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2021 02 08 City Commission Regular Meeting Agenda
CITY COMMISSION REGULAR MEETING AGENDA MONDAY, FEBRUARY 8, 2021 - 6:30 PM CITY HALL - COMMISSION CHAMBERS 1126 EAST STATE ROAD 434, WINTER SPRINGS, FLORIDA 1 REVISED AGENDA To see previous version of this agenda click here CALL TO ORDER Roll Call Invocation Pledge of Allegiance Agenda Changes AWARDS AND PRESENTATIONS 100. Traffic Study Update INFORMATIONAL AGENDA 200. Current Economic and Community Development Projects Summary 20210208 Agenda Item #200 Projects Summary.pdf PUBLIC INPUT Anyone who wishes to speak during Public Input on any Agenda Item or subject matter will need to fill out a “Public Input” form. Individuals will limit their comments to three (3) minutes, and representatives of groups or homeowners' associations shall limit their comments to five (5) minutes, unless otherwise determined by the City Commission. CONSENT AGENDA 300. Streetlight Reimbursement Rate Chart - Duke Energy Reimbursement Rate for past 12 year.pdf 301. FY 2022 Budget Calendar Budget Calendar for FY2022.pdf 302. Minutes from the Monday, January 25, 2021 City Commission Regular Meeting Minutes PUBLIC HEARINGS AGENDA 400. Second Reading of Ordinance 2021-01 Creation of the Little Lake Howell/Lake Tuskawilla Management Municipal Service Benefit Unit (MSBU) Ordinance 2021-01 Little Lake Howell MSBU.pdf 401. Winter Springs Marketplace - Aesthetic Plan Review (Partial), certain Waivers, Final Engineering Review, Removal of Specimen Trees, and Development Agreement. Winter Springs Marketplace CC Staff Report_FINAL 2 Exhibit 1 - Vicinity Map Exhibit 2 - Aesthetic Review 20210121 Exhibit 3 - Waiver Request 20210121 Exhibit 4 - Final Engineering Plans Winter Springs Marketplace 20210121 Exhibit 5 - Master Sign Plan 20210121 Exhibit 6 - Specimen Tree Removal Letter 20210121 Exhibit 7 - Development Agreement 20210202 REGULAR AGENDA 500. Appointment Opportunities for City Boards and Committees REPORTS 600. City Manager Shawn Boyle 601. City Attorney Anthony A. Garganese 602. City Clerk Christian Gowan 603. Seat Five Commissioner Rob Elliott 604. Mayor Charles Lacey 605. Seat One Commissioner Matt Benton 606. Seat Two Commissioner Kevin Cannon 607. Deputy Mayor/Seat Three Commissioner Ted Johnson 608. Seat Four Commissioner TiAnna Hale PUBLIC INPUT Anyone who wishes to speak during Public Input on any Agenda Item or subject matter will need to fill out a “Public Input” form. Individuals will limit their comments to three (3) minutes, and representatives of groups or homeowners' associations shall limit their comments to five (5) minutes, unless otherwise determined by the City Commission. ADJOURNMENT PUBLIC NOTICE This is a Public Meeting, and the public is invited to attend and this Agenda is subject to change. Please be advised that one (1) or more Members of any of the City's Advisory Boards and Committees may be in attendance at this Meeting, and may participate in discussions. 3 Persons with disabilities needing assistance to participate in any of these proceedings should contact the City of Winter Springs at (407) 327-1800 "at least 48 hours prior to meeting, a written request by a physically handicapped person to attend the meeting, directed to the chairperson or director of such board, commission, agency, or authority" - per Section 286.26 Florida Statutes. "If a person decides to appeal any decision made by the board, agency, or commission with respect to any matter considered at such meeting or hearing, he or she will need a record of the proceedings, and that, for such purpose, he or she may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based" - per Section 286.0105 Florida Statutes. 4 INFORMATIONAL AGENDA ITEM 200 CITY COMMISSION AGENDA | FEBRUARY 8, 2021 REGULAR MEETING TITLE Current Economic and Community Development Projects Summary SUMMARY Staff is advising the City Commission of the status of current development projects within the City. RECOMMENDATION Current Economic and Community Development Projects Summary 5 CURRENT COMMUNITY DEVLEOPMENT PROJECTS SUMMARY PROJECT NAME LOCATION LAST ACTION ITEM CURRENT STATUS AITC Office Building 863 N US 17-92 N/A DA, Final Engineering & Aesthetic Plans are under Staff review. Chase Bank Town Center Community Workshop was held on 02/20/20 CUP and DA approved by the City Commission on 11/16/20. Final Engineering and Aesthetics Plans are Pending. Dream Finders Townhomes (Seminole Crossing): 114 Single-Family (Attached) Units Town Center - East side of Michael Blake Blvd. Preliminary Engineering approved by City Commission on 1/8/18. DA, Final Engineering, Waivers, & Aesthetic Review approved by the City Commission on 12/09/2019. Final Plat approved by the City Commission on 09/28/20. Site Work Complete. Single-Family Homes Building Permits under Staff Review. Site acceptance pending. Equinox Development Five (5) Building Commercial Shopping Center SW Corner of SR 434 and Tuskawilla Road Community Workshop was held on 05/28/20 DA, Final Engineering, Aesthetic Plans, and Waivers are under Staff review. Iriye Suites Live Work Community Town Center SE & DA approved by City Commission on 01/28/19 Final Engineering and Aesthetic Plans are pending. Matthew ADU - CUP 1208 Howell Creek Drive CUP approved by the City Commission on 07/13/20. Building Permit under Staff review. Northern Oaks: 35 Single-Family Homes by Dream Finders Homes North side of SR 434, East of SR 417 Final Engineering & Waivers approved 03/13/17. Aesthetic Review approved 04/9/18. Waiver approved by City Commission on 11/18/19 Site work complete. Single-Family Homes are under construction. Site acceptance complete on 01/13/20. Sand Loch Future Land Use (FLU) request & Rezone North side of SR 434, East of SR 417 Community Workshop was held on 07/09/2020. FLU, Rezone, and DA approved by the City Commission on 09/28/20. Final Engineering and Aesthetics Plans are Pending. Southern Oaks: 54 single-family homes West of DeLeon St. & North of SR 434 DA, Final Engineering, Waivers, & Aesthetic Review approved on 06/22/15. Commission accepted site work on 08/14/17. Site work complete. Single-Family Homes are complete. Site acceptance complete. 6 The Studios at Tuscawilla Vistawilla Drive Community Workshop was held on 07/19/19. DA approved by the City Commission on 01/13/20. Final Engineering, Aesthetic, & Waivers are under Staff Review. Tuskawilla Crossings: 379 Single-Family Homes Town Center DA, Final Engineering, Waivers, & Aesthetics approved by City Commission on 04/24/17. Plat approved 08/13/18. Phase 1 and Phase 2 Site work approved by City Commission. Site work complete. Single-Family Homes under construction. Site acceptance complete. Winter Springs Medical Office E SR 434 Community Workshop was held on 08/13/19 DA, Final Engineering & Aesthetic Plans approved by the City Commission on 11/16/20 Site work started. Winter Springs Retirement Residence (The Savoy): 144 independent suites Town Center DA, Final Engineering, Waivers, & Aesthetic Review approved by City Commission on 01/22/18. Site work complete. Suites under construction. Winter Springs Town Center Retail Building (Ocean Bleu) Town Center Final Engineering & Aesthetic Plans approved by City Commission on 06/10/19. Preconstruction Meeting Pending. Wendy’s Town Center Community Workshop was held on 12/17/19. DA, