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HomeMy WebLinkAboutDocumentation_Regular_Tab 12_6/9/2022Regular Council STAFF MEMO Meeting: Staff Contact: Regular Council - Jun 09 2022 Nilsa Zacarias, Director of Community Development Department: Community Development 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 N/A ATTACHMENTS: 'I SPR 1-22 Starbucks - VC Staff Report w attach I Rn I PttPr TPS Approval FPL Letter Comcast Letter Waste Management Application Agent Consent Warranty Deed Queue Letter 21-085 5-19-22 ds Water Statement SS Drainage Statement SS Fire Statement SS Sewer Statement SS Traffic Study 21-085 4-25-22 DS Letter Impervious -Pervious areas DS Location Map Surve Architecture SP-1 SP-2 Sign Package LP-1 LP-2 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 PH 5-13-2022 DS Agenda Item #12. VILLAGE OF TEQU ESTA Department of Community Development Staff Report — Village Council Hearing — June 9, 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 Map10 ( n T� owrrk .:l J Ma.M IAw 1 Page 132 of 565 Agenda Item #12. PETITION FACTS a. Total Gross Site Area: 421253 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 Page 133 of 565 Agenda Item #12. 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). C%ITF PI AN The Planning & Zoning Board recommended approval of the site plan review at the May 19, 2022 meeting, by 5-0 vote. 1111. 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. 3 Page 134 of 565 Agenda Item #12. Commercial REQUIRED BY CODE PROPOSED COMMENTS Development in C-2 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. 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." 4 Page 135 of 565 Agenda Item #12. 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. 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 a permit/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 a permit/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 5 Page 136 of 565 Agenda Item #12. will be conducted at the time the Applicant submits construction drawings for permitting to the Fire Safety Department. 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. The applicant provided the Village with the Queuing Analysis Study, which was reviewed by the Village's Traffic Consultant. The queuing analysis study was conducted at two (2) locations, 5932 SE Federal Highway in Stuart, Florida and 179 SW Port St Lucie Blvd in Port St. Lucie, Florida. Per Mr. Grieve's email, "We reviewed the queue study provided by the applicant and it appears to be good. The max queues of the study varied between 12 and 13 vehicles. Both of the study Starbucks are on major roads with relatively high ADTs. The 18 vehicle stacking provide by the applicant should accommodate the queues." Please see the attached email pertaining to the Queuing Analysis Study. 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). The Planning & Zoning Board recommended approval of the site plan review at the May 19, 2022 meeting, by 5-0 vote. 0 Page 137 of 565 i d- ,Aw ,T µ' t �y _._ ... ;• .W, � � . �a � I is � I—: �. �'x m .. F � Agenda Item #12. V. PROPOSED CONDITIONS 3 3' METAL CANOPY REFER TO MANLJFAQTVRER Lo T.O.PARAPET WALL T-Q.ST0REFFtowr ■ e I ■ . �II-�I- II-I�-III-I r ■ Y EST ELEVATION 50-UTHWEST ELEVATION T.4.PAMPE' 44{kL L • Page 139 of 565 Agenda Item #12. 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 Page 140 of 565 Agenda Item #12. 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.or Building Permit Coordinator/Licensing Clerk Village of Tequesta 345 Tequesta Drive Tequesta, FL 33469-0273 Phone: 561-768-0454 Fax: 561-768-0698 Page 141 of 565 Agenda Item #12. TEQUESTA POLICE DEPARTMENT I . 4 in 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 Dag e 142 of 565 Agenda Item #12. 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 PARKER•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 Page 143 of 565 Agenda Item #12. 1RANSP O RTATIO N ENGINEERS & PIANNERS McMA.110N TECHNICALMFMORANDUM 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 Bo ule va rd, Suite 400 We st Pa lm Be a c h, FL 3 3409 P. 561.840.8650 mcmahonassociates.com 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 Page 144 of 565 Agenda Item #12. 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 Palau Beach County Traffic Performance Standards and has been resubmitted to the County for their approval. (2022-04-20) Comment addressed. Page 145 of 565 Agenda Item #12. 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 dumpster. 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. Page 146 of 565 Agenda Item #12. 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-2, "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-21 "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. Page 147 of 565 Agenda Item #12. 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 Page 148 of 565 Agenda Item #12. 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. Page 149 of 565 Agenda Item #12. Ms. Zacarias May 13, 2022 Page 7 of Project Manager WAG/cec F:\FL\11172M_Village_Of_Tequesta_TransportationServices\11172M_23_Starbucl<s\Correspondence\Comments\TechMemo_Starbucks 04_20_2022.docx Page 150 of 565 Agenda Item #12. Lance Lilly From: Grieve, William <wgrieve@mcmahonassociates.com> Sent: Thursday, May 19, 2022 4:59 PM To: Nilsa Zacarias; Lance Lilly Subject: [EXTERNAL] Starbucks Tequesta **This Email was sent from an external source. Please be mindful of its content** Lance and Nilsa, We reviewed the queue study provided by the applicant and it appears to be good. The max queues of the study varied between 12 and 13 vehicles. Both of the study Starbucks are on major roads with relatively high ADTs. The 18 vehicle stacking provide by the applicant should accommodate the queues. William A. Grieve, P.E. I Project Manager 0: 561.840.8650 x 4106 2090 Palm Beach Lakes Blvd., Suite 400 West Palm Beach, FL 33409 wgrieve@mcmahonassociates.com CLICK BELOW to See Our Latest Projects & News! *McMAHONI a amr %tin f a J*J As of May, 2022 McMahon has officially joined Bowman. Visit Bowman.com for more information. `A Please consider the environment before printing this email Page 151 of 565 Agenda Item #12. To: From: CC: Date: Re: Village 345 Tequesta Drive Tequesta, FL 33469 Lance Lilly - Planner of T 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 Page 152 of 565 Agenda Item #12. Conceptual Engineering Plans 4) All existing and proposed catch basins receiving stormwater flow from the project shall be equipped with trash collecting devices. Addressed. Page 153 of 565 Agenda Item #12. 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 Gordon M. Boggie Stephen B. Rackoff Dr. Matt H. Rostock James D. Snyder CHAIRMAN BOARD MEMBER BOARD MEMBER BOARD MEMBER Water Reclamation - Environmental Education - River Restoration Page 154 of 565 Agenda Item #12. � March 31 2022 a � IEK(119 Andrea M. Troutman, P.E. P inder Troutman Consulting, Inc. 2005 Vista Parkway, Suite I 1 I West Palm Beach, Florida 33411 Department of Engineering and Public Works P.O. Box 21229 RE: Starbucks Tequesta Nest Palm Beach, FL 33416-1229 Project N: 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 Commissioners Location: NWC of Village Blvd and US-1 PAN: 60-43 -40-3 0-00-002-0041 Robert S. Weinroth, Mayor Access: As existing (one right- in/right-out and one right -in -left - in/right-out access driveway connections onto US-1, Gregg Vice Mayor Gre K. a gg y and, three full access driveway connections onto Maria G. Marino Village Blvd) (-As used in the study and is NOT necessaril\ an Dare Kerner aa kiroval b\ the Coun tN- through this TPS letter Maria Sachs Existing Uses: Gen. Commercial = 148,581 SF Drive -In Bank = 7,820 SF Melissa Mcxinla 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 Pear Hour Trips: 419 (228/191) AM; 654 (322/332) PM County Administrator New Daily Trips: 1,090 Verdenia C. Baker New Peak Hour Trips: 122 (61161) AM; 31 (15116)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 Affirmative Acton Employer" primed on sustainable Page 155 of 565 and recycled paper Agenda Item #12. 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 RIW, a detailed review of the project will be provided upon submittal for a RIW permit application. The project is required to comply with all Palm Beach County standards and may include RIW 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 a1)1-)roval letter shall be valid no lont.rer than one year from date of issuance. unless an application for a Site SI)ecific Develoi)ment Order has been a�)� d, an application for a Site SI)ecific Development Order has been submitted. or the al royal letter has been superseded b\._ another a �iroval letter for the same roe . If you have any questions regarding this determination, please contact me at 561- 684-4030 or email H.Akif(a_),Pbc oy.or . Sincerely, r a Hanane Akif, P.E. Professional Engineer Traffic Division QB:HA:gg ec: Nilsa Zacarias, Village Planner, Village of Tequesta Quazi Bari, P.E., PTGE, Manager — Growth Management, Traffic Division File: general - TPS - Mun - Traffic Study Review F:ITRAFFICIHAlM[JNICIPALITIESIAPPROVALS120221220202 - STARSUCKS TEQUESTA.DOCX Page 156 of 565 Agenda Item #12. 4ii) 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 Page 157 of 565 Agenda Item #12. COMCAST 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 Page 158 of 565 Agenda Item #12. JEFF SABIN 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 Page 159 of 565 Agenda Item #12. VILLAGE OF TEQUE,4 TA ]Depar=ent of Community D evelopixi nt 345 Tequesta Drive Tequestk Floridan 33469 Ph: 56176"451 / Fax: 561-768.0698 ;vww.tequesta..org :0EPAgMENTAL USE ONLY ; i Ck. # i Fee Paid: i I Intake Date: 1 1 e 1 PROJECT #t: I 1 i e �-------------�rww------++ APPLICATION FOR SITE PLAN REVIEW DRC ❑ PLANNING &ZONING BOARD � Meeting Date: VILLAGE COUNCIL � Meaeing Date: _ INSTRUCTIONS TO APPLICANTS: 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 net applicable, Indicate with N/A. All eonstructian, od&Wo► s, andlor alteratlans whhin tame �ftgae, except in districts B-1A and R-3, must be reviewed by the Planning & Zoning Board The Pkxnning & Zoning Board meets the third Thundoy► of every month of 520gm„ as needed In the VNege Holi Council Chambers, 345 Teguesta Drive. The applicant will be Informed by letter of their scheduled meetln g date. The Planning and Zoning Board shall have general authority as outlined In Sec. 22.53. After revaFew and recommendation by the Plonning & Zoning Board, opplkaffians MY be heard by the Village Council for final approval. The Village Council meets regularly on the second Thursday of every month at 69Vp.m., In the Wage Hall Council Chambers. r I. PROJECT DESCRIPTION & OWNER/AG ENT INFORMATION PROJECT NAME: SUraucks Tequesta PROJECT ADDRESS: 710 N. US Hi t DESCRIPTION OF PROJECT: Development of a fast food restaurant with outdoor seating area, and a drive thru Property Control Number (PCN), list additional on a separate sheet: 6043-40-30-00-002-0041 Estimated project cost: '950,000 Property Owner(s) of Record: Tarnwest Realty INC. .__..._. Address: 1340 Bruckner Blvd, Bronx New York, 'I0459 Phone No.: Fax No. -.-: E-mail Address: Applicant/Agent (if ether than owner complete consent section on page 3): Name: 2GHO, Inc on behalf of Starbucks 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.: 561-57 250 E-mail Address: ofec@,2gho.com/troy@?.gho-c:om 1 Page 160 of 565 Agenda Item #12. f1. LAND USE & ZONING A) ZONING DESIGNATION C-2 R) 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 aeatin III. ADJACENT PROPERTIES Name of Business/ Land Use Zoning Subdhrislon Desnatian Designati� NORTH Countyiine Plaza Commercial SOU71i Tequesta Terrace Mixed Use Mixed Use EAST Baldino`s Commercial C-2 -V11EST e ;Countyiine Plaza Commercial C-2 Exmng use(s) _ Approved Use(s) Commercial Center ALF Office/Restaurant Commercial Center i Iy. APPLICANT'S STATEMENT OF JUSTIFICATION 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 specfficallw 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 necessary. Justification Statement is provided under separate cover 2 Page 161 of 565 Agenda Item #12. V. OWNER/APi+UU4NTACKNOWLEDGEMENT AND CONSENT Consent statement (to be completed if owner is using an agent) I/wet the owners, hereby give consent to 2GHO, Inc. to act on my/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 application. 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. ALBERT PANICCIA, JR. Owner's Name i re Pri Owwner"s Signature d Date George G. Gentile ApplicantjAgeV,S tiamik 1,1,71ease print) Applicant/Agents Signature - - z Date Vl, MPLICATION FEES Pre-appkation 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. A $300.00 fee applies. (2) Review by the Development Review Committee (ORC). 