VI a' Q W> W O 0 z U W ¢ O 0 W (r >L,�'j ZQmJO W W W ¢w U ZFJa' V-¢F 0 O¢J U' J3 �a �aFU ¢ InQU OJ OJT 3 DaW 00O ONQ OFm W��zmWln c� z �mFm ¢ o m 3 r O zL� w ww wo cn F m00O W r ¢m m w uj¢�z 0 0� W z l =la�W1r Wo=O\zr �Uo oQ U�� N 1a�1¢aowa Ja OOJmZ�¢ I W QO W a W C�.�W O Q w_ zO� ZO O pa�°U ¢ w N¢ W� J�� Q~W (no¢ F Wr YZFm w Oa Uv wwn UU F3� Uma Q� c WO�JFar FOIWi 0 r FU o ¢ r¢ r O' W a0 a S Q ¢ ¢� R\W Omr U J Fz InU W al ¢JQ J aU ¢O ¢ Z Z!n !n -Z Z r U W > W W !n z U r a ¢ U_ WNW_ J !n O° 3 a W p¢ 0 J¢ a¢ Z D U J O ZO Z 0- 'W U ¢¢ 3lYZ ZJ r F D a SU Or (n� 0 ~ FFU 0 V ¢OF W W Li¢J w¢ (n O ¢W m m OO z F ar0 Qa ¢ rJ raV W KU Y W (n�� !nN arm J3 0¢m¢WOU�zW�00 _ w J U D O¢a J LY LY 0 0 O U OO - Q Z} Jz O OOw JF V, FU 0 0 OZ¢ mZ QQrO CCU V ¢ pr W¢ z Into �(nW ¢(/LZ W �'0 W dd� > 200 �� [C jz CC tnU WwW U CL L�FZJ �JQV \ OOU (°n J ZJM CC U z¢F w¢ W N� WD FW W w FamV OU OpW ZaF WU Ow5 OIW,.I-i H OlnN rr NZM wo or zm ZQOf Z0 J¢a�Z¢UZW F F Z J <J r a W w 0 a O 0 O O 0 zO J V Uli z Cl_ d a CC¢ W U(n O!nw W ¢H W Ja O 3 ON to Lu O W m a w F a z U V in ZO fn3= (n FU V,O2OZ 0UN ~ (n (n - ¢¢¢ to J M w 0 F 0 m > O FrZ WW r U J a r O w¢ V Q a' r X X z J a W U O U W W r 0 ZLa1 Z a W O a W OOLC O-N J(n0 �Q Z W V JO ujuj J ¢ Orw CC FJr J !nO W W 2 ¢Z(n^Op Zm(n CC CL J(n In¢ W 0Xr ¢F W OF OO UOO WFD cr W 00 F000W°U¢V7W0 UU0 ¢?O?O O Om¢ o¢z ¢¢ � af(nFa (nV) U- wOOm r 3¢0¢ m o wL�c� oJw(n3(n wz� rr zz(na O m H a J Z 0C W 0 0 Q cV nj ui U n a ¢ CO d 6 W LL Z ¢ m U N N �pt.zold 'vjsanbaZ N W2 �MJ V_ �II�• O i N AE 3 3 UQQ 0oC y a0cET .C uba Osan yNC �n N >mO c.O p 0> Q)ai o° O V= O a: w V) 3 O OQ Of U N � 0 m N M OD L _ Q) N a m O- O N (D 9 't O N N Z w Z -O L a Z Z 0 11) U n.N 00 L a3) 3 a 3 O J w at QYZ a imrQ +� Q o N N 0 s wEr¢ 0 c��a0_T0 c Hw a 0 — -0¢mox .o a" `O cO a) -w 0 a=�?W ao �- O u LLJ 3-o -C � UZC -o C,m w J NX �� _ �w ° yt a (W �N Q M lai O m _ N C U N O N �L O 'J 3 afotn Ld H O X O •" co N O" c c O ¢O� O a N� " ~O� Q Q � ,~ ¢ o-0cn �E Eo3 O nwaJ !