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 $400.00fee applies. (3) Review by the Planning and Zoning Boarcf. The Community Development Director car designee shall submit such application for Planning and Zoning Board review within 45 days of receipt of a completed application. a $300.00 fee (final approval) QA a $500.00 fee (recommendation to Village Council) applies (4) Review by Village Covnoil Within 45 days of review by the Nanning and Zoning Board, the Community Development Director or designee shall then subrnit such application, including the recommendations of the Planning and Zoning B oard, fo r Village Council review. F, M a $300,00 fee plus an addkional fee based on the estimated cost of work applies. To cover all additlonal administrative costs. actual or anticipated, including, but not limited to, engineering fees, consultant fees and special studies, the applicant shaI compensate the village far all such costs prior to the processing of the application or not later than 30 days after final application approval whichever is deterrnined as appropriate by the village. Failure to make such payment may be grounds for not issuing a building or zoning permit, cenifteate of occupamy or cornpietion. Costs associated with advertisin for public hearin and other public notice requirements are the responsibility of the g p � � R eq applicant. The fee shall be Raid prior to such epplicatiQn T,,- e fora public hearing requiring notice. Owne�s ignature to Acknowledge Page 162 of 565 Agenda Item #12. VII. APPLICATION SUBMI TTAL REQUIREMENTS AND REVIEW PROCESS The applicant will submit to the Village of Tequesta Department of Community Development the following documents for review by the Development Review Committee (DRQ, forty-five business (45) days prior to the meeting bate: 1) Seven (7)1147 sets and Three (S) fug size sets of professionally prepared site plans showing off existing and proposed structures, setbacks, parking and loading layout, ingress and egress, sidewalks and walkways, exterior lighting layout, dirnensfons of street f rontages, property lines and off signage. 2) Fourteen (14) 11x1 T sets and Two (2) full sire sets of Landscaping Plans in accordonce with Village of Tequesto Code of Ordinances, Division IV, Landscaping. 3) Fourteen [14)11x17 sets of malt+ dimensional color renderings andlar photographs are to be provided. The Planning & Zoning Board requires an exact rendering of the proposed modification, construction or addition. Color photographs or prints as close to the actual colors to be used must he 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 rnoterlals (I. e., canvas, wood metal, etc.) be provided. 4) One (1) CD disk with W f iles including the carrrpleted application. S) Any other documents, maps, PhOtogrQphsr or drawings that may help clarify the position of the applicant. NOTE: AN renrderinys, +nadek dmwfngs, Iahota4 eta, wX become the pmpe►ty of the Village of Tegaestor. DRC Meeting Held within 2 creeks of application submittal DRC comments provided to Applicant within 1 week of DRC meeting Re -submit application Dead II ne is 2 weeks following receipt of DRC comments Preapplication meeting APPLICATION SUBMITTAL [DEADLINE Deadline is 45 business days prior to PU IUleedng date 4 Planning & Zoning Board Meeting -- recommend approval Wd Thursday of each month) Village Council Meeting —final approval (2ndThursday of each month) Page 163 of 565 Agenda Item #12. 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 & square feet 97 acre amd 42,064 sf Total number of units (multi -family) N/A Total square feet of each primary structure sf — — 'Fetal square feet of accessory structures ...�.1...,�_._._._._ 12,544 1551 sf outdoor seating Total footprint of each building in sq ft & % --_ 12t544 Overai mean building height & number of stories 1 story Finished floor elevation for all structures Total protect density in units per acres, if applicable Total proposed off-street parking spaces Height and location of proposed fences and/or walls NA 33 parking spaces 29 required Existing wall (northeast comer of the site) Proposed drive aisle width - - - 112' d rive through, 12' pass through ; Proposed sidewalk width -- - -- 4' - T' (varies) 5 Page 164 of 565 Agenda Item #12. c. Provide site data and setbacks: Lot coverage I_ impervious area open space area TOTAL sQ FT 3,4gB 115v538 6 52B PERCENT 1%) of SITE ; 8.3 � 53,E 136.9 Front Side f side 1 Rear Primary structure 1 38.2' south 154.4' ' 31.9" Accessory structure i NA NA I NA NA d. Plans and location for recreation facilities, if any, including buildings and structures for such use. e. All mechanical equipment and dumpster 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 wails, 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. 6 Page 165 of 565 Agenda Item #12. 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 as to which 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 section 78-394, as applicable (See section 78-392 for applicability). (2) Plans shall provide clear sight lines. (3) Location of light poles. (4) Provide landscape plan data: Required Provided ------------------------------'--- ----------- -------------T-------w--------------------------------------.------T---- -------- -..--..------- ------------------------ -- Number of trees includin ercent native � � p ) 34 trees, 27 palms ------------------------------------- ..------------- ------------------------------------ -------- ------_.-T --------"-"-'-------'-------------------------__----------T --------------------------------------- ------- ----".- Number of shrubs (including percent native) ;includ--------- - --ed in groun--------- -d cover 1 - ---------- - - - - - ------------ - --------- - - - ----------------------------- - ----------------------- - -------------------------------------------------------- - ---- Amount of groundcover (including percent ' °o ' 86% 50 natives�------------- ---------- ----------------------------------------- ------ ----_---------------------------------_r----------___--------------- ----------------------------------------------------------- ---------------------------- Total percent of native vegetation 50o/u 84.6% ARCHITECTURAL PLANS (1) Architectural elevations and color renderings for buildings in the 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 of the 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 of the village, and also an environmental impact assessment study prepared by a qualified ecologist or other professional qualified to do such an assessment. The study shall meet the requirements Ch. 50 Article II, pertaining to environmentally sensitive lands. (2) Notification of neighboring jurisdictions of any external impacts that a proposed project might have within those jurisdictions and assessment and mitigation of those impacts shall be required. (5) 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 a future liability for the village. (6) If development is to occur in phases, those phases should be clearly delineated on the site plan and identified in the plans and requirements appurtenant to that site plan, and each development phase shall be subject to site plan review by the village. 7 Page 166 of 565 Agenda Item #12. (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 anv 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 IFire !Marshal) d. Loxahatchee River Environmental Control District (ENCON) e. Palm Beach County Department of Environmental Resources Management (DERM) f. South Florida water Management District (SFWMD) g, Florida Department of Transportation (FDOT) h. Metropolitan Planning Organization of Palm Beach Counter (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. a Page 167 of 565 Agenda Item #12. 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. e Wit ss my hand and official seal in the state and county, the day and year aforesaid. Wit No'tar� NJ 'r4k Commission Expires: AUV IP Page 168 of 565 Agend tem #12. 4 i 7L) 0 THIS INSTRUMENT D BY: PETER S. HOLTON# q. JOKES, FOSTER, JOHNS & STUBBS, P.A. 505 south Flagler suite 1100 Post Office Drawer West Palm Beach, F1 33402 -3475 WILL ALL � 85�� w L c KAY-19-1"2 0t:08PM 92-154497 �NUMBER: imadd" DENTIFICAT ORB 7250 N 899 Con 718501000. 00 Doc 47110(1 a0 PROPERTY CONTROL NUMBERS:(0 60-43-40-30-00-001-00 CLEW OF THE COURT PB #+1TYs FL - - - - --0190 60- 43-40-30--00-002-0041 THIS SPECIAL WARRANTY DEED a 18th day of May, A.D. 1992, by TEQUESTA PLAZA COR.P` . , 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 Edison, New Jersey 08818 (he i called the grantor), to TAMWEST REALTY, INC,, a Florida a ation, whose post office address is 1 -01 '"4 N . (hereinafter called the grantee): (Wherever used herein the terms "grantor" and r e" include all the parties to this instrument and the heirs, legal sentatives and assigns of individuals, and the successors and assigns o orporations) Witmesseth: That the grantor, o and in consideration of the sum of Ten Dollars ($10.0 d other valuable considerations, receipt whereof is hereby c owledged, by these presents does grant, bargain, self., alien, , release, convey and confirm unto the grantee. a l l that cent d situate in Palm Beach County, Florida, viz: SEE LEGAL DESCRIPTION ATTACHED AS EXHIBIT "All Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have arLd 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 9 of 565 PZ 7 _•1 0� f. �7.1 � {' �t• 'i. '- ��' '4� r-. Y • • � � :f�. .ice Agend 1tem'#1 2. 5 w � ��a'���"'�-�:s •�+-• -:*•.r'r�,yyr�,':r�l++c�r+r;'Gr���rur{{yyr.. yyr'kk"t?4 *`y i _L' x 't t ei 1 _,• - [ 7'- rr ..Y�' �• }i_: Si--'1.rT'., 4„'': ;.i�ri{«��i��i�a��•�1X��L�'R'�V1�L""�YTiRR►K i�4iC7�= fp 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 ZA C , a Florida corporat o By: rin me A BRADLEY A. SCHERER Its: Vice President r nt Name (Corporate Seal) STATE OF FLORIDA COUNTY OF PALM BEACH r The foregoing instrument was ack ged before me this day of May, 1992 by Bradley A. Sc er as Vice President of TEQUESTA PLAZA CORP., a Florida corpo ion on behalf of the corporation. He is personally known o e or has produced a driver's license as identification and ke an oath. (NOTARY SEAL) ARR:\11721.119\tequeeta.swd q NotaYy r4 N Print Name: IrPx My commission expires: "' °t 44ro COMM. Eyp AUG- 3. 1993 ..r- BONDED SA�yYNAR BaNDiNG GE usL� �� 0 of 565 AgendF Item #12. i-i'lylft W �s i � i�1�■f Imbmat kip � ORB 7250 P9 901 p¢iIgI7` "A" PARCEL 1 That pa n of the south of Government Lot 1. Section 30, Township 40 South, t the ange 43 East, Palm Beach C orida lying west o1 a tine which 4s 51 feet westerly line of curveCCOrdI to the right of way map for State Road too 5, Secti ed afol]a��+s� 04 vase y prepared by the Florida ❑epartm t of Transportation more particularly descry Beginning at the southwest of Government Lot 1. Section 30. Township 40 South, gi 9 thence north 0Cr12'12* west, along the west Range 43 East, Palm Beach County, Florida: turn, he sOijth line of said Government Lot i ,ads of 450.01 feet to a point in the earth lane of t distance 450 of said Government Lot 1; th uth 89°57 D9 east, along said north line, of .77 feel. more or less, to a pain rke, is parallel with and 51 feet westerly ast fo y State measured at right angles to the base$ cording tnment the Hof T ansponatron, thence Road No. 5, Section 930~40-2503 preparida I]epa te of 471,42 feet, more or less. to a point south 17"17'07" east, along said parallel rth 89"5I'08` west. along said parallel in the south line of sand Government Lottine, a distance o1 948.24 lest, moreor lepornz of beginning PARCW-A'K Highway No 1 (SR No 5� with the Commencing at the intersection of 1h40 centerSouth,ne Rang 9 Palm Beach County. Florida; noun line of Section 30. Township parallel thence southeasterly along sand centertne +distant ! 9 feet; thethence westeeste rly ht-ai-way with the north line of Section 30, a distance of 53.49 feNooje a point own on Florida Department line of the i 02-foot wide right-ol•way tar U.S Highway f Trans citation right-ol-way map section g3040.2503, annt of Beginning f the e herein a p of Section described parcel; thence continue westerly parade! with [h$ ht-of wa tine, a distance of 451.27 feet, thence southeasterly parallel with the sal eaWO crit�ed n parcel one o1 of100 feel to the north line of a 54-foci "'ride rca a cords of Palm Beach property described rn O ficial Record Book 4258, P 9and parallel with the County, Florida. thence westerly along then757 1laetofta cornea of property north line of Section 30, a distance o described ,n Deed Boots 1097, page 379. Pubttc Records of l County, Florida', Flor nd thence northwesterly parallel with the westerly rig#it-at-+�►raY� line @oakH1097, page 379, a running along the east line of said property wdns;fie north line of Section 30, a distance o1 distance of 250 feet, thence westerly pa 56 feet thence northwesterly, parallel with the westerly sight -of -way of U.S. Highway NW 1, a distance of 345.f35 #set, more of less, to the Southeast carnebof th�h� �prtl�Mrest cornet of ,A) of the northwest quarter (NW 'I.) of said Section 30; also g Government Lot 2 of said Section 30; thence South ST57'W east, along the north line of said Government Lot 2, a distance of 948.24 feet, mQse or 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 of 499.71 feet to the point of beginning. TOGETHER yv A parcel of land in ith an easernen# over the following described property:Florida, 50 feet in width, 5eclion 30, Township 40 South, Range 43 East, Palrn 13eaCh County, for road right of way purposes and hxiuding a strip of laird twenty -fie feet in Meter line; parallel lines, measured at right angles, on each side of the toll R � 5e ter2001,41 e Commencing at a paint in the tenter line of U.S. Highway No. (State � the Intersection of the }set southerly (measured along the center line of U.S. Highway Highway Flo. 1, as It Is now laid out north fine of said Section 30 with the center line of U.S parallel with the north line of said Section 30, a distance of 53.49 and In use, thence westerly, p thence feet to the point of beginning and the westerly right of way line of vg hway Nohs easterly continue westerly, along the same course, a distance of i OW feet, moreright of way line of the Old Dixie Highway. pacje 1 of 3 dl of 565 Agend tem #12. ar. . wh= ORB 7250 Ps 902 PARCEL 3 Commencing at the ion of the center line of U.S. Highway No 1 (S. R. No 5) with the worth line ❑f Section T nsh+p 40 South, Lange 43 East, Palm Beach County, Florida; thence southeasterly a enterline a distance of 1975.19 feet; thence westerly parallel with the North line of Sect' ,r distance of 907.33 feet, to the Southwest cornet of property described in peed Book 7, Page 379, Public Records of Palm Beach County. Florida and the Point of Beginning; thenc westerly parallel with the westerly right-of-way line of U.S. Highway No. 1, and runnin the Vilest line of said property described in Deed Book 1097, Page 379, a distance of feet. thence westerly parallel with the North lime of Section 30. a distance of 83.91 feet; thence easterly, parallel with the wresterty right-of-way of U.S. Highway No. 1, a distance of 250. fe thence easterly parallel with the North fine of Section 30 a distance of 83.91 feet to the eginning. 17A 4 Beginning at the Southeast corner of the t"Lamer (NW vs) of the Northwest Quarter (NW v.) of Section 30, Township 40 South, a 1, Palm Beach County, Florida; thence South 1 r17'0r Fast and running parallel wit ly right-of-way line of U.S. Highway No. 1, as said right-of-way is shown on the A d partment of Transportation right-ol-way map Section 93040-2503, a distance of 345.85 line parallel with the North line of Section 30 also being the westerly extension of the ne of that certain property described in Deed Book 1097, page 379, Public Records of County, Florida; thence North 89" 43Ar West along said line a distance of 26.22 feet a onh I ri 7'07" Vilest a distance of 345.74 feet to the South line of the said Northwest Q r (NVV 14) of the Northwest Quarter (NW 1/4) of Section 30; thence South 89°57'09i' East along sa' 0�1th line 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 East, 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-foot wide right-of-way 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-tool wide road easement, described in peed 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-ol-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 reap Section 93040-2503; thence South 1 r1l 7,or East along said centerline, a distance of 1834.06 feet; thence South 72°42'53" West, a distance of 51.00 feet to a point in the westerly right-ol-way line of U.S. Highway No. 1 as shown on said right-of-way map and the Point of Beginning; wage 2 of 3 72 of 565 f -w •`�".• �� � f '�F- •`; .. f-.'" � r�•r�: {`. 3~rr. •• Or. r�r. rr `. i �:...: !~. f�:1 S� i .f- .r h•'� 1 .. f •' L.J •f - � .- . T`' �`� .. f A+1 . � r.' l,ti• +x f '7 �•�; Sri ... F! S � t., rlt� r y'./—�• �•T. �-� � 1rr�4a� �*.. ..�} r.1�4, �.•�r�.. `.'.-•1�• '{ ,'{ .•.f•'1 .�kr:'n �.y Agend temll 2. l ' Y y ' Y. ORB 7250 P9 90 thence South 2r st, a distance of 35.35 feet; thence South 7'2"42'4T West, a distance of 183.00 feet to 01 Curvature of a curve concave northwestetly hawing a radius of 700.00 feet; themeN terly and westady along the arc of said curve through a central angle of 17' 33'20", a 214.48 ieet to a paint on the North line of a 60.00 loot wide easement as recorded 1066, page 3 ; thence North W43'4r West along the said North line, a distan f 414.22 feat; thanes South 1 r17'0-r East, a distance of 52.44 feet to a paint On the South line of aid 50.00 loot wide easement; thence South 8W43'4T East along the said South line, ce of 396.40 legit to the Point of Curvature of a curve concave northwesterly having dius of 750.00 feet; there easterty and northeasterly along Me arc of said curve through a oe angle of 17°33'20�', a distance of 229.8 feet; thence North M42'53" East, a distance 1 .00 leet; thence South W 17"Or East, a distance of 35.35 feet to a point on the said r ht-ot•way litre of U.S. Highway No. 1, thence north I rI 7'07" West along said westerly r' ay line, a distance of 100.00 feet to the Point of Beginning. - Pale 3 of 3 } - 173 of 565 Agend ORB 7250 P9 904 EXHIBIT 11B11 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.B.I.S. Corp a La 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 Wate rtment recorded in Official Record Book 6096, page 1069, P Records of Palm Beach County, Florida. 7. Resolution fixing set -back requirements, d in Deed 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. 74 of 565 Agend tem #12. 0 , 1p 0 ORB 7250 Ps 905 12. Lease w inn -Dixie Stores, Inc., evidenced by Short Form Lease r rded in official Record Book 5632, page 1327, together wi Subordination, Non -Disturbance and Attornment Agreement ded in official Record Book 5632, 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 15821 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 • includi 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 e 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 t❑ rchase) dated July 17, 1989 , as modified by an Amendment o f e e dated September 19, 1989, between NCNB National Bank o ida (as lessee) and Tequesta Associates, Limited Partner i (as lessor). 18. Non --Disturbance and Attornment Agreem a d March 13, 1992 , by and between NCNB National Bank a 'da 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. 5 of 565 ! I 1 1 •';r:r .r rr•}iff � ',, • .-'4 .7 L'..1 *�• r y .!`, �'.7{ • 4J • � '4 ••■r!y • l•. r r i s. . Age #12 .f OTRWO 7250 Ps 906_ 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 8 osed lands and lands accreted to such lands. 26. Taxes and ass nts for the year 1992 and subsequent years. PSWIT21.119Wtle.ex Pa of 565 Agend f+L.��' •} '•�Y',.} •ry l.r r, ,Y. x. a' ..,Iv.�y �' . ''a��w•-ti.1j•� ;: '�}I,.� may'. �iT tiWy = r. s • 'r, .f•�..•-r. '�' w'_l Y' - .. � . `�- .L. 1 - -. - � ..i .••r '1 � .. •�; �. "ram ���-'i tern #12..r. . r 1• . i 0 0 ORB 7250 P9 907 gmtTIFIGUl V-y I he certify that I am Secretary of TEQUESTA PLAZA CO Florida corporation, and that the resolution t hed hereto as Exhibit "Al' 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 a,1 of Tequesta Plaza Corp. this 14fh,,. day of May, 1.9 TEQUES PLAZA CO Fl.ori orpor t ' , n' By: 11RRX11721.119\CERF a a 7 of 565 Agend em.#12. 4 i • tic,.._ .. � w- - -._w. �....�—.._.__.rw... .....-..a.-.—r♦'-�—"-_--.-. ....._._�—`...+r-�.-atir� 0 ORS 7250 P9 908 DIRECTORS' CONSENT Pursuant da Statutes, Section 607.0821 we, the undersigned, cong all of the directors of Tequesta Plaza Corp., a Florida-Etion, 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 (51orida corporation, as amended by Amen to Purchase and Sale Agreement dated Apr' 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 gas may a squired to consummate the sale of the real ersonal property described in the Agree cluding without limitation, the executio;Zsn ivery of any and all deeds, affidavits, ents, 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 day of May, 1992. n f ■ A ED CHIAV , irector (Corporate Seal) AN SIWLE Director DENNIS S R. SASSAMA 1, Direct r ARRtt o 72i .1 1 WOMent AECOR4 VERIF19 PAIN``-,,cK COUN CLERK CIRCU OUXT 8 of 565 Agpfeem #12. 0 0 0 0 0 0 0 0 0 0 0 0 0 Transportation Consultants May 19, 2022 Mr. Brian Plewinski EZ Permits, Inc. 4101 Ravenswood Rd, Suite 201 Ft Lauderdale, FL 33312 Re: Tequesta Starbucks - #PTC21-085 Queue Study Dear Mr. Plewinski: 2005 Vista Parkway, Suite 111 West Palm Beach, FL 33411-6700 (561) 296-9698 Certificate of Authorization Number: 7989 The purpose of this letter is to provide a summary of the two Starbucks queue studies conducted this week. The locations of the two stores are: 5932 SE Federal Highway, Stuart, FL and 179 SW Port St. Lucie Boulevard, Port St. Lucie, FL. Queues from the pickup window were recorded on 5-minute increments from 7:00 AM to 11:00 AM on Tuesday, May 17 and Wednesday, May 18, 2022. The studies were conducted by KMF Traffic Group, LLC. A summary of the queue studies is shown below, along with the daily traffic volume of the adjacent streets (obtained from FDOT). Location Maximum Queue Roadway 2019 AADT Stuart 12 291000 Port St. Lucie 13 51500 1 Attachment 1 provides the data for the Stuart location. Attachment 2 provides the Port St. Lucie data. The actual queue data collection sheets are attached to the back of this letter report. The results of this queue study indicate a maximum of 13 vehicles were recorded in queue. The Tequesta Starbucks location is providing a queue length of 18 vehicles. The annual average daily traffic on US 1 is 30,000. Therefore, the proposed Site Plan is expected to accommodate the queue demand. Please contact me if you need any additional information or have any questions. Sincerely, Digitally signed by N No.42570 Rebecca J Mulcahy STATE OF Z Date: 2022.05.19 11 -945:49 -04'00' Rebecca Mulcahy, P.E. Vice President Attachments Rebecca J. Mulcahy, State of Florida, Professional Engineer, License No. 42570 This item has been electronically signed and sealed by Rebecca J. Mulcahy, P.E. on 5/19/22 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. Queue leffer21-085 5-19-22 Parion 179 of 565 Finder Troutman Coniurting,,' Inc. AgenA(£t#€"4 1 Stuart Starbucks May 17., 2022 Time Queue Queue Time 7:00 5 1 9:00 7-05 4 5 9,05 7.10 6 7 9,10 7:15 4 4 9:15 7:20 7 4 9:20 7-25 12 3 9.25 7:30 8 4 9:30 7:35 5 8 935 7-40 8 8 9:40 7-45 12 5 9:45 7:50 3 5 9:50 7:55 4 3 9:55 8.00 9 3 10-.00 8:05 7 2 10-.05 8:10 9 2 1010 8:15 9 3 10:15 8-20 6 5 10 : 2- 0 8:25 6 5 10:25 8:30 3 4 1030 8-35 5 1 1035 8,40 3 3 10-.40 8:45 4 4 10:45 8:50 9 2 10:50 8-55 5 2 10:55 2 11-.00 Maximum Queue: 12 95th Percentile Queue: 9 Average Queue: 6 Page 180 of 565 Agenopt IteAi'iR.Z PSL Starbucks May 18, 2022 Time Queue Queue Time 7:00 0 13 9:00 7-05 9 13 9,05 7.10 10 9 9,10 7:15 4 11 9:15 7:20 6 11 9:20 7-25 8 10 9-25 7:30 7 11 9:30 7:35 1 10 935 7-40 6 7 9:40 7-45 4 7 9:45 7:50 2 7 9:50 7:55 3 s 9:55 8.00 4 5 10-.00 8:05 2 4 10-.05 8:10 6 6 1010 8:15 3 7 10:15 8-20 2 6 10:20 8:25 8 8 10:25 8:30 8 9 1030 8-35 6 7 1035 8,40 6 8 10-.40 8:45 7 2 10:45 8:50 10 2 10:50 8.55 13 2 10:55 3 11-.00 Maximum Queue: 13 95th Percentile Queue: 12 Average Queue: 6 Page 181 of 565 Agenda Item #12. Stuart Starbucks Queue Study - May, 17,, 2022 5932 SE Federal Hwy, Stuart, FL 34997 Time Queue 7:00 AM 5 7:05 AM 4 7:10 AM 6 7:15 AM 4 7:20 AM 7 7:25 AM 12 7:30 AM 8 7:35 AM 5 7:40 AM 8 7:45 AM 12 7:50 AM 3 7: 55 AM 4 Time Queue 8:00 AM 9 8:05 AM 7 8:10 AM 9 8:15 AM 9 8:20 AM 6 8:25 AM 6 8:30 AM 3 8:35 AM 5 8:40 AM 3 8:45 AM 4 8:50 AM 9 8: 55 AM 5 Page 182 of 565 Agenda Item #12. Stuart Starbucks Queue Study - May,, 17, 2022 5932 SE Federal Hwy, Stuart, FL 34997 Time Queue 9Z-00 AM 1 9:05 AM 5 9.-10 AM 7 9:15 AM 4 9.0 AM 4 9:25 AM 3 9:30 AM 4 9:35 AM 8 9 40 AM 8 9:45 AM 5 9:50 AM 5 9:55 AM 3 Time Queue 10:00 AM 3 10105 AM 2 10: 10 AM 2 10: 15 AM 3 10:20 AM 5 10:25 AM 5 10:30 AM 4 10:35 AM 1 10-940 AM 3 10:45 AM 4 10:50 AM 2 10:55 AM 2 11:00 AM 2 Page 183 of 565 Agenda Item #12. PSL Starbucks Queue Study -May, 18, 2022 179 SW Port St. Lucie BlvdPort St. Lucie, FL 34984 Time Queue 7Z-00 AM 0 7:05 AM 9 7JO AM 10 7:15 AM 4 7 -.20 AM 6 7:25 AM 8 7:30 AM 7 7:35 AM 1 7.-40 AM 6 7:45 AM 4 7:50 AM 2 7:55 AM 3 Time Queue 8-000 AM 4 8:05 AM 2 8:10 AM 6 8:15 AM 3 8:20 AM 2 8:25 AM 8 8:30 AM 8 8:35 AM 6 8:40 AM 6 8:45 AM 7 8:50 AM 10 8:55 AM 13 Comments: From 7:10 to 8:55 am, an employee was standing in the drive thru lane taking orders via a tablet. At 8-58 am there was a queue of 15 cars which reached the street Page 184 of 565 Agenda Item #12. PSL Starbucks Queue Study -May, 18, 2022 179 SW Port St. Lucie Blvd Port St. Lucie, FL 34984 Time Queue 9Z-00 AM 13 9:05 AM 13 9JO AM 9 9:15 AM 11 9.0 AM 11 9:25 AM 10 9:30 AM 11 9:35 AM 10 9 :40 AM 7 9:45 AM 7 9:50 AM 7 9:55 AM 5 Time Queue 10-000 AM 5 10:05 AM 4 10: 10 AM 6 10 on 15 AM 7 10: 20 AM 6 10:25 AM 8 10:30 AM 9 10:35 AM 7 10:40 AM 8 10:45 AM 2 10:50 AM 2 10:55 AM 2 11:00 AM 3 Page 185 of 565 Agenda Item #12. ZAMORA & ASSOCIATES, INC. 1141U N. Kendall Drive Suite 3U2 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. Sincerely, ����� Z NsF'•, y Zamora & Associates, Inc. _ No. 44207 Gerardo Digitally signed by _ ,k ., Zamora Gerardo Zamora Date: 2022.02.11 09:16:41 _ ,O �' STATE OF �• � Gerardo -05 00 Zamora Jr. P.E. p F • �' P \: •�•` 0 R ` ��• Zamora & Associates Inc. '/i,� � Professional Engineer No. 44207 0 N A Lii���``` �,�///►► State of Florida 2 1 1 2022 IIII 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. Page 186 of 565 Agenda Item #12. ZAMORA & ASSOCIATES, INC. 1141U N. Kendall Drive Suite 3U2 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. 