\\ v N o yzC7 wo.oVa� r< o Enw N Qn W oJJOWO_�_ co 0O( c� ONO YEO W N O O aOZw O O °a O¢ E' O- Z Wow WZ wO 0 OEQw) WO ~ YO UJ OWO N O,Q IC-0 O WZ?Z M O¢oO > OZZw KEN OO_ 1E C) N Om C 0W co �O O" N dQj C c a-0 OE O-.o O zoON Zoo� �00cn o U�ZO °w >,>-U / -a v /N o ,oo O o <NN ¢L N � rnWO v 00 0o W O (a O c._ c - L L U 0 cold m O 00 0 O 1 N 0 0 (n fn -I L -0O d - a) O C // /� " O crw O O j �W O O� () O O Q O O Z�m a w� 3 a /� rti ¢ JZO�iI a 0 // }ild >wod¢ O `c ai //' i%/ w ® (Q 1UauiEn -000 0 „/ // A' co J /jpiY/ y cli NO. wLL ¢zaz L0 ��1 -' �,�� �/�I/4/I � / \�y�\�\/=/o='_'��_ UF.sG�7 \�• �Axf�GP I('F �vER/NUG�MMCEENN� �\OPN g3a��EX\S/ �WPRPP �sERj_�i_N �J j\cz\\o a UU �� M�RoARNSPORC > MOF o noZ ZiOPo�ow �Z mW oL�m ' waawW0 Ui 0Ir v Ammw 0O�(/Zui 0 wvw59 o \ui waZ PRi / R MP�N%�/ ORE�E�P�K�\\ �. �\ \ �" \\ ��� wzra Sil\ \ \ �o NO / $���wP-i/ SN�i/ GONO/6g6PG�p5'1/'// LU \tea o° %Kr�pG � \!!\\\ o \ gv I \ \ yNvb \ I \ I \ \oM !!!\ N \ \A \\\\ \\ III 0 �� o �N o do Q \ ` �No y7G� \\ \\ II n \\ \ m � y c�� W �+, U �,, � \ aQ, �$ a 1 \W \\\\ 'O\ II II It \ --'\ U �d� ZNaPi6 4-oo`i' (IF \A\\ boy o?o ZrQ \ I \ \\ \\\\ jZ '"'r��o o O0\ V7-3 �m� N `l� v co \f �Z ` \u' maaa v o'er \ W� �y o I (\ \ \ W; \ \\\ Vol -- — — — -- —' — — — --------- --- ----- IL 56. a "11, ,ZOa00N I ro fLz j3 � 1 N\ \ \ I` W M I' rQ\ Ln II II IL--J -L_ I __ I --� IIII IL i_ L_�i__I� I_ 1----J �\\ \0 1\ =TT�- �TT�- ITT T+F -7T=-T+==------T+==-T =-T==�T--- I , II II ----------- JL-JL------ JI--11 --------- I -A ------ JL-JI------- JL-JL-----JL-J------------------ IL-JL------- ------- IL-JL ---- J --- I \\ I \ II 11 i I I I II II I I I I II j1 II a r� woYF > ¢3LLi J O W W Z W LJz0 vwiwN 'mu) cn Q U ZOO$ 0 CoN B C14O O to 00'< � t -Y ° II w w U �avNik' O m 0 7 � w Q wz}� _ ui ~ZJ > $$Z w_ w> w m p U z w O w Zw w0 wFW JO � W ¢ S 0 0 OOZZZD)f0 0 c c >o wFW ~O a� U) Of Ozzw ¢0wo ¢ a i cw w vi ww w0 �. VI 3To WJ0 -0 w w 0 w w CL uj U �N zF ZON Z z ZO�zO O O O W UO >°w afaf� of DOf W X X X 6- wa w a a d of w a o 00 � 0) 4 I II I o�sX o g y III Cc U U II I I