0 0 \111111111////7/ Sincerely, \ p Z q M%,/� \\��` ��'ENsF., q ; .- Zamora & Associates, Inc. Q1) _of No.44207 _ Gerardo Digitally signed by Gerardo = ,�, ■ _ Zamora Zamora Date: 2022.02.1 1 09:17:48 -05'00' — — STATE OF Gerardo Zamora Jr. P.E. �•, ,� ''.� P• Zamora & Professional Associates, Inc. Engineer No. % F 0 R �� ,� S•...... 44207'�,� S/0 �►� ���`� ���,, NAL State of Florida 2/11 /2022 ����„ 111,���� 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. Page 187 of 565 Agenda Item #12. ZAMORA & ASSOCIATES, INC. 1141U N. Kendall Drive Suite 3U2 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. Z BENSol •. �' N o. 44207 o STATE OF Professional Engineer No. 44207 '//// T� k.,> 1� \- State of Florida 2 11 2022 ////ii►► IIIILW\00 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. Page 188 of 565 Agenda Item #12. ZAMORA & ASSOCIATES, INC. 1141U N. Kendall Drive Suite 3U2 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 Q Z q M \\��� Iy- Zamora & Associates, Inc. _ No.44207 _ Gerardo Digitally signed by Gerardo Zamora ' ' * Zamora Date: 2022.02.11 09:17:11 -05'00' — — STATE OF Gerardo Zamora Jr. P.E. •���. Zamora & Associates, Inc. % F .*1 0 R S•...... Professional Engineer No. 44207 ''�,� s/0 ���,, NAL 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. Page 189 of 565 Agenda Item #12. STORBUCKS TEGUESTO COINICURRIENCY TRAFFIC IMPACT ANALYSIS Prepared for EZ PERMITS,, INC. FINDER TRO(ITMFN CONSULTING,, INC. Certificate of Outhorization Number: 7989 2005 Vista Parkway, Suite 111 West Palm 3¢ach, FL 33411 (561) 296-9698 ,,,,,,, . EIV°�T�'� Digitally signed by No.45409 _ Andrea M Troutman STATE OF Date: 2022.04.25 S'PNALEN09:47:34 -04 00 #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. Page 190 of 565 Agenda Item #12. 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 61495 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 Report 21-085 3-23-22 9 Paq�.191 Of 565 Pinder Troutman Cons�iltin ,Inc. Agenda Item #12. 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, loth 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 3B 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 Report 21-085 3-23-22 2 9 Paq�.19 of 565 Finder Troutman Cons�iltin , nc. Agenda Item #12. 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 Report 21-085 3-23-22 3 9 Paq� .1 93 of 565 Finder Troutman Cons�iltin , Inc. Agenda Item #12. 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 3B 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 - 9 Paq� .1 94 of 565 Finder Troutman Cons�iltin , Inc. Agenda Item #12. 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 Report 21-085 3-23-22 S 9 Paq� .195 of 565 Finder Troutman Cons�iltin , Inc. Agenda Item #12. EXHIBITS Page 196 of 565 Agenda Item #12. Exhibit 1 Project Location r�7 jg� B I Vr.1 1 %4 ta % L. A6 W I, A* L Mr I L& LJ Am A 41 aa L A % 1.1.1p I -I 61111FOrroillp a min F rr :0. ILEM All mommim MM .q 11 11 M. a 41 a Am elmr I Emil I M 4 Ir, bi .J I lip ri 41 1 .11 1 k I 11L lip IL 0 boa; %1�6 spasm _! SIMON& imp ILL L&L % a .4 dpr- % Mdr - % Mv� won. L WEI.. 10L 0 dw -LAMMI&INI. AN e- RB4 -% bp I 1 1. �d Led !I 71 0 PlIll L MW d % A hod 10 fa L r. qr Ap % J §Ww '41 1 J16 -11641111 L: -.Jr L J 0 LUOP W41 11 1 MMW6 L MW6 C_ ritm ML .:TIM L l�, 161- . k I L • AN .. 1A we M CMU'P r, MISSION! .0 0 RIJ 0 4 . I - - 7, .1 L % . . M f - 171. LA? a n Em I rM .3, 1116 A IIII. ry _LAMJ A L raff-L�.. LdL 4Co F 12 �46 JL E=3= January 5, 2022 1:9,028 0 0.075 0.15 Page_!f"of 565 0 0.1 0.2 0.4 km Agenda Item #12. 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M N r- M O N rn Z (',A r- N 11, N = r- N N N �,O N M I� M C7) C. Ln M N Zt N d" M N a� �o NCL 0 r- tA • i ~ ++ Ln �,0 M M N N cal M 00 Ln rn r- Ln CO i G� O 6> r- X W = M M M M r- un •i c - O O � F" CN C � 00 00 00 N �.O (A N 00 �.O 00 �,O H •i M � Q0 r- O F.. +.� I� "t N d" O> Ln O I— 05� cN C cn r- Ln 0 0 0 0 - Ln �-o Un co y N XU- Ln U- v) U- Ln r- _ Ln I� CO .y O 6,� rn � J J J U- J J Cn Cn (Acn V) C _ r- 00 N O O O Un aT 00 I, Ln M O -t• M 00 1- � Q0 Q0 r- r- W � O N N I� M O 00 C) C) C) V O +-+ cd i ad O o Q � s o ..I U V i a) o � � tz U = U j� Page 199 of 565 Agenda Item #12. I- O O M N M � i O Cd�— L1. Q = r I� 00 N >1 — Ln O� Q 00 r— ^ N W � � a • W O � Q m N N s s w w Page 200 of 565 vi z '.•-Wei 1 • Agenda Item #12. 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 4% 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% 1 11 0.62% 1770 No SB 18% 1 11 0.62% 1770 No (1) Source: 2009 FDOT Quality / LOS Handbook. Page 202 of 565 Agenda Item #12. 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 4% 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 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% 1 3 0.15% 1770 No SB 18% 1 3 0.16% 1770 No (1) Source: 2009 FDOT Quality / LOS Handbook. Page 203 of 565 Agenda Item #12. N 0 V s y O s. 00 N r— V to M O O O O O N t! O o0 00 00 � N 0 � +� j � O OLM ' GM U U � 0 c� v H c>1 > o O 'X — � O MR Page 204 of 565 Agenda Item #12. N N N N ' O N M r- � M O N +-d N 4-0 V > LU > Q W Q V o V � O Z Z s— V Ln co cn Ln .,O:d V � r- a� o. O z p O ev cc s � M Z V j bfJ � N _ v w w CL +-j CU M Page 205 of 565 Agenda Item #12. cV cV cV fV O N M � c M O N r- LA "' f'- V)C)�o�� ton Z U y 0 0 0 0 0 0 E • i � � O un r- r- ^ d" r- OO r- M Ln OO r- I� M CO O O I— N N r- 0 DC d- O 00 O N oO N Ln CO M M M Y Q � R N V N 0O N co I--, Ln I-, Ln r- N r- N Q N o N N M M CN N s N M CO d' N M y V O r- M � � • v� O I— r- Ln M N r- r- Q > 3 � � o V cn *� U O Ln Cc M r- N U V � ^ N Ln M M O Ln _ ^ pl-, N �10 M r-, I� O O Ln W N m Z m Z m LU N N CD V) CD V) CD V) CD � r- r- 1 m m m m Q c� s � _ OC p ct i v� �� � U •i Ln ern � � O CC) N I— N V U � � 0 � m � co Y Q LU s a"r o > V M Ln V E � � � s � � Z3 Q O tA • � , cd > cd V Ln - i _ ^ N }, �- W O � 0 O � O N O O W ro C � � Lr, D y N \ V) V) D D cn N Q O x U LL -le_ O O CL - NO O O O L o d O w O N U J C rn C: U C- 0) _o Q) o m o E 0- 7:3 o cd m M > O are -j _ 7 O X O C L U w U Q Page 206 of 565 Agenaa item *i z. Page 207 of 565 Agenda Item #12. 0 FSTARBUCKS EXHIBIT 8 TEOUESTA PROTECT DRIVEWAY VOLUMES Iage N.T.S. 112 012 2 21 -085 A Agenda Item #12. 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 38 28 ft Turn Lane Background Total AM PM AM PM 5th Percentile Queue -Year 2024 (1) Fxisting 0.4 4.2 0.4 4.3 Storage (feet) 255 255 255 255 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. Page 209 of 565 Agenda Item #12. APPENDIX A Page 210 of 565 Agenda Item #12. mrl- O C)M \o � �--� `o l0 kn 01 N �--� o0 l� v) � O � M l� 01 N O — N � � N N M Y Vi N Q m a W oo N o0 o0 kn bA M °° � z O Q N oc � � N It N �° oo0 o r oo N N Ln 00 0\ o0 M oo �o � N N N M N m rl- kn D O 00 M 71- O ao 00 O Lr) O Q W M N M_ � �o a1 O � a1 •-� N o0 W o0 `o 000 oc O kn l� N a m CIA N M M M IC kn N z Q Q O N kn 01 o0 o0 Ln M Ln 'trl- o0 00Lr) M kn `c l� oo � M N,� O ' N M � � V> It CIA �- N N L f kn N U1 O M M M o \O N M a \ \ \ o O oocC114 '^ O v r N 01 N Itt C1 � ' IC N cl� O W O O O O O O CIA O CIA CIA O J N N N N N N N N N N N Q Q M M M M N N N N N N N M M N CDJ J �n N CO oN0 N kn 0000 oo0 O N 00 CL N oM0 oO oo oc a\ o0 Lr) o0 V) C .� C� r CDM (n N O c N '-- oo l� � � Q\ N N 01 �o G1 o0 O �n M N C)-� o0 M � Z �o M N l� 00 � 00 C M W l— o0 M I-tn �.o �c�c �,ort co IC a1 � Zt oo N oo �lo 00 0o in oo kf) M O t/) Q o0 l� M M oo `o M M N '- O '- `o M o0 O l� 00 `o l� N M r- l� k n N � N oc M r •N J N IC 01 M `o O �o kn V) L OM i 't 71- kr) kr) � � N v G) Cj I` M 't M M O oo Ln oo N N l!t LL O N O oo 00 N `o O 01 `O a1 Ln M IC 1�t V-) N It a1 M N N N LL N O -� M `o N �n N l— It IC01 \o p M \ Q`o M Ln `o -� -� r `o M �n O N M `o M l— O\ N O _ N U O l- l— 01 `o l— \o Cl) -� � 00 M l— 00 "!t Ln r M l— 1�t l— 01 l— o0 l— kn �c l— Cl) r- N 7t N CDO J N ON N I- N I:t kn It Lr) M 11C Lr) �c � kr) r- M oC l� Vn � M Q M 7t o0 kn M M d1 d1 r O k M 01 Lr) r- O M kn � M r- I N M M N � � 41 o0 O � M 01 00 r- -� � V N o0 o0 Z I N 0v N N N o0 oo kn 00 M Q o 0 0 o N o � � N (r)o 0 o0 0 0 0 0 0 o to o0 o0 01 kn I" o0 0� C)M o o � O � N 01 kn o0 OC oo �+ -1 M M M C ci W N N� Q M N aN oc oc 00 oc oc oc oc oc J >+ �q 7d C 7d > M Q ° ° a PI., -C� o U r" cn 7d O Z W U C/) CA (� � ° w x U U Pa H -d > 7 7 -o � a Q ct 3 `� >, > M>1 3 � —d w w x a i U H z 0 W W W W W W W W W W W W W W O O O x x N U U U U U U U U U U U U U Q w w w w w z �+ O 01 + Ln a �n �+ O O M O O O 01 M � N 01 N � - a `o O � O kn M M M M M M M M M M M M M tr) Iag'a 2 1 V 565 F- Agenda Item #12. 0 H w P U 0 OOa W W U) U) (Y U H Ej pQ Ei CO H � O F-1 EH 9 E� U) U � H 00 Ei H P (� E� U) H W E� W (� QOo QL4 N U) O Q N H � O Ei fi I O O O O O O O O O O O O O O O O 0 I Q0�,D Q0k-0 Q0 0 0 0 Ln Ln LO M M d' O d E-i I . . . . . . . . . . . . . . U I 01 01 M M M d l d 1 d l o o O Ln Ln O d l d rC I N N N �I w I E1 (:� I o0000000000QoM000oo 0 1 N-ILn :il i,LO :3,LnM00N�ILOLOMLn � g U I OONM�OLnL( OWM 0CDCD gLO fz:� 1 L-n�-oLnLn�-oLnLnL-nLnL-n��-oLnL-nLnL-n w I MZ (:� I O O O O O O O O O O to �I Ln O O 0 1 00000000oo007--I0-)0000 pI . . . . . . . . . . . U I M M rn rn rn M rn rn M M CDo 0 0 0 w I I � I � I H U) W �D I O� N W I O I O O O O O O O O O O O 0 0 0 0 0 H I O O O O O O O O O O O O O O O O Q P I OOLnLnLnOLnLnLnL_nOLnLnLnOLn 1Yi U I��-O d1 M M N � LO O N �I W � H I H Q I U)U)U)U)U)U)U)U)U)U)U)U)U)U)U)U) E� � I �D I O I U I O l o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rT-4 H I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P I O O Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln LC) O O Ln U I d-'d�'d�'Md-'�I���r--iN=�O=INr--� � I I H I M U) I O M O O W H E� U) W 1x W U) � W E� 0 F--1 W �D > E-' 0 f::�w�Do � M H II II � E1 U)(x�CW W (� •, •, F� (�WW W��fx H H W U) U) M fxWW(� H 0 wH II W W a w Q � � WH�C� FC E� U) Q H II II � E� E� U) Q9 U) W U) l W •. H FC E� W �D�E�,� H O U) a O P XUfT-4C7 O W H U U) w H E-1 II II II � U U) E� U) I U) I 5 E� I O O O O O O O O O O O O O O O O [--q 0 Q I O O O O O O O O O O O O O O O O w E-1 FC, I OOOOOLnOOOOLnOOLnOO U 0061L—COMMMMML—MN�Id'M E� M M N N N N N N N N N N N N N N Q w I � I � � W (Y I OOl00l—LoLn :i,mN�IOdl0OL�LOLn p f::� I Nrl��������-iOOOOO H 41 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M >-1 1 N N N N N N N N N N N N N N N N Page 212 of 565 Agenda Item #12. J 0 m m J m m LU F- LU J m LU M m LU In m J LU LU H 0 H LU LU 'w CO V; Z H LU LU C0 LU Q CD Fn M N N M M M M CO O � I` M - Li) M � 00 � M O 00 N N M N � O CD O � I` C Ir-O a0 N ti M O CD N I� O ti N f� CD a0 N O M Nt � ti � CO O O � O O U-) O M (0M 1- U')M CN M N N U') N N N N N N N ON � N N "t N W M N � � � U') (0 � M O N N r O r O �'t M O oo O M CD LO CD � N � O CD M co M LO CD O O O M � CD r M M M O CD ao ti N CO M cM 1� � N N CO CO M 1` (D Lf) Lc) LO U) � cM N G� a LO 00 N N r 1` O LO 0') (o 1` U') (.0 CD It It CD N ItN CO LO CO N O M CO O O � O LO N M It U*)I` Lr) oo Q0 N N M T- T- N T- N T- � T-T-� N O N M r T- NO o) M OLO N 0 It 0") LO O M T---CO 00 N CO O ti 00 1` LO co CD M 0') O L() � ti LO LO T T- LO C) cM LO It LO It LO LO CD It CD LO LO 1` 'Cl- 0')LO 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 O N O O O O O I� N C) 00 f` 00 M O N - CD LO 't LO LO O M I` M N M ON f` N CIO N It co It o Lf) j coALn LO � � N N O O CO O ti 0 � O 0 N � � N T- M r N � � N � � N T- � N O 1- M 00 CD LO N 1- It ti It Nt M O It N M M O � It LO M U O O O't O O M LO M - N - N 00 M't 00 O 00 � O, 0') M N � N N � N N N - N N O O N O O ti N O O N (D Cfl ti 00 ti CD O LO N M f` M 1` I` ti In N 00 O O Ln I` LO 00 r- O II M M N co [I-LO 00 T- LO CD ti LO O LO M M N O LO CO O CO CD ti ti ti N N M N O CV N coL v 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 O 0 � 1� O O 0 Nt N r 00 CO 00 T--O o0 MO N M (0 0) 1� 1` N 0)N O ~ M 00 O N CD (0 N 1� 00 X N N It co LO CD LO 0o M CD CD I- U')C� M OD N CD I---LoN U) r-00 CO r�- C) O) 00 I` ti LO LO LO LO 04 CN_ _ r LO CD Moo T- 00 O U') I� CT) M 00 M CM CA 00 O CD LO CD N O O O CEO O N LO 't M M It NLO It O 00It It II O (0N oo ti 00 LO O O co co NT CD 't LO 00 LO 1- I` co I` M N N M N N CD O N N It O N M � 0 I,- M O N LO O O 0 It CD ti N N O M 1` ~ N � co O ti 0) 00 M C� 1` 1` (D � CO LC) CO LO Cfl O - LO 't LO (fl V- It Lr) co LO LO N 't M - - = M (� r't O N N't - N - O O CD w � O O O O O TM- O CM O O O O O O O O O O O O 't N r I I r CD co O M N CD 00 M O M M N N 00 ti CD CD CD ti LO O O M 1` 1- It CD 00 M ti N M CD (0r M CD 't T-N N CD M M M N M N CD M N CD CD r r LO CO D O O O T- O M ItIM T-It N It 00 00 N O 00 N M LO I- 00 (D O N LO T- 0 M N 00 co (D N M CD CD M LO O O M 0')CO N (D 00 00 LO 00 1- CD LO LO M CD T- 1- CO � (D � N M O O O M Lc) o0 ti LO LO I- It M � (fl ti It 00 LO N 1` N N It N N It N lU-)M U')O 00 M [I-T-0') M 1� CD CD It ti ti O 00 O O O Ln N LO CD O CDN N � (0 O � N LO LO � T-M ICY)t � CD 00 00 00 N 0')N LfU') O N 1- N M r N LfU') LO N M I� r N r (� N M 00 CD M r r N DD M ti ti O jM O r r O r N M O O O O O O O O O O r O O O O O O O O O N (N II LL CO Q a s Q a a a a Q a a a a a Q a a a a Q a a a a a a a a a a Q a a a ti LO 0 0 0 0 LO LO o LO `n O o 0 o LO LO O O 0 o LO o 0 LO 0 0 0 0 0 0 0 0 LO O o 0 N 4 M O c' ) O 4 '5� O 4 '5� O O Cp M 4 '5� CM CM O M 4 CM O O O M M O M M 4 O M O 1` c4 Ln I` 6 1` cN 6 1` � Lf) 00 N 4 ti � 4 ti N 4 CD N 6 1` � 6 00 � 4 00 � 4 00 6 1- 6 X I` ti ti ti M O O CD CD CD I` I� f` 1� 1` O 0')0) 00 00 00 0 O 0 O 0 0 00 0o 00 O N N N N N N N N N O O O O O 0 0 0 O O O 0 0 0 O O O O CD CD0 0 0 O O O O 0 0 0 0 O CD O O O N N N N N N N N N N N N N N N N N N N N N II N N N � � � N N N � � � � � � N N N � � � N N N N N N LO LO Ln O O N N N I` I� ti O O 0) 0000 -'t "t N N N M M S C) M N N N N N r r M M r N N N N Lo Lo LC) O O O Lo Lo LC) � � � � � � N N N � � � CM CM M LO LO U") O LO LO Li) LO LO N N N It It It r M M O) O N LO > > > (n � (� Q) AA`` ^^'' ^^++ a) a)O O O O O O X X x X X iC � 0) 0 0 0 U U U—————— 0 0 0 0 0 0 1� ►` 1` 1` ti 0 0 0 0 0 0 E � 1= M cu ca M M ca O (3.) °, °, °, >�, �, °, 0 0 0 O O w 0 w 0 a� a� a� a� a� a� -0 -0 -0 -0 -0 -a > > (n cn cn cn cn cn cn U U U cn co cn cn cn cn cn Cn cn cn cn cn O O O O O O E E > > m Z m m m > > > > > > cn cn cn Q Q Q Q Q Q U) U) U)cn cn U)0 U) U) CO U) 0) o) 0) N N N N N N N N N N N (0 M M N ca M M M M co N o 0 o w w w w w aaa00a0aL }}}E E E E E E N M M M M M 00 00 M 00 00 00 U U U U) U) UM UM UM U M M M M M M M :3 U) U)w w w (n (n U)w co w w w co U) co w U)w U)w U)cn w w cn c 0 0 0 0 0 0 0 0 0 0 0 M M M Ln M LO LO M Ln Ln LO LO LO M LO 0 0 0 0 0 0 0 0 0 0 >; r T- r T- T- co co co co co co M O O) N N N N N N f` I` ti ti ti ti O O O O O O O O O O O O O O O 1` 1` 11- 1` I` ti Nt"t It N N N N N N co co co co co co co co coc(o (D (D (0 co (c (o cocoIt It It It It It It It It N N N N N N N N N N N N P a e D3cof 59� P�ppqp ,#psEASDj-FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 9300 EAST- A1A TO US1 MOCF: 0.90 WEEK DATES SF 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 Page 214 of 565 Agenda Item #12. el, amw 4 Mli� VOW: E6 [pr. J Page 215 of 565 Agenda Item #12. 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 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 Page 216 of 565 Agenda Item #12. Traffic Survey Specialists, Inc. 85 SE 4th Avenue, Unit 109, Delray Beach, Florida 33483 Phone (561) 272-3255 VILLAGE BOULEVARD & US1 File Name : Village & US1 J U PITER, FLORIDA Site Code : 220038 VIDEO COUNT Start Date : 2/23/2022 NOT SIGNALIZED Page No :2 US1 From North CANAL COURT From East US1 From South VILLAGE BOULEVARD From West Start Time UTurn Left Thru LRight App. Total UTurn Left Thru Right 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 _CID tiU*, ca o oo� �rU') i J w U') LIDo m o00 w M N U-) �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 759 2250 33 34 67 1524 793 2317 Out In Total 4- o 0 0 o00 _P1.o� CD o Cn C-nw cnocn— Page 217 of 565 Agenda Item #12. Traffic Survey Specialists, Inc. 85 SE 4th Avenue, Unit 109, Delray Beach, Florida 33483 Phone (561) 272-3255 VILLAGE BOULEVARD & US1 File Name : Village & US1 J U PITER, FLORIDA Site Code : 220038 VIDEO COUNT Start Date : 2/23/2022 NOT SIGNALIZED 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 U Left Thru Right g ATurn pp. 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 QN 0 r J J OM C� �co ti m 000 w CO Q �NM J 5 N N j C-0 C.O� O 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 Left Thru Right 107 1645 4 2 25 0 109 1670 4 1032 1756 2788 7 27 34 1039 1783 2822 Out In Total �0-p- C: 000 rnOrn r O N O N O O - Cfl000- Page 218 of 565 Agenda Item #12. APPENDIX B Page 219 of 565 Agenda Item #12. 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 1 474 236 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 Page 220 of 565 Agenda Item #12. 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-wav NB/EB SB/WB 2-wav NB/EB SB/WB Existing Volume Peak Volume Diversion(%) Volume after Diversion Committed Developments 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 The Reserve at Tequesta 6 1 5 8 5 Love Street 1 0 1 7 3 Austrade Tequesta Office Building 19 17 2 26 4 Mastroianni Family Office 20 18 3 11 2 Beacon Park 8 2 6 10 7 Lighthouse ArtCenter 0 0 0 2 1 Sperry Project 3 1 2 7 4 Total Committed Developments 57 39 19 71 26 Total Committed Residential 17 4 13 25 16 Total Committed Non -Residential 40 35 6 46 10 Double Count Reduction 4 1 1 6 2 Total Discounted Committed Developments 53 38 18 65 24 Input Data H I Report Created 1/20/2022 Type % Complete 3 Res 0% 4 NR 0% 21 NR 25% 9 NR 0% 3 Res 0% 1 NR 83% 3 Res 0% 44 9 35 2 M ROAD NAME: US Highway 1 STATION: 1304 CURRENT YEAR: 2020 FROM: Midpoint 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 Report Created 1/20/2022 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 1 0 0 0 Committed Developments Type % Complete The Reserve at Tequesta 26 20 6 31 12 19 Res 0% Love Street 1 0 1 7 3 4 NR 0% Austrade Tequesta Office Building 10 1 9 14 12 2 NR 25% Mastroianni Family Office 5 1 4 3 2 1 NR 0% Beacon Park 0 0 0 0 0 0 Res 0% Lighthouse ArtCenter 0 0 0 2 1 1 NR 83% Sperry Project 5 2 3 11 6 5 Res 0% Total Committed Developments 47 24 23 68 36 32 Total Committed Residential 31 22 9 42 18 24 Total Committed Non -Residential 16 2 14 26 18 8 Double Count Reduction 3 0 2 5 4 2 Total Discounted Committed Developments 44 24 21 63 32 30 Page 221 of 565 Agenaa item *i z. O O rq O '�t p) N N O O M N CV r-I M Q w w co 0 4-J Z w � � J Q 0 Q � Z U Q vO 0 2 �X 0 0 O �� � O Q N LU w O Q w ci � w °C Q Ln a- V) w w z 0000 O O N O a� O U NP N Q v V) V) � = = z � o� 0� O O O O O O O O O oc O s s o 0 M 0 r o o� r o o� � � M M O vn � r-I O O rl N N O O N J bU0 N N r-I O O r"I N l CO O N +-+ pC Z3 O Q s s OM 0 OM 0 O � 0 0 � 0 0 � O � N N O l0 0 l0 N J r4 0� O O O O O O O O O 0 Q) +� � tip 0 M O O rl O O O c: oC > D O Z3 � o Lf) Lf� Lr) rl O r-I r-I M N r-I O M O O U 0 � >j 4f 0 W O O rlk.0 LO O O l0 S rl o rl t�u0 N 0 N O O O O O O O O O O i rq o fV -0 00 0 00 O O l M r-I fV O M � r-I (IN r-Irl ca w �, 0 J O O O O O O O O O Ln =3 Ln Q _ O F= O M 0 DC Z� U C (A _0 _0 _0 (1) _0 Bo a +-j � D- O O O Uul c cn V) w O c6 >, U U U 0 w 0 U m Q V) 0 Page 222 of 565 Agenaa item *i z. O N N N O � O O � M Q w w co 0 0 cn Z3 � z w >- J � 0 � Q z U Q � ca 0 buo cn • — � 2 N O C37 Z O cn Q 0LU N w O Q J ci � w °C Q Ln a- V) w w z o o o Ln O � O �O Ln O ('O re �' O Z3 Q0 qt s s o� m � r � O Ln J-t o 00 � O 00 O O O O O O O O O �b�A � O O O O O O O O O +-+ pC Z3 O N 0 LO r-I N O M rl O Lr) LO rNI 0 J00 0 00 0 O O O O O O O O O CU � 0 r..j O O O O O O O O O O > O NO -000 00 O O O O O O O O O O V O U >j 4f 0 J M O O O O O O O O O bu0 O 0 O O O O O O O O O O -0N o M O O O O O O O O O �r-I O r-I ca w v � o Ln o QO Ln o QO O J b Ln =3co Ln Q Ln_ N `~ > U F- 0 F= O c6 0 DC z � U CU _0 _0 _0 (1) _0 O > 4-JN N N DC N 4-1 E > 0 c6 + + •+�--+ + > M O O O U cn O t2 cc M V) .LJI) > (D E N M N > 4-J 4-J 4-J +�-1 w 0- U m Q� 0 Page 223 of 565 Agenda Item #12. APPENDIX C Page 224 of 565 Agenda Item #12. Intersections 21-085 3-11-22 Historic Growth Rate Nominal Growth Rate Peak Season = Buildout Year = Years = 2.82% 1.00% 1.00 2024 4 INTERSECTION ANALYSIS SHEET Starbucks Tequesta Tequesta Dr and Old Dixie HighwaX (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 (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 1 1 1 1 2 1 < 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 iWB LT + EB TH = 268 Maximum Critical Sum 490 + 268 = 758 STATUS ? UNDER SUM 172 94 Page 225 of 565 Agenda Item #12. Intersections 21-085 3-11-22 INTERSECTION ANALYSIS SHEET Starbucks Tequesta Teguesta 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 2,192 94 119 20 6 6 20 20% out 12 152 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 2,370 303 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 EB LT + WB TH = 149 JWB LT + EB TH = 79 Maximum Critical Sum 1287 + 149 = 1,436 STATUS ? OVER SUM 525 199 Page 226 of 565 Agenda Item #12. Intersections 21-085 3-11-22 INTERSECTION ANALYSIS SHEET Starbucks Tequesta Teguesta 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 2,192 94 119 20 6 6 20 20% out 12 152 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 2,370 303 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 EB LT + WB TH = 149 JWB LT + EB TH = 79 Maximum Critical Sum 1221 + 149 = 1,370 STATUS ? NEAR SUM 525 199 Page 227 of 565 Agenda Item #12. Intersections 21-085 3-11-22 INTERSECTION ANALYSIS SHEET Starbucks Tequesta Teguesta 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 2,175 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 2,340 291 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 EB LT + WB TH = 137 JWB LT + EB TH = 79 Maximum Critical Sum 1272 + 137 = 1,409 STATUS ? OVER SUM 525 199 Page 228 of 565 Agenda Item #12. Intersections 21-085 3-11-22 INTERSECTION ANALYSIS SHEET Starbucks Tequesta Teguesta 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 2,175 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 2,340 291 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 EB LT + WB TH = 137 JWB LT + EB TH = 79 Maximum Critical Sum 1213 + 137 = 1,350 STATUS ? NEAR SUM 525 199 Page 229 of 565 Agenda Item #12. 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 1,475 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 Thru RT LT 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 sum 185 141 Page 230 of 565 Agenda Item #12. General Information 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 Tecluesta Lanes 4 Vehicle Volumes and Adjustments 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) 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) 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 Page 231 of 565 Agenda Item #12. General Information 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 Tecluesta Lanes 4 Vehicle Volumes and Adjustments 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 Page 232 of 565 Agenda Item #12. General Information 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 Tecluesta Lanes 4 Vehicle Volumes and Adjustments 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) 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) 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 Page 233 of 565 Agenda Item #12. General Information 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 Tecluesta Lanes 4 Vehicle Volumes and Adjustments 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 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 Page 234 of 565 A&eaV!Jtem #12. iates, 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) PA-04235 of 565 _ ' r , r�r IT 177 ipj- q1L rr'if o a Lima VZ its — ell lip e FF+ AO , /01 .. V• I�yY F+r r ID ell Ido rfA P # I -- �.• . � �� - l '�� 1'� � � i ��� �i � � ; s. , � —.�' t't+• �t7�.� y , ��+ � tV ;ir. ry1 1 i 4 +e , t rY . - veriai Locauc Agenda Item #12. 0 > --i cn -n Cf) --i 1--i > M 0, M M M > > 0> .0 MM C/) M Up M M M I > M > > c > M 200 OMMO 0> * M 0 x --1 0 --1 --1 0 > M MCA M M U) > x wo > c� �z �� > M o M �� 02 z > M V M C� --i --i M M m mm� 0 M, --, o M --, --i,� z r > >=o M M C, M > 0 •0 •0 •0 •0 •9• > > C:, M > �� > --i > co z z M Z M z C) M 0 z co -4 0) C� rl) c o C) C, ri . �! M M M M M M x 2 M M > z 0 0 X o -ox > M < > 0 c: 0 0 Z, 80 M M C) (n --i --i > x m c) z 0 > --I v M cn c c CO M cn --i M > T 41 M 0 > 0 z o --i C, M M 0 �� M --1rm M �>OMM >• •Z TO 0 M M M 0 < > M > --i > --1 M n >> > x x M --1 1. � > M < 1 Opt CD G) > M --i ZM M WMfo >M W, M � 0 T M x 0 M M M � M< M > M" -" xM > M --I r= ,-, > 0 z m cn o w 0 W > M x --1 0 Z 0 0 w cn > En . I �o M M M C, = � Z. C) --1 8 8 , m M=M�Ooz 8 M G) cn M w M (o --j 71 0 � . w cn 0 X 0 M Mo w x 0 C) o o o o o 0 0 0 0 0 0 0 o o o o u Dom C/) --j 00 M � 0 -< I x ODOR M 0 M 0 0 --1 0 M < �M > cn 0 > 0 0, 0 ol�f . � T M > M > = x M M M M z M W ID 0 cn 20 M z M > M= M92--i� X 0 M --I M --i --i > 0 M M M cn > c w 0 > M2� M 0 M 0 --iom -mom > M2 M z --i M z M z �E --j M 00 M CD --i --i -< > > M E, -.Wm IO z10 -0, M M 0 --1 ;2E M Z M cn --1 0 c C: > CD z 0 0 M M M M x x x M M M C-) M M w M M M IM OD ou CO co co a) co M vi M 03 M M M w 03 a) co co a, M 0 0 0 0 0 0 0 0 C) z o = z 0 0 z 'M 0 M c > M 40, C) C-) CD M M M � --i M 71 --j --j > x z x MW 0 > M 0 z M M MM M > ==00 --i z x > M -P, M > M M z < > 0 > > M cz: > c --i M M cn 0 = > 0 0 Q 0 0 0 0 0 C) 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 > T. T. 7, T. 7, 7, 7, 7, 7, 7, 7, 0 M M M cz: ro M M M cn (A co 0 cn r CD (D M M 0 M M - M M W 0 x M M G) 0 G) 0 M M - M cn 0 1 0 z C� ->< XO 0 z M 0 x �� —0--io > > 0 > --i > w --i 0 M P > 0 0 M w 0 x 0 > --1 (D M M > 0 M �M > c > C, x < M M > > 0 41 " 0 Q Q 0 CD 0 M ID co cc M w M -P, Q 7, w M 4, M o 0 M -4 5) -P� > 0 > M Z M tTl 1 0 pm C 0 > --I > M M . --i -Mmo--i 52--io* M z M > M x M 'I= z M > M M z 0 > 0 M --i < Qj 0 0 > Mx 4 0 C- M > 0 --j z 0 A < C, � M Z 0 w M Z z --I 0 G) G) n a) MM M 0-�!" M CD M z M M :< 0 M > co p C/) 0 M x n x .1r. "C', I > Qj z > " M M > C-) M 'M M W 0 M M mm'�--��C"MRMM (n (A �� M w --i = 0 M > > x OMM C: > M < C:) M< a, 'D M M ol M -P, M M W -4 :� 'D 0 M 0 M M CO 0 --1 12 CO --I M -0 �n 41 (11 � 11 1� D M HM > M 0 0 z M M M > 0 0 T. C:j -< X !R C= C) 0 M < > a, C) -4 - -J w 10 - -P, -4 21 -P, 21 '.1 F , , �o F �p '?, - - cn M orow M 0 cn 0 z C, --i CD M 0 z 0 M co 0 = 0 W Z --i s --i z - > CD M 0 (n CD > 0 M < Z � --i M 0 0 > > co M > > < M 0 M Z -< M -< C) 0 M M w 0 0 0 M > > M C= > M CZ r > z 0 > > M > > > M M 0 0 0 �i < --1 0 w M > M M > > - CD > < M M M w w w = --1 0 w M rD = � M M M M M 0 0 �; 11 :� M M M M I - ;I .. 5 M M 'M > 0 > C, M M -< z M 0 0 co > M 0 0 > --1 0 0 0 M :< 0 cz C> M -< < M -< =>MMM=M� > z M M M M 0 M 0 �:-AMWM:Em-�W2:c (Z < 0 0 > arm M 0 , > M --i M co I x < M M � -< --i � M w < -M M C7 > w M M w w M {cow C� -4 cn 0 M M 0 . � > > z 1 0 z cov. M� tc M rTj >z (7) ill III �� Z S2 M M,M, > �'o 00X X re� my 0 0 0 > --i --i 0 0 M < --1 0 M O. - � �I co cn gm -4 > 2 2 > > -q > 0 > 0 0 M 0 0 M 0 M Z M M 0 xr M > > -M� M>M�= M=�immc:)O�• — > M z M 0 0 0 z --lo � M 0 M 0 0 x9) "MMMMc)MM 'o M _ - W>�M O:nE *M M < M C) M w 0 > -iMM=wM mom " = M > M 0 M">Moo mm� M C I M I < M M 0 < M OMOMMOM M < M 0 . �� o z > z z M M M - � 71 < M> or 0 > 0 P. w 1G, M M M C-) C') z 9. z M e M 0 M 0 z � M -i M 0 M 0 0M �� M M > M 0 C) 0 0 z CC < > I 00 > c 0 --1 -i c r: M MO Agenda Item #12. w w V) �-�P-<, M =0 -Z>- =cn V) 00'CO cl! z %A < o < j3 co 2 �� W- 0� 0- 0 0 >w< Of LE�u 0') < 0 w > w C) w z F-: [if 0 of (D WDZO—D�-E= F-- 0 z 0 bower 0 of .2 0 z �,ODO=,Ox 9 1 LU 0 — LU T:: Z LL, Q) M 0 S U) 0 O�XOLUO L. Cl)�:C,�-O Z LZ 0 u , 2E < 0 LZ Lu 0 0� =wO-F--�9wOOOwzz<>- Lu w = M z 0:� < � co U) (L Lu -i=i visDn LU 0 <[--Uj�-�Cnouo clof =0 vci i �:j o C)Di CC,, • D - 0 E: co = 0) = L� �- 0 z M 0 0 6 6 w Z-) W Q-' < 0 - LU 0 ziMO 0 L, CO 0) z a~ z M Z Z LL, U) LL F-- IL F-- LU co w W OE'W"',<Tzz�:� X > LL cl) C) D, :SS3'cICICIV i3EIrMAd =, 0 0 0 E 0� — 0 LU LU z _0 w z Q� 3: < 2 < < w 0 0 5� q 0 01'2y=ww��Ow' L 0 C) U) Z=EjO—[E�F--(DU)F--1L Lu C-) � P z D LU a z .2 > z UJ U a: ce LL U) o- < < IL Lu z (�z cl CQp1L3:=LU—z�-zz ZO�Oowwo 2 Of z 0 0) > (DzO -F--C) --zu>-xO M w z (D LU — 3: (\j F- 0 0 Lu C) LU Lu Lu Z Lu Or! z z D 0 0 LIL, 2 CZI) FLY (In LU - 0 0 Ir y cf) [u- 0 Of (D 0 (D 0 M I �- �- 0 z < Lu Z Lu U) L) > Lu < < z cca a LU 0 2gp , <LuZ®o z < z 55 w fif < LU C) U) M 0 w z C-) < < z 0 (D > LU L) < L) z 3; D Z) 0 LU- 0 Z< 0, 0- 2 �5 D W = Z D < 0 L) - M 0 F-- w Lu z C) Lu z < 0 20� " �3 IA 0 z G� LL M LU C'� CL LL, 0 LL w of i LLJ 3 D y F-- C\l W LU >- Cr� LL, !� 0 0 �) LU af z D 0 P- PA199bell!A V �Sn 0 0 ::j U5 0 C.) j Lj k- U) cLrLl LL�l 'If 0' L.L, < F-- < ilf Lu ui C) < LLI < OL) = x CO < ui 0 0 7 0 CO LU =: F-- U) :�INVN 10�IrM 0) 0- LO or =C) (n I IL co "1 11 11 L I as any 565 Agenda Item #12. w w V) �-�P-<, M =0 -Z>- =cn V) 00'CO cl! z %A < o < j3 co 2 �� W- 0� 0- 0 0 >w< Of LE�u 0') < 0 w > w C) w z F-: [if 0 of (D WDZO—D�-L= F-- 0 z 0 bower 0 of .2 0 z �,ODO=,Ox 9 1 LU 0 — LU T:: Z LL, Q) M 0 S U) 0 O�XOLUO L. Cl)�:C,�-O Z LZ 0 u , 2E < 0 LZ Lu 0 =wO-F--�9wOOOwzz<>- Lu w = M z 0:� < � co U) (L Lu -i=i visDn LU 0 <[--Uj�-�Cnouo clof =0 vci i �:j o C)Di CC,, • D - 0 E: co = 0) = L� �- 0 z M 0 0 6 6 w Z-) W Q-' < 0 - LU 0 zi MO . 0 LL, O� F- p CO 0) z z z Z Z LL, U) LL F-- IL F-- LU co w W X > LL cl) C) D, :SS3'cICICIV i3EIrMAd CN =, 0 0 0 E 0� — 0 LU LU z _0 w z Q� 3: < 2 < < w 0 U) Z=EjO—[E�F--(DU)F--1L Lu C-) P z D LU �) �-OF--DOF-- z z .2 > < a: ce LL U) 0- w < IL Lu z (�z cl W Z�-Zz zo�oowwo 2 Of z 0 0) Lu -- x w z (D LU LU (\j (DzO -F--C) F- 0 Lu C) LU Lu Z Lu Or! z z D 0 0 W, 9 OZ FW W, z 0 >- 0 1 0- .2 - Lu (D 0 0 M 0 Ir y cf) [u- 0 ::) G� zoo- 0 M I �- �- 0 z (n < Lu Z Lu U) L) > Lu < < ca LU 0 2 g p , 0 z z < z 6 F-- w fif < LU C) U) M 0 LLI z C-) < < - co L.L z 0 go-OZO � LU L) L) z 3; D < 0, < IL L) LD F-- 0 w LU w z Lu C'� C\l L) Q = =, 0 0 It G� W �3 < IA 0 z U- LU M CL >. cr� W ZE 0 0 �-) W af Z D Lu y F-- LU F-- w LU 0 F-- PA199belM V �Sn 0 0 Lb co LU [)f a- LU = 0 < < �- � U) Fif C) LU � LU t w 0� 0 0 ca < x 0- < 0 ui LULJI 0 -< LULJI 0 c.) CO Of 7 7 < L) C,) Lu < =: F-- U) co ��: :�INVN 10�IrMdd W w U) as 239 of 565 Agenda Item #12. w w =~ Z =>- LU cn V) 0�-0 V) P-<M 0 -0� ', CO cl! z %A < o < j3 co 2 �� W- 0� 0- 0 0 >w< Of LE�u 0') < 0 w > w C) QO w z F-: [if 0 of (D WDZO—D�-L= F-- 0 z 0 of .2 0 z �,ODO=,Ox 9 1 LU 0 — LU T:: Z LL, Q) M 0 S U) 0 O�XOLUO L. Cl)�:C,�-o Z LZ 0 u , 2E < 0 LZ Lu 0 0� Lu = M z < co U) (L Lu -i=i visDn LU 0<1--Uj�-�Cnouo claf=o vcii�:jo C)Di CC,, E: co 0 z M 0 0,6 6 w Z-) W Q-' < 0 - LU 0 zi 00 0 LL, O� F- p (0 0) Z Z LL, U) LL F-- IL F-- LU co w W OE'W"',<Tzz�:� X > LL cl) C) D, :SS3'cICICIV iODrMld =, 0 0 0 E 0� — 0 LU LU z —0 LU 0 w z Q� 3: < 2 < F-- 0 < w 0 05 U) Z=Ej0—WF--(DU)F--1L Lu C-) P z D LU z > U) C:) LL, z .2 xO U a: LL U) 0- z < IL Lu LL, 0 z (�z cl CQp1L3:=LU—z�-zz Zo�oowwo 2 Of z 0 0) > (DzO -F--C) --zu>-xO M w z (D LU 3: (\j F- 0 0 Lu C) LU Lu Lu Z Lu Or! z z D 0 0 W, OZ FW W, - Lu 0 < Lu Z Lu F-- y cf) [u- 0 G� Of CO (D 0 M 2gp—(n <— U) L) !>,LU<Q-KQ ca LU 0 (D LU C) U) M z 6 F-- w fif < LA z C-) < 2 z 0 go-ozo (D > LU L) < L) z 3; D cn Z) 0, < IL W = Z D < G� W �5 0 F-- w LU p < Z L) z G� U- M W IA 0 PA199bell!A V �sn LU C.) LLI C\l W LLI CL >- cr� w 0 0 w af z D 0 P- U) LJL) LLI Of a- LL, C) 0 ! a� D 0 Lu LLI < 001= x 0 (0,<<='lf F-- ztjd co > ui 0 = :�INVN 10�]M co U) L) C,) LU F-- U) w af = I IL co "1 11 11 0) LO 1[21-1 1 1 I 3s n No i I o nN I S N 0 0 u o =i a3aN31NI ION k-lNO IN3WdOl3A3a N 9 19 3a 0x - I -- Lu �tbD oxx z . w _j Z LU D 01b 0 LU L) 0 af < LL LU < Lu Z LL 0 o., C) U) LU z c CL LU 0 Of 0 D ry z F-- .t < 0 LL C) 0 w < ryJ O'er 0- < LuO 0 W Lu < U) Page 240 of 565 Agenda Item #12. w w =~ Z =>- LU cn V) 0�-0 V) P-<M 0 -0� ', CO cl! z %A < o < j3 co 2 �� W- 0� 0- 0 0 >w< Of LE�u 0') < 0 w > w C) QO w z F-: [if 0 of (D WDZO—D�-L= F-- 0 z 0 of .2 0 z �,ODO=,Ox 9 1 LU 0 — LU T:: Z LL, Q) M 0 S U) 0 O�XOLUO L. Cl)�:C,�-o Z LZ 0 u , 2E < 0 LZ Lu 0 =w0-F--�9w000wzz<>- Lu = M z < � co U) (L Lu -i=i visDn LU 0<1--Uj�-�Cnouo claf=o vcii�:jo C)Di CC,, E: co 0 z M 0 0,6 6 w Z-) W Q-' < 0 - LU 0 zi 00 0 LL, O� F- p (0 0) Z Z LL, U) LL F-- IL F-- LU co w W OE'W"',<Tzz�:� X > LL cl) C)❑D, :SS3'cICICIV iODrMld =, 0 0 0 E 0� — 0 LU LU z —0 LU 0 w z Q� 3: < 2 < F-- 0 < w 0 0 5� U) Z=Ej0—WF--(DU)F--1L Lu C-) P z D LU z > LL, z .2 U a: LL U) 0- z < IL Lu LL, 0 z (�z cl CQp1L3:=LU—z�-zz Zo�oowwo 2 Of z 0 0) > (DzO -F--C) --zu>-xO M w z (D LU 3: (\j F- 0 0 Lu C) LU Lu Lu Z Lu Or! z z D 0 0 W, OZ FW W, - Lu 0 < Lu Z Lu F-- y cf) [u- 0 ::) G� Of CO (D 0 M 2gp—(n <— U) L) !>,LU<Q-KQ ca LU 0 (D LU C) U) M @ z 6 F-- w fif < LA LL � � = z C-) < 2 z 0 go-ozo (D > LU L) < L) z 3; D cn Z) 0, < IL W = Z D < G� W �5 0 F-- w LU p < Z L) z G� U- M W IA 0 PA199bell!A V �sn LU C.) LLI C\l W LLI CL >- cr� w 0 0 w af z D 0 P- U) LJL) LLI Of a- LL, C) 0 ! a� D 0 Lu LLI 001= x 0 (0,<<='lf F-- ztjd co > = :�INVN 10�]M 0) UJ co U) L) C,) LU F-- U) w af = IL co "1 0) LO 1[21-1 1 1 - I I 3s n No i I o nN I S N 0 0 u o =i a3aN31NI ION k-lNO IN3WdOl3A3a N 9 19 3a LU 0- z ? 0 LL Lul O 0�U� LU < < L) < < Zo 7 LU < 0 < z U) 0 < U- LL LUi 0 < I LLJ R I U) C) z 0 0LL 0 LL 0 Lu LU C0 Lu LU < L2,� t27 D LU 0 Lu IL 0 cr s o 0 IQ LU 0 C? 0 0 Lu D cs z n II II 0 Lu 0 LL LU wU) LL, cr) w < Lu fl� F-- < x LU Lu � U) Page 241 of 565 Agenda Item #12. w w =~ Z =>- LU cn V) 0�-0 V) P-<M 0 -0� ', CO cl! z %A < o < j3 co 2 �� W- 0� 0- 0 0 >w< Of LE�u a co 0') �-20W=ZOWO= < 0 M w 71 > w CD 0 w z F-: [if 0 of (D WDZW—D�-L= F-- 0 z 0 0 , 0 of .2 16 0 z �,ODO=,Ox 9 1 LU 0 — LU T:: Z LL, Q) M 0 S 0 O�XOLUO M cl)�:C,�-O Z LZ 0 u , 2E < 0 LZ Lu 0 = Lu 0 0 0 0 wz z < >- Lu w = M — z < � co U) (L Lu -i=i visDn LU 0 <[--Uj�-�Cnouo clof =0 vci C)Di U) D - 0 co LL/ = 0) = L� �- 0 z M 0 0,6 6 w Z-) < 0 - LU 0 zi . 0 LL, O� F- p CO 0) z z z Z Z 7 LL, U) LL F-- IL F-- LU co W LL Cl) C) D, :SS3'cICICIV i3EIrMAd w 0 — 0 LU 0 5� q 0 0 0 2 0� 0 > LU LO 1,1� 0 w z Q� 3: < 2 < < wx U- U, - - Z, 30: z <, T LU z C:) U) z Ei 0 0 z 0 Lu LL 0 > 0— W z .2 w 2E Lu u a: LL 5 , 0- � 9 T C) of 0 z C'�! < < < Lu 0 0 < F-- Of 00 0- Lu C,)p1L3:=LU—z�-zz znOO(-)lEO 2 LU EL �5 LL (\j (DzO -F--C) �=OOW Z 0 > C) _XWM W -ZO > 'g, LU Z 0 LLj C) LU LLI LU � '1 0 3: z LU F-- = � 0- Z (D Of co (D E (.) LU G� (D 0 0 L) < z zw ZZE 0��-�-�-Oz < w U) ca Lu LLu�- i=ZZ 0 >- Lij z 0 >- LA 0 L) U5 < L) z 3; D cn < 0 Lu 0 - �5 < = z D � < c) 0 w 0 CO 0 < w G� E W M 0 = F-- W M LU 0 C'� < z 0 !�ZOO�-)OafzD�O, , LL, z - , M, F-- LU F-- NW w - Of w PA199bell!A 19 �Sn Lu L) P, U) Cl) LU [)f a- LU = wFrOw C) w 0� OOM< F-- 0- 0 0 u D Lu x UJ x (0,<<=cf Of U ui < ui cl) LU F-- U) :�INVN 10�IrOZdd co w of = LL, 0 Ij 0 D- C-) lw co o) L Page 242 of 565 Agenda Item #12. =-- 0 -Z =cn V) 00� 0 'CO 1�1 %A z o < LLJ 1-- (D F- co D 0') Oz 0 0 >wl W� [if < LEI% LU Ui 0 [if 0 [r < 0 �- 0 of 0 M'OLLIC)M�0 CD 9 r .2 S U) Wo" LU ow Z LZ 0 0 LL, C') 1 LU =LO-F--�gw000w z < >- P w cn 0 u 0 cl of co 0) 0 LLJ L4,-- 0 z - LL, LL, U) U) — LZ Lu 0 F-- W Lu Z: z 11 m z ID:� U) 0 , 0 LL, 0 z LL <2T::00�0 2F--- vcii�:jo-u visDn C)Di 00 co z z Lu — CO z LL, U) - F-- w w Q 0 0 0 0� 0� 0 E 0 F --<TZZT7��w < < Lu LL Cl) Z) < U') < 'W' D LZ > 0 C) 0 LU W 0 2 :SS3'cICICIV i3DrMAd CD 0) z z z mu Of Co C) U) < LU 0 z Q� 3: Z=E-,O—[E�F--gu). a Z C) F-- D 0 F-- W = w - Z C) E Lu -- Z D 0 LU LL — 5 0,0-1. LU z a > w cl Lu (li < < Lu 0 x 0=(-) , W — z zo Z o 0 LU 2 0 L) (DzO -F--C)~=OOLLIOCI)LLIF--Z(_)>-XLUM zLuor!zzD `�I­ P: Z F-- (n z LU u Lu 0 = (D Lu �z :2 Lu Z Of L) ee LLI 0 LLI Lu (D 0 ! Lu E: LL, co Co '0 LU LU (D 0 .2 > LU U) 3: 0 Lu @ -j �- < LU z 0 Z Z 0 W LU < 'If z 0 Z 00'��=z 00 C) D ui L) LU z J F. LL L w D w I < < < z UJ < co LU F-- 0 U !z L: cn < ca 2 Z) z % IA C\l w U) w 0 CO >. cr� W Z 0 0 W af Z D 0 F-- cl) LU a- Lu x 0 < < -- LL, Fr PA199bell!A V �S In LU z LU LLJ 0 C.) Ll �::) �L�u -- c) F-- LLI LLI L w ln� 0 c) LLI W < 0 ca I XFa 0- (F-- C) < = Elf C) L) C� LU w 0 < =: F-- co 11 U) 1 11 11 :�IINVN 10�11`Mdd 0 0 ui 0 0- LO 0 or =C) 12� Lu ui < = < 0 0 (n ui = U) I No i I o nNISNOD 110=1 434N31NI ION - AINO 30N3213=1321 UO=l I w i z af W< 100 < < D z W Lij LU �w 0 FLU �0 < wiz 0 CL — < co LU a- COL M L) 0 �� z w 0 — 0- 0 —ZWW5�[LZ-F� Cf) =).j LLl 0 �>-� <0 < � 0 E LLJ 0 W < LL Z z Luw z D LU 0 F-: LU WLU W M LL, a- C, Q� 0 � 0 =) Im- -ZE �[L Im- Im- Z 0 LUS`� u -IM LU �: � g Lu LU 3: m- Cc, U) > D 0 0 Cif 0 cf� 0 - 3: =) 0,0 E pe 00 L) 0 5 W) FLU F-- < cl < 0 LU z Z: C) < U) z 0 LU E, 00 0 �50 LU z z LL, F-- z 0 4 T 0 () � (n`� Q� LO 0 F-- ou �i (0) ;i 2U) L,L, LL, af LL C) u CL F-- I--- CM < M3: z L>U< vinnixvn (wwss0,,tlI, 1\ ---------- vinlAININ (WW00d .,z I, z T (9 S 0 LL: ol LL: DOD z z Lu 0 - C) ¢ Q�j IL Lu Lu Lu D r)f U) 0 uj z/ IN Hld 33S 3 CL 0 j z ai LU If LU U) > <0Q 0LU co 0 Z) Sac o 0-ca z o I'm D z < Lu Z LU LU O LU C) (Wwgot,) LLJ T bX Z D 0 o E < 0 II z LLJ ow EN 0 V) L z LZ LU LU Cf (wwsot,) (D ,,t7 I, .t7 (D Z w Z z LL o E nz L. 02 a III C) < m 0 U) (wW900 (ww0l9)..0-z' (wwgpg)..o-,Z < E (D E z E E c) Z LL LU I LU ry (wwg,,) "C C < (D z C) z C() LU LU LL LL —j LU Z 0- 1.0 D z LU o 1 II LU C) T N L'- - 0 P (n (.D Z IL LU oz (n O z 0 < 0 '0 >LU LL Z 0 0 12� U) U) 0 �- CIL 0,0 W Z LU > ❑ z 0 9 fr U) 0- 0- < z 0 (D < L) �3 G� 0 =) LL, 1-- . U) z Lu C) 0 z LL, C,e 0 CO Lu LL, D LL UU LLI z LU z 0 ¢m r 1-- LU Z 0 LLJ > - LU LL, LU L-L, z-i F-- - LU C) Lu �Z, Z3 D 0- < zD 0 1,1� Lu 0, LL < LLJ of 0 pU LLJ LU 0 LU Of r-) dIO'NIVI 0 LU � U =) �� E (WW062)..[ 1, Z —(WWS00 ,z Z F-- < 0 0 =) 0 M 0 C) (n (DLj E E E < 0I t — — — — — — - — — — E T E E I O- - - - - - - - - - - - T V3�JV'�:110'NIH (Wwr,6W..F-,t-- -5 00 3: coom� Z' fr z wO LU • 0 Z-Z,- 00� x - 'W" 0"o 0 z• I o C) • 'or • - 8 0 , co Z LL �, lE �, Lu LOL ZC) - ': < 0 X 5050 0 C) FLL-, 5 C) Lu , 0 . . . . w 0 z 0 LU D 0 0 LL Z LL, Z w z LZL, LXL' Z ' �5 (D M L<LI 0 1. Cc, Is :,� LLf, 12!): 03 00 0 0 LU WLU < 11) ne LU LU LL Z L) L) < w 0 :, ZO' 0 "� (.D L) �'Cn 0 LLJ z E � E1 - - - - - - - Z (Ww998) .0 1 - z (Wwnol7) II Lu cn C)0 0 0 3: a < ae U) LL W 0� 0 �e - < 0 E < wL E G� 0- , n 0 cn zz 0 � — < 0 0 G� LU Z) W 0 1 x C) C) I w U) -- 0 z x z Lu o =-, 0,, C) LU Lw) ")J F-- = z ¢ w F w 0 (D 0 0 0 0 -- — 0 Z () 0 � LU > LL 0 0 � LU :E 0 LU o z L) I.- Ir M 0 a Lij LL LZ 0 -� z LU 0 >- 0 E >- IL . LL 7i Lu w - 0 LU z [-- (D z -- scr� z OU =) C) 0 LLI - LL, < LU 0 LU 0 N > C) LU C, 0 -J L - — - — - — - -- ci 0 120 ui ❑ C) 04 —i LU Z LC) I LU 1-- 0 r LU z 5 3: Z 1-- 00 LU 0 LL fr a- 0, 2 Z) LZ LU < 0 w0 LU 0� 0 D Z Z, Lzur , K P 0- 71 or C) C) LU LU 0 V) F-- < z -M (D -- o D 0 0 0 Z (D F-- 0 ca �cf-) LU LU Q) w 0 z c) C) (Y) LU D 0 z LLJ W C? (ww5I,6)"0-.c LJJ (wWDLC6).9-11 C, LU U) u)Lu (D z z o LU o U)[If 0s 0 < Z CO , LU LL > LU ❑ -- =) z LU LU LU Z: � CD w < F-- 0 0- cn (D U(1) W w LL D Z W 1 II Lu ❑ Z 20 c< F-- > co LU ULU (WW0LI,0 LUU) ID zQ WA 0 00 < 0, Y, LOL � T M, Lu z (D LU T of (D cn C) Z z z 0 C') < Q) U) Z Z N 0 O F-- E C) LU w LU w LU 0 0 (WWOLI,L) 1 II col UJ (WWOt7) ZJ (WWOLW wwot, w Page 243 of 565 Agenda Item #12. =�- 0 -Z =cn V) 00� 0 'CO 1�1 %A z o < LLJ 1-- (D co D 0') Oz 0 0 2 0 >wl W� [if WDZO—D�-L:F--�,ODO=,Ox ME LU Ui 0 [if 0 [r U5 < 0 �- 0 of 0 M'OLLIC)M�0 CD 9 r .2 S U) Wo" LU ow Z LZ 0 0 LL, C') �: 0 �- 0 1 LU =LUO-F--�gw000w z < >- w cn 0 u 0 cl of co 0 LLJ z - LL, LL, U) -: U) — LZ Lu 0 F-- W Lu Z: z 11 m z ID:� U) 0 0 LL, 0 z LL <2T::00�0 2F--- ,f vcii�:jo-u visDn C)Di 00 co z z Lu — CO z LL, U) - F-- w w Q F-- 0 0 0 0� 0� 0 F --<TZZT7��w < < Lu LL Cl) Z) < U') < 'W' D LZ > 0 C) 0 LU W 0 2 :SS3'cICICIV iODrMld coCD 0) z z z mu C) (n < LU 0 z Q� 3: Z=E-,O—[E�F--gu). a Z C) F-- D 0 F-- W = w - Z C) E Lu �- Z D 0 LU LL — 5 0,0-1. LU z a > w cl Lu (li < < Lu 0 0=(-) , W — z zo Z o 0 LU 2 0 L) (DzO -F--C)~=OOLLIOCI)LLIF--Z(_)>-XLUM zLuor!zzD 0�� P: Z F-- (n z LU u �: Lu 0 LU g C) 2 0 (D Lu �z :2 Lu Z Of L) ee LLI 0 LLI Lu (D 0 ! Lu E: LL, co Co '0 LU LU (D 0 .2 > LU U) 3: 0 Lu @ -j �- < LU z 0 Z Z 0 W LU < 'If z 0 Z 00'��=z 00 C) D ui L) LU z J 53 F. LL L w D w I < < < z UJ < co LU F-- 0 U !z L: cn < ca 2 Z) z % IA C\l w U) w 0 CO >. cr� W Z 0 0 W af Z D 0 F-- cl) LU a- Lu = 0 < < �- LL, Fr PA199bell!A V �S n LU z LU LLJ 0 C.) Ll �::) �L�u -- c) F-- LLI LLI L w 0� 0 c) LLI W < 0 ca I X, 0- 0- (F-- C) < = Elf C) L) C� LU w 0 < =: F-- co 11 U) 1 11 11 :�INVN 10�IrMdd 0 0 ui 0 0- LO 0 or =C) ui 0� Lu = < C) 0 (n ui = U) I No i I o nNISNOD 110=1 434N31NI ION - AINO 30N3213=1321 UO=l I 0 COO w M 0 LU '1Z: 0, 87' 11 D- P nw w LU M 0 J=Mw K�< QCW28w0z z < LU < z b� 3: 2'r 8 la m M ED < z < (D waOCCHJUZwWLpU 0 LL, 0,L<0 OMOW= 0 0 0 z 0 LU LLJ 0 0 ZOOF-020L 0wozo — < �: -) (-) �- m5wbwzo>-2�0�0 C� �- < 0 LU 2 z �: z LU 0 fl� -- w 7 3: 0 z 0 000F Q Z 0- < LU Lu >OZ w a LLD�[-- z �, W, — D , 0, 0 0 3: 0 00<0 I LU w w 0 C) z ",g I I -00�:, 0 C) ouz<0002�� Lu�k<000= < 0< Lubw0�1LILZ-000w0o z N C6 7 . L6 16 y Y LU x Q 0 0 0 LU 03LLa CIO M� 0� ID W LU , < 0 LL LU 0 <2 0 z M < za 0�- DF-- — 5� '�: cu z L—Lu LUu>ogo 0 C , WW> 0 3: z 0 0 Er > 0 LU Z Z) z u 0 0 LU >- z 0 LU >- Z Z 0 LD 0 QO 00 0 F-- co — Z CL F-- ca — C) C) C) LL Lu LU (D LU z < I 0 > z z- — — — — — — C) L) X 'o pm LL, 3 q LL, Z < LZD 0 co L 0': sLi > LLJ LuCrow LL if cn L Lau� LU 0 0 LL, 0 0 < LU LU rr LL, Z 0 Q� LU ) �0-- OL a- 0 LU C) 0 0 Lu cn 2 < M 0 0 C) WZ LU < z 4 ce 0 fl- C) . 71 u) < LU 0 cl a- U9 Y C? LLI -,:, - U 0 N 9 0 > C) x w 0 0 "Eu x F-- 0 �� = 0- J W J w De < D- < z M o (D (D (n U3 , F-- F: z �-) F-- �2 < 0 0 M 0z 0� = X 5 X D uj 0 W 0- �- 0 0 IL :E w < D) in D x 0 �- Z) L) I L) x 0�zooz C) LU <0W 0 w I 0 C) M) CL M D U) ca 0 3: 0 du 0 L�u CL a) [L 0 0-' Z) p LU (Ww96tl)..Z/[ J -A 0 LU pia TO O TO LL :7 F— — — — — — — n E E o co LU 0 �F- Lu W D Lu Nl z E LU E C) Lou 0 co L — — — — — — 0 ry LU > [if 0 0 M (D L — — — — — — — -- — — — — 0 X )o LL 0. 0. o < 0 0- dmF W U) 2, 2, D a- < U,, ui < of uj 0 z ci 02 w 0 0 U) Li 0 2 Z n- :!g 00 U �- 0 0 < 0 U, UO) Zo U0, b af -- ui 0 C) 0 L L z QC z0z QD� 00< ;t 0 6) U) 0 , C) A �C) u z <1 LU co 0 3: Z) Z LU L) (n Z 0 1-- C) LU U) L . u - (j :E I 109 >- O L -N)ULu 0 U) w of 0 O� 0 0 U) w Z) Z L) z F-- D U) x 0 00 Z z < 0 LU 0 co D < 0 3: L) L'u (WWOW .0 -Z 10 iinGN03 X313 (Ww096) Z Z LU < 0 Ow —I (D L) Lu U U) () L V"(ww0qt,).q-.� NI"', < x 7��] M 0 — O z ❑ 0 C) U) 0 0 IL Lu � Z) !� IL D LU 0 F-- LU o = z 0 LU 0 z (n ::) 3� ne (n Lu z U) cl� < LU 0 0 LU (L <<= LU C) � ir 0- � 0 C) M V) U) 0 T- - — — — — — — — — III III z > LU LU 0 < z p 0 z x 0 lY z 0 C) 0 z z LU LU Of C) U) Of LU 0 0IY cr) cl LU 1-- r) Page 244 of 565 Agenda Item #12. Q W ~ Z =to O 0� O xcn }} ¢ 'CO N ® V ZH ~ZHQ HYpW�~WKFF� %A V��I•�QQ~�O U>>� T•� �=¢A44oxf_LL��=pOQ Ucjo°Uw=��¢z-dz »wKam~p'�aUoQWQ��0=�0z� x m U c�H�~o�cnccx�com0ZO>w<Ki0 w0O ®��-oz ,O,O�H w x o9 �On pU mco � oNM� a ¢0�LU) U) =Lu0E--=�p��zWwOWIba12�0u b1SDfchw�oK=oZO��Ua coZ)a<�D_ ov wZ Z Zo��co rn zzwnwaOwLL cnW~SS32ilJ4Vi0EIrMAd -QOQa��O UUw WwU2Lu=CO 00000 Owv W Z� �Q w00 U) za�3zQT ~zoowzo� w c=�Wm��LLDnaz ow¢ QQwxVp0=U O vZ N��H�z~ZZw��powH� HL)wIzoUOZ[TK(> (jZp~=���z0nzwUw wZJ z(DoLou m apwHOz¢W¢V� ¢Z Uwz�ZYF-UU wuj m�HoHZZW d•Y =z-gnE ZQ gWZcwa wQu�Qmory Z0 O�O�>LU ¢cn w�3wQ W W Q Q z dx Q w�[L�W w °pn189fiell!A8 �Sl OOU w0 wWaWowUW_ooU¢¢? ow w¢ w� w co wU n n W1N1�f0�d x c40o 0) co mU NoiIonNISN03 110=1 a3aN31NI ION - AINO 30N3N3=13M UO=l ECL dli L� 0 ro 3-11 E O 2 �y a - C C x C [9 @ y CD LU Frsss1= W L7 xO ;" o C W Zh<[ Q G7 2 �< _J-- as_ 14 m LR as a y m m t C CL Ld S Cj �69 U L p g? us D a> a cis ��-yy cn`� g cj s -Z E R7 -Q Ci � B � 5 toil, ff5 O C L} G zf- 7 4 'D C N d' C M C 4 Q C ti u, 4� a s a >, ,o cs H w E p j2 W ,a J, 47 to g tJ I-_L c a] q7 c? ri } V ` it J U) G o a Q Q a Ear ' 652t� CL qy U U Wes`—'' f W N��y z NL t ML E L OS C O •hLL L [a 4'' O E W SLu w '� ar LJJ ur to Q E E a Ri E m c cu- ca w LLI W Fd 2M C6 L = UP"- 0 C � � L N 47 > < ~ 4 d7 M V` O rn r iL w L Z Gc LL. t+a S O a a a a a ►'_ 1 � 1 w 1, Ln Y �+ co .0 _ t"I 12 L E J ccs � cS Ln 0 Ln 4sav1 _°'v, w CD Page 245 of 565 Agenda Item #12. -pplJOIJ '1?4s@nbaL W N 0 0 N 0 s0 j:)nq.TPjS oN v (9• V= 0 .6 -1 4 1"'- Q G l 2 _C ce U) 0 � CIS Q- J) .0 U t u 6 7- Vad IN Ln N') N rl c) C) 0 u Llf), < I < z 17 u ON z U-) -t-T 'n Cro) 19 Z5 I tt < 17- U > Nl u u u u 77- u E �) �) 0 cz u� ct N m c5 u u 17) 4- cz, >, b�C < tz U u lu Lo c C) - �: rt c c 7� u r� < 1-71 -71 'C7 6- ct o L) E CI5 �D x X Lo ......................... . 7, 7-, ove- jf 81 Ij b Av Cc) / a \ \ C,"c , o j u -79 4 �D Q.) \o LL- 1 7' ff II N 0 - \ N o a s 0" I \ X N 64 4' x 4.4' Ui 01, 0 Ln lk 16 71 L \ °\\ I` ` \ o \\ I� o —0 7j x r) 'N z Lr) 7T 06 :°ty `��25 ?���C�`` `T t \ '� V 1 0 i -r4k--7 I L <= O i� y —� .� _ I I I I I I I ��—_�� I I I I I I —_ I I I I I I I T �I � �� �� \ � III i o n \y �� I I I I I I I I I I I I I U��� I I I I I I I I �i� \ �I � I I �11111'd XJl Q! 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N Q O O m - r \ C fu m C U N CD EE i7n c _ o Ln a a e ro 3 W U r� rY 0 0 O a, o J 0 ru � � C U O O a-' a--) }, ru � � N LU W LU N N Z (I U) (il Z w] • =0 D • OH Z= c 2 � w > >_ XZ\l�, , O • w0 Ln O 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 � m c O_ O O m N cO CO O r 0 N _O E CT O N CV CO _ U) c�cV— (Z r- cj O Q) O CD Z � coo 4A0 3 M ~ z 0 z m M Page 248 of 565 Ln N Ul C Ln N N � U La 0 Cn E 0 LL a U � 7 C 0 E M 7 N Q U Y LTCD V_ Ln l0 u Q 0 .z v fu +� 0 E � 0 00 M � I� W J O _U U U) c 00 W w J 0 z O D O >- >Q -1 -� O D Q> ry O VF-Q H ~ n 0 aU E G c 0 U 0 0 N 0 0 C > N E 0 H c � O 0 ro z 2: •> _ � _0 6 � 2 - J I Ln fu M Q � � � ru fu a_+ U U 4-1 i ru cn U C U _0 V C (B N L L U U) +' ra O !EU _N + C O O E _O O C �. LL p r. c _YCn� _0 C a + (a Ln (a O u i rl J ate+ a+ U Cn U N (n L rya U)i 0 -p 0) U U C: ru V00 m U -0 � O V �' U U M U U fu vi I� a O U LN (� - J U ra o W p (j O Z c L- c �� v a� v °� p m >, ali H p L 0 .� ~ = U = O cn - Q W-0 = � Q7 N O fo O O- U ru FV-I O� C a n LL W-0 fU M N i c� i 'U J p V ce 0 ce Q) ate-+ a, U ate) �� (0 U � Q a� LnLL -i�0� Vf O V O'0 (n rZ O J =3 Q) z O• -0 O E n 7 z cn a� C Q U N N p O m � \ m r-4 L ca a_ 0 0 z O FBI W p J i �WLu II 3 � = M N O ro z U) m O O 0 00 a� oCD CO CO O r 0 N O +� U- E C O 0 CV = E r- U) c�cV- r 0 r Z�000 4A3: � 0 m F- z 0 Z m m Page 249 of 565 O 00 V- 3 � a) ra U coV) E _0 73 (a 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 � X (3) 4-5 Lr) >� 4-) Ln (110 I0 110V a� C L LL. � cn O E i--i w Ln N II 0 U O Ol LLI O_ tD W O [6 00 '� Q LL C W "a fu O O M H L- 0 ry V a M 0 c6 d M M Cd N OJ M V Q ( a ca O 1O Noo a.:, J (a ca 4-1 N 4-1 U � C 0 N = C > (a J L U L � O I- -�^^ ll i X C7 � g fu o w L O W N i i ; O N LJJ N C E > O E m fu cn fu O U U f6 �� �•aO_-+d O _N aL-+ L U O O W N O U O O C U D (6 O > 0 N ate+ � � aLn te+ O N M N 4 N N J > fa U a_+ Q- N U O (a O N Z 40 - U C H E O O X M Ozmj fu U� >` 0 Ln a- J Q O`er X O`er fl-C.�O U O L OLL - -O ru N -0 � •L L N aL-+ •C LV C C C O N a Cn C J > L O i 00 W JIO �lO �lO Q �:Ib ry Olo °I L� a ry O � n O H a 4A0 3 m ~ z 0 z m Page 250 of 565 3 � Q) ru U coV) E _0 73 (O C E i M Ln U H co u M a X N LL i U Lu L U X w _0 N U) 5= o p w .3 N J E Ln O � O E Q" 4-J a)> E ) O Ln y C: a - O O ru � O Z2:> o E G7 Yl c ro � X (3) N U LL L 4-5 Lr) �> a--+ Ln (110 I0 110V c L _0 LL � ca O E i--i w Lq N II 0 U O Ol LLI s? tD W O [6 00 '� Q LL C W "a fu O O M H L- 0 ra V c a M 0 c6 d M M Cd N OJ V Q a ca O 1O Noo a.:, J (u ca 4te-1 (1 4-1 U V) >` c 0 N = O > (u J L U L � O -0^^ ll i X C7 4 g fu o w L O W N Ln Wi ; O N U C > O cn fu O U U O _N O aL-+ L U O W N O U O O C U D (6 CDj�0 N ate+ 0 - 1_0 ate-+ O N 70 M Q) Q) 4 N N fu 1- Q ru -o > fB U a_+ Q Q)U O (a O N Z 40 - U C Z E O O X M Ozmj fu U� >` 0 Ln a-J Q O`er X O`er U O �. V [a _00)aU-+ O LL L O L fB L L- U� ru 0)L O - -O LV C� C C O N ,a Cn CA > LL � � >Z •� N p V/ 1 1 1 0 rl N ro U O bo M O Ln O (V c-I J =3 Q) z s -0 w J p Z O O O E Q� °� z a UJI C O 0 ~I I Q U I I I I �I I Nor I I I I I I I I I I I I � N N p O N m r-4 0 0 Z 0 Qro� J - N N Lu � 00 M � LV_ Q) O C~G Z 000 zl Ln ME m F- z a z m m Page 251 of 565 Agenda Item #12. 00C: J O cn Z)+' U � U U)OU N 4-J 4O U fu U)f0 LU C)M C L a-J a--+ U fu �fu J i Q " aU+ O O fuN •o O fa O i v a-+ O Q _D) 4-J W ca U _0 U �0 L U U 'r U � U fa U O Z O c J — cn =) =) af�� U , -CQJ M V c o :, a }' c >z E cm v, fl- U -0 v) a LU p C w = W i Z Q.V Q LU Q J U U ,Q- O p Z L ru 4—j i C M Q .� Q U W LJJ H H Q 4-1 0- .v C •� r U : > 0 +�+ - Z L ate+ fu U fa (a M ti ao a r' oO�� J c O `- L O .D . O II = J N U Q'�L-- U— O— C E "O (nn U fa N LV V a j J Q Za�3EELEL� N C n U-0 Q U fn O a) Z � U LQLCUn W �� L C QC-� Z L O 0) � 1)1 C fa C7 fa z Q cn fo E „96/66 9 QJ C L Os i, apea0 anogd (.,L-,Z) ,.6E ( E 0 _ _c Ln L C M 0 C O 101aH Ileaan0 („06-,E) ..9ti � cn 0).- — 4-J 4-JU a f1 fo 4-J'- a-J fu r a--� c 'O � 0 a+ O U LU 0 a Q a i 41) i O U 0-0 0 N L C M u —O E c C U U(U -O O U L O CD-��w � a,o ra U fn ra U �_ � Ln �� fu CO M •� OC E U U Ln � Cu4-1 E a aa� a� = o a C C 2 cn 'ff2ru C "O U L — >, ate--+ +Ln ca '� C + 0 L -1 U (B C C U U C O O �C'4-J C)!E VV V-0 ; -r Q- CQ OL -+ aa., fo � " c U M V E o CD CL> 0 U U� O E � U a-J 0� U E 0') O:_� C Q N E E cn `E U O - f6+� -0 4 �-0 U M Q C '� O i O (� J O" p x c v N C° CD co aU+ L i> N r fv O N O cn O _� 3 0 O co O _� _N Q� -O O U� U U -a C U N w Q u '� 1 u C +�-+ O vvi C C M o c�i LU +, ate-+ U cn C a) Q .V fp N C %` 0 O Q C N 4-JL _ C U C U Q" 0—a) Q) J U�� a+ .Q fa M Q- U M cn i--I Q Z Z O CDL Q) U LI fa a i Ln fu C L O •f= U L (B � 0 U ate--+ U L L po � E�� o o L a� � :3 0 ~ W II M ce fp fu ra -0 = C >, >,U -J O0O : (v p O U _ V (hC� M Q— ,C: Ln C Ln in O O+j�O U � LU C C U c- Q) U) -J E L o ro -0 OU O . LL CCUn f6 LLI Z ,--I M a-J -0 C O M fa U a) N C � fa 0) rur U06 op C � U -J U M N cn O m m cn U Jq U � ate-+ -0 a) _0 � > f0 pC L M� � L U� UU U —_ 0 V V LL � E n O U) Fn � m> ate-j Q I -) _ �2_ co 96/66 9 u •-' 0003 N c c -,-_ O apea0 anogd(,,L-,Z) ,.6E cn o 1019H Ileaan0 0 cYj - O O � o >, x 2 E L aD E o :E _:3 -0 N 2 C6 C > O C p � O 0 N U U a � ���Q o fZ �§ N �n-r- X � cr a E o 2 a`) > -E CDc v ru M U O to N EEL V O aJ ccu c O J Ln C (Wr1 Q M p 00 Lr) j LL. W f11 X `O W 0 Q N L N ,--i Ieoid��,8/ U C C fB fB V L i > U V m O Ln O [V c-1 N N p O N m r�4 0 0 >O fa U J U O C a--' m _ E,G_) U �o It !_ -0M CO E C O c� _0 O 4-J C U U fu O E pl U _0 E U � =3 a N 0 U O cO m CO Q) 4-J M .61 Ln N O M M = N O> �O � fl- f—Ua >- a- !E Z > 000 a U -O U U L M C L ra pp all O > � 4-J ce U C -J V ra c-0 � ,--� LU I- O aU+ M E �> o S Q O C Qcn C: U fa = N C O f� > a-J ^ o 3 H.(A- � O >, O U LU 4-J 2 c N C M z O 0 L U ri I� i M a�U)V� � cn 0 p �m LONI tu Page 252 of 565 Agenda Item #12. 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 fu 0- ru U fa U v ra Ln f 3 M 4-1 E-a c O N 0 -O C O L c,v fa fu> C O u C . O �L L c6 C fu D E C Q1 CD O V E x - c fu o U u • lit' ��9T/TT 9 („£-M „ST ape)0 anogy („L-,Z) j£ 101aH IIe)an0 (,,OT-,£) �,9t, Ln _ c C: L -0 Ln O L +, a-J O -1 0 C -O !EC U O V f0 m a � Q) C O O J U V _ w ro uO Oa d t, 9 LIeo1dAq "S/r .9T/TT ,8/s 00C: J O rn D M � U `G O U �+ O � C ate+ 4-JU � L C:J LU 0 +' O C L Q U 0 C J Q) L- E O O ra O i 0 U U U a--' o � Q w ra C7 -0 U �` -0 L U Q) ' L Q) 0 U U 0 0 Z O O ra v O ��Q a)v Q J F•1 C_ O >- Cn 4-J +, 0_ M c � p w W = w z �-•� Q W Q) 4-J O Z 4-J CT Q i. Q)Q c Q) W M Q =3 C , 0n Cn �+ O O M M L a-J V) 5 in -0 a ��Uo�`°�-0 Oil 0 O U4- L O .VI -0 J O 0-` N— O— C '-' u -0 LLJ U a � C) W � (n •0 E E Q U. 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'—' U 0 in LL LLI '� O +' 0 O O M-0 U C Cn -0ra O N O L—M0 W ru�- � "W� c Ln © N'i J u0O��-O� 0 > m � L N 4-J 0 Q) Q) _ Q) �' ii .� 0 n o c n V a) c c M ra V U a-J • U U �N O O N J U O 0 0 �_0 4-JU Q) U- a-J � .� C i WCD _0 f 6 -Cl- 01 uj 0 -O a) M E O- 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 O O =_ _ �� ClE ,--i c 0- a Q) -o U Q) cv m N Ce ��M J 0-1U ,--I C 0 M0 O a) c C:II w c 4-J > O oC��o 0 L U 0 O U = c cn a cn 0- v s? a� �� � o �L oco ssNNRwsN6--,lM Page 253 of 565 Agenda Item #12. i v aL) U c O N M O ui � ,;; � 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 4A� 0 3 M ~ z 0 z 461 Page 254 of 565 Agenda Item #12. 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LL, I - W> LLI 0 �< = lz UZ) Lou T 0 ID <z F, ->< U) LLJ (f) Z COL LU > Z a- 1, �; 5 0 L ly a- z z 2 ,� 0 ❑m z EL CL L-1 ,-n Q F�L LZU 0< f, F- < N < w U Lu L Z U) LL, 23 L) z .0 < U) OW M LU z < L. L=u T (,D Lu a 2� LU >- Z 0 LLJa- 0- L�Ll z 0 Z, E < Lu z z Z (0 ) N I, -< n -j LuLU (1) Ow Oz >, < LU - LLI [LEE > z 5� z E LZLI < 2 Z.: N N l-- LU 0 0 (1) oz lz W, z M M❑ 21W1233SESS p '0 JO <J <) 3: IL 2 yu Eu, 7U,] L,u -< ❑ w 0 < L) < 0 0 0 -1 < w 0 z z z I. � ca :o,:: Oz 1. ru 3z; L.L, < < U) Q WSW 0❑ < LU f)f L Oft Luoll 101� L=Ll L'U) (Z-D LL, z A U) LL . 2 LU 0 LL E L�y - LL, A❑< LLI Z) W A � ,f , E �e T F-- - Lu - M < < < tj U) X = of O� a- L) 07,L)CO -QEo z Lu LLI L. 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J n w 0 0 00 0 y C) 0 < < < < < < C) Z M 0 < W w . z , " F Z 0 0 1) 0 -0 <Wy M 0 C 0 Z < d , -j , 0 4 �] z (D d L) Of Z 1 2 n D < , w < ,a F� of D D < w , L 1 (5 LL 0 . . , D D D D D D w x E I w 00 a X X w w w Z Z a Z z z z z z z > 20 > J 2i r J > J J r J � > > > > 2D > > > 1 O 6 6 ci 6 0 (D C 0 0 z z z (3 (3 d j j d d 0 15 Y5 Z5 �6 u C; C; < w J w w A F, z # # # # # u u q < - - - < li J L3 LD co N Icum lu ;t w lu < o lu I < 0 z '0 2E 2E < z < W < I < ID w 8 E E 6 , i , W> , 2 W < < < 0 0 0 2 Df < < w < 0 C z 2E w Z W 0 z (3 z M < < 0 0 Z z M z 0 z < Z 0 Z 0 u , z 0 0 1 x 0 z 0 < 0 2E 0 w In p w 23 , !� < < x w M y x < z 0 w w 0 Z 4 0 W� w 0 2 0 < 0 oe (D EL z < M owUx a < o O- > u 0 w 1. 1. -all 0 w < S, ZO <Z w w z 1 0 Oz < < of If w < < 0 x 'w < z < L 0 W W 0 0 w W, z (D 0 (9 2 of 0 < < 2 < < x z < z w W 0 D z 2 z L d z z 0 > 0 < 20 w Z - 2 - , -, < 4 4 z w f 2 W < (I D 2 Z z 0 x < 00 0 , Z 4-j 2 0 1 z z w 0 < < w . z > 0 0 0 0 0 of of F) x x Ir Fn w < 0 w > M C) < M 0. amf M 0 w I E w 0 L) L� C) C) 0 u u 2 > M z M 0 Oz a LU w D D LU A U Ix of 0 W z 1. 2 L> M = , w < 0 Ir w << F- Y M =� I (L Y a U1 > LL < R C) U) Y C) 0 0 u u 2 H 0 . . 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U) 0 co _D 0 _C0 0 c 0 14 7L 0 '0 0— 0 w - -0 rn > '� -0 Q) CLU_ 01 s 0-6 >, C) 0 S E E 0 =01 -a- 0 �= - �>;, I) CK 00 co S r- , z 0,- 'ii CL 2 — V_ 0,-Q, D I 0- 4) ID ' (D Q, C) q) E E _Y S) 0:2 .. ' - E -5 E E 0 S 0 :E q.2 C Z 'FZ q' C) :3 2-0 Q 7- 00 Mc, ad ra- :1 CL 0- cu),- maxi CL =w' ccp M M cl� (6 06 G) 04 6 _: N C� C14 (Wwq0t,) 0� 0z I > 0 T 0,-. D U LL. LL_ �2 (wwgod F� (wwo[q).x- wwgq9),.0 -z -.I. E < x w ..0 U) E E D M of < E Agenda Item #12. ==o w � � N J M-pplJOIJ 'visanba=-i �<�z 4�� rq �� �o no o0 ¢74i o���� �N sanba s �n �� o v za ov ^^`` N (WI'j O (n 0 N N C C O C C O a�aw ° n�Lc)ln 3 0oa0_0� U cn s N r O M \ M 00 N Q N � 2 � L;j ' + Z O O� LL W H Z Q N Q J A Q R5 rc r U (J/1 (/+ Z O aZ? ^� m�YOOW Z J� (Wj W Q M . 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I ILI I IIII o wO m WW ? .-�=�I Z ow- = O J M moxn L) 0O O 2 Z LL. O Z Q U Q O U Q W � Z of<2 H Z a LLJ Ln cn U LJi W cl Q� � �w r w N O M n tO0 K x O x x x M Z U H w x Z Z I� l0 l0 D �W Z O > I d < I 7 ((� ((O L 1� Q L C N N 17 C z O U N d z LJ� O� L LIEd V tL r O Z p w Q Z M O N J ¢ a J ^ x rn M ¢CY Q o W J „9 0 _ D - o a m ` 04 bi i0 N c z/ L v U I.LI -I N O 1..11. ..11 -0 Q U K Ld Of LCiIX Q V) _ 00 C!) LO LO �� x Z x Ld :2 D (/)LJJ < � �g z w aw �� Agenda Item #12. _ = o F, W r r N 0 uppold 'visanbalUll N U �'2" ¢�O E orn�° U o ,gyp �,��► _� o o N E c) — sanba s �n .�� C o E �� o - T 0 W y N 0 l 1 Oi c O .� ° . (�� T ¢ a o '> .°- co 3 aNi ° n o a�i o `° C' W �' N � O M N M 11 T N Q O o m N C9 � 't 53.1' m E F V ZZ J uai E 3 Q Z a N rm =E O d r oz + rV - �E (� O a� v)z� a 0= ICI o W Z m o z �o� ! 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T 0 N uppold "u1sanbal N W z o x Q o - L U ¢ I y i w U 0 iLy (n N �I*��QN� ���� sanb@,Ls Dn .Tvo a_� EE Na -elson C� 1 O— 0c0 �tt1 7L TS0,�o�N pOH U�II'1) 0 w, E r ._3 ui J V 2 O ¢ o > O •" o_ 3 00)) ° a o 0 > -o O maw ° n�i� 3 00 ¢ o°� U n Cn W Q v V N � O m N M co N ¢ m O N (7 Z LO O U WOZ } ~ Z Q W ti N W mom w0 o Q L[i Qwor NIW ,Zl z ov) w � m�W N =W w W` a M J U) W OO OO OO 0 V= r J N Q ¢ �0 0 00 00 0o OW V) Q 110 W W N>z Op OO OO OO zo m> U J w N maws o00000000 -0 ooQo �c�i o Z � 0 0 -O — I I aaNS o0Oo0O00Oo0o mr m= Q W o I J 00000000000 F w d 3 O cc y cn X N Q0 _-III- k' w=a W 00�0 00000° w o w 0Oo _ O (nrx(n o 0 0 >o,zw o ~ rn Q w w U° I I I —I I Z >OU¢ OHO°O�Oo, OHO° IW of wZjONZ 00 Cn O °DoDoO a J- N °0 OD OD 00000000 o0Oo0Jawz�m w F .. 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J W J F } O r Z ¢ W r 0 U) r J �_ o N H¢ Z F w o o ra= rw¢ > �a :3 W4 z}VW rJ�� ¢3z� > W Q ZWr VJ i w mm O¢ m OJ Z> V1J¢W \UWHZ J z w zmr �¢x� 3 zo �z w� �d �Fw� �_co �vUm< a LL O O JU o W 3 0 N U) W U J Z LJ¢_ ra W V) o o ¢5 Zr W ¢ - - Z W m O d U O 3 ¢ X �_ o¢ m W W W O O O J U) W W Ld V) $' O a¢¢ Z > m W W r o r w O J O> m m o m pw Q ¢ a z LLJ w w Q�a �LL va)¢L 0 3LLJ ¢� orr or c��owN v=i�mI ¢a¢Oz vai J r z¢m wa CL a 0 A ow o-0 Fri I cnrma-oW om S J O z0 r V) Z Or� W r(n W O Z W Z O O �n U ¢Z_�ZO W Z p ° Cr OO Or O J V)w Li m ¢o p V O ¢- 3 F F Q U �c-)LL 7a0UI¢m d ¢> o¢ ¢ mW w�wNw w '�W�Nwmzg ¢ w ¢ ¢ w Wwvi w3o¢�J w o�aaw as w m¢mom o¢�mo¢w-j ?' p U O W W m W m Ow �i J¢ m J ¢ JUl J �w Z¢ J- V) mU¢Fm J J m 2 �0 r a(1)r ¢ W J r d¢ J Um J o� m H}¢_¢� r (nW W z a r z ¢¢ ¢V) WWrm¢ aF z m zYVJJV)J ¢ } J W W < r r Z r� V) m m LLI ¢� = J U) = Q ¢ N Q Q W of Z } O O W W UI U' F. �i Z l¢i O O (L' J W F r Ly¢LyJ,� O J w Q d Z ~ $i $' r O W W N p O F_ = W O¢ O m ¢ Or => > V1 W U'¢wv rd �z�> �Omo o(nm WJ Orm m0 >¢o m0 ZO W}zZ rgWWd 0 00 a ¢ ¢¢ U)00 o aaZ �UJm m�U ww0 N U tn� 3¢� W ZFmO¢ J¢am¢ Z O U' U) C. z ¢J m z U Z U) d¢ o W> J O 'L'� z LLI O z wla1 LL o ¢ w OOw U� w J Z Cj L > aw0 w J J Z �Zmp zz Fw L,)UU ¢ z >�SiV Oo¢ >w w ..CIF zL,mj m aw ¢ z o EL mo m zw0 U m r0m m mz�0a w}ate>�z Dma F V) W O o O O O Q ¢} w ¢ z C� m 0 a. - a U m w r ¢ w¢> lWa1 m O m¢ W V) 2 r Z 5(}n a zm Z � Z w J ¢ Z OQ UJ¢ z¢J OO W mZ� W O W Odr r U 20 r$F} J U¢ m OI zI�+1 U}ZU1¢ O > (F-) W V) Z w> U) > W ¢ Q Q m O N OJ $i V) ¢ W m W H O m Q U Z Z m W Z L ¢ W¢ z ¢ V Z W U m w¢ o¢ m r J -0 U l H m ¢ C7 U' W O ¢¢ U' LymJ ¢ U U wM J ?� r W m r r m Ly mLyJJ V)� J 3 Q} y m0 z� m� J V Ow ZaLyOJ W\wZ¢�z>U�U_ CZ Z zF J >Z r> W V JO W Z �Ly O,� W >J� OrJ -O V) J r_ U F J} W J J V) m ¢ w> W O O z O W ¢ O O W W Z¢ m J> W w W ¢ W U Z F J m V - Q F O O¢ J Oz J 3� a �$ m� U ¢ O Q U> J O J V) 3 O m w O O O o m Q O F m w' g z m w 0 U z m2Fm ¢ o m 3 r m U zW > m m w ww wo U) F m0>> w r ¢ m m W Q§'Z U O J w z l =la�la11r wo= 0\Z} UO� �� USi� U! m ¢a OW a Ja UD Jmzm¢ I W QO W m W Cm.�W O Q w_ ZOO ZO J 0mm� ¢ W N¢ W� J�� arW VIo¢ Wr yZFm w>m(rn Uv (FnUJ UU �'O Omd Q�Q WO�< I-- LWi W r �U O ¢rQ r O wa0 m 2 ¢ ¢ ¢�X\w OmrU J�z UC9 Wm QJ¢ Jt1U ¢> ¢ W Z Z V) U) O Z r U o w > Ly) W U) Z U r d ¢ V w V) W J U) >° �' Q. W O¢ O J¢ m¢ Z O U J o 00 Z d '�-� U ¢¢ 3 m> Z J r O LL V) S O O r VI O 0 0} O z z z O U lwi J U o 0¢ m m Z O Y- 0 0- Q Z} O OJ Z U m r 0 FFU O¢OF w W W ¢J W Q > ¢W m m UO d�0 �Jd O¢ HJO rm WU =>�U U W V)�� (n(n rm J3 O¢m¢WOUJZW-00 UU W JFOFU �O O OZLQ� mz ¢ado mU V ¢ prw¢ Z Nrn �(nw ¢(nz who waaz Soo �vwi m 0 mZ m (n OLLJw LZLJLLi F- U L1 L�FZJ�J-U \ _> Q J z J U] U W Z ~ w W N WO w w w F Q m V C) O ZO W Z a W U' > w 5 O a wL,�. I J O H o V 1 N r r N Z a V) (>/) Z m Z Q m Z w J V m Z¢ U Z W V) V) z m¢¢¢ N J m wpm F O O O O O m U> > w m m F U J m r U 0 0 L W W¢ H LOy l J p 3 0 U 1 U 1 LLJo W m m W F m U U (I Z O V) 3= V) ¢ O O O Z r J U N 0 U Z Z¢ O r w r Z lL.L1I r Z V) } CL V O U Z m U) m d J U l V) ¢ w¢ V¢ Z m W O U W r O Z Z d W 0 W OOm -(n JV)O HQ Z W V JO 2J ¢ OrW m �Jz J U)oww 2 ¢zD Li OXr ¢� W>� OO V OO W mOES UOO�Oddm(n UUo ¢?U?U U >m¢ o¢z ¢¢ (Y mV)�a (nU) L, wUom r 3¢0¢ m o wL�t� 0Jw(n3v) L,Z� rl- ZZV)EL 0 wJo-¢22W0<0Wo O M r m J Z G� W O O Q N nj LO f0 n a- ¢ m CJ 0 Li li Z ¢ m U N Agenda Item #12. N �pt.zold '�jsanbaZ N ^C- � U Nl ¢ N CW N I w i I m¢ -o o O 0 O (' Q c II •I� o ONE ���� sanba s �n .�� Q)� o U ti W o v E 7 rn O y N C p N Ln N 0 C >O Oc .m C F u7. � • V 2 O¢ O o0i •) aco 3 3 •arni o a o o •a>i o y u O x �dw n� n n 3 0o Q o�� U cn 9) rn O N r o rm N M L _ N OD N Q m d O N O O N Z w Z O L O z V Z 0 U o O O L N oL aY0 Z Q w r- Q o a � o � E 3 w�¢ o J N To ° z'> a c ��� a r a w d Q ui -0- ¢ o In . to 0 o c o a) - 0 w o 0 N o f w o a3 3 a =� wzof W a m - O 3 a -C > aZ -o O M wOO J N X �� �_ o � w O to t o (u Q M lai O W N -O O N O 3 O w O to �' X O +, cn N N" c v� ¢ O F V O z a azi c z r cn o E o ELOc 000 O U<)w v !! z w o 0', m O �.� ~ ��rn w W i Q W o 0 �I N _ N N O N O D c E 0 Q �atn J O W 3 L ++ N co N )O EO N N O >OZw N Z J T O O O O L .� 0 U U VJ N p F Q 4.1 :7 J r,� O- Q D O-0 0) O O0 0 Z w>w W Z W O N OU d x p L cn �_o C 3� wOw�O W ~ Y O C) O >O �•Vl r01'"IZ u O N 0 0 O L O O d'zZ A Z M U w p O O a 2<0- O o ~ H zw o �� CJ N U o � om c 0- UZw _ cn z _ 'U 0 ° ¢0 L 3 N 06 N C� .-0 0+ O+' N N F- �F¢�= 1 CO ai N O,N EO c �.0 c 0 0, Q o o.c z 0 \\\ v o O o� o n o -o S E Z c»zo \\ /� o� w Z U ++ ++UU �_ 00 0 O NN III /'-�I 00N0o QrwyIN�OJ O 6 � Uo. � a U W a� a ° N=� I /// N 't moo aO L ° s� 11 0 !a z�^ O c._ c L L U 0 0 0 / 00 � cow � O 0 O Un N O O cn fn -U -I L �p � c0 a x N O C /� -0 D I11 i O ww OO j w O O D U O O Q O O ZDm O W-0 3 D / ,�y ¢ JZO�iI Q N // H `�� �j Li.lm¢ O c m //' ii/ w 00aLLJEn -o ?o a) CD '�•� // // z A' of w , N \I\ uj NO. i / �\ \ / C) . ¢zaz •((,��� n \\� �'� / I- ire 1\ / �''// ///� rnd'J �Jw yjl" RoAY NSP�R�P �� SoMESj\�z ✓� ��� //J¢� �U)F, o ('OCRP5p3 ''�j PRpPR2MEjERv cUna/��%�'� �� �33>�'AP RUMNg3aWptE i c�v �' `' j // o n¢i oZm�� eC\Oi �//JEOP MPP c' ��\PN % i f //' _ \ �� Ill / WOZ 0 Do \� I / mew � G�NG� � / � o > �\ III / acW�' wrrwz = o awWo Ld 1!\r�MZW0oovLLJ wzrw0 06 1.4 �\ �nWx= wz=z U)S17 ¢ NN, �ONG�R6 PGNp571 LU S� l�W$S�i�G�PN\PRESMg� VP� ��D \\\\ J�a`� a\ \\ \\\\ \\\\\\ / wrIV ��� - CD =SOW flZQJ \\ III I` \\ `� Z o� \\\\\\ u� yNv� \ I \ I \ \o \\\\ ILI 9 z II N �� 4' S01 PN 1 \o� II II I Ip "� � -p�,�oo 'C� c ? ,0 \ I `V \ \ \ \ a \\\ \ I \1� \ 0\ \I\ ��) rA ��,VU-71N \ \ \\\\\\\\\\\ \\ \\ \ m \ \\\ o'er " \ y o I I \ \ \ W; \ \ \ \ `I II II i II o< 1 $ W I III ��)� II(" ---- ---" ------ -^- ---- \� (`( J e 4 - --------- --- ----- �' O�/ W oN ti 156 6 II a FL"Li1Z 31, zOa00NLU co II C) M I` w II co Ln Y II II II II II II I NI \\ I o\ 11 \2\ \ 1Ir'co II IIL1-L_TTr-1 74T- �ITT LT-i-7T=-+=I_T-T=TTI- -----, ---- T+=T ----- JL-JL------JI--11---------21------JL-JI-------JL-JL-----JL-J------------------IL-JL-------�I-A-----JI--11-------IL--L----- II 11 i I I I II II I I I I II jl II aYF r� wo> J O W wzw �J z O NWN } O to Q U Z F-$' O CO m B C14o O `�'o� II w w UoLavNik' O E 0 7 r r r w Q wz>- U �-0 o Z Ld w g F- pF¢w �_ O7 C .0 J > $S $S Z Z w_ > w w w m �� U r z w a Wwwwo C O Z W O F W J o c0.> U � O O W F m w M F¢ L = F U O Wzzln y 0 U h M �`I ¢> Z a U o F- o¢ c� X C 0 C �¢ > J O (n w rZW W .0 W o ¢ a J w c� ¢ w w V) W a 0 w �. VI ✓ W CL w uj w 0 w w U �r N 0 W7 ZF zzON MO O O O z Z 00ZO 3 W N a m a a a a 0 o w a w a s a w w a o 00 C N 4 I II I o�sX a g y III 0 Cc U U II I I Agenda Item #12. N 101 N o Uppold 'v}sanbaZ N a N i v s= CD 0 II I� �� �Qoo E n�o c� Q o - �_ o o���� sanba s �n .�� o a O� �E Oo v T �o 5, ' O N N N p N r L N C C O C .-C. C F- (1) Z V I O a c o> O ._ a 3 aNi o a o> O maw ° n�LO Lo 3 00¢ o _0Q? U n in cn ko N r O r� N11 M co N Q \ M 7 N Z O , / 1 Z t1 ~ Z Q N 0LL J IL Q M W Z — a Q J O a M W V QO N N CD ONK> aQWa0 N Z J ti zN i WLd og Z N F Y � N U O Z M O lY O d � M - C \\ -O ry Q W O (L �\ \ \\\ /' i i •- is F y Q Oofro of wO g W TOE (� NQZ��W V L O5�(OW .X(( O 0w 0p0 E ¢Ld JZOF LU (Z v LU ai¢ bd...........•��5 IIII I111111\\\\\\\ 04 PS 0• �� o / o aaz 5 0 IIIG� oAD NSPpR�P j z � � ,o J�V) � o�� V•s•mrl��1 1• pF�RP r�p3 o u~at0= aJd> 1 P pR�Mse G�\pN 930/_ // M `�� /� o lg o F E L w / J z GANG/ �o Mc 0gDM — 5q obIS / / /17 07 / GaNGRej�WP�K Mr NSE 105 loo 6�g6,PG' 1 LL 91 GO\ 0 �� 1 ,# . c °05� II III � a •: t: S T - \ II .al If. III all[. + I II WI II°< I II III II II �i II_ 6•z 9•� III II II o "1 II II II II 21 II III II II s I III I III II Il II II II II II II II LJ J a a 1 1 II:> I ICI �I. II II II II II II II II II � I II II II Imo; II II ll � �� II II �� I II " rT ✓ ' n F PSEM��� � \ I2 m W 0 z Z U 0 \ IIII ~wo L,L)vow F N F d Z F Q I z s b f7 v v W vvv v w9' .9 U2\ \ \ \\\ + I + I I I I I I I (I o I I I I I I I f( l) I I I I I I I I I o 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 I I N \\ LI=I— T—FF��-7TI TF�I =1ITTII IL �TT�—i TTT=I TT=L_i�IT+I_ TT=TT=LIT-TL--- I \\ --------------- JL_JL------ J1--Jl --------- 1--t------ JL-J------- JL_JL----- J1--11------------------ L_JL------- JI-A----- 11--]------- IL-JL----- ----, \\ II , °i 4- > O co a7 z 3 0 o CV II w M E E Z W z W w CD D D O0 c p m i coW ,O J CD w Q a`3 a3 Z (n Ld Z W O OF w J O U 0 sm y O U '>¢ o > z w a w o a F q ++ . Q W W (n W 0 0 n ZLLJ >-0 U a aa aO r a J 'y 4J 0 O •0 ClI m D � U U X X 7 X wcif w a w a a a w w M o II I I O`sx 'x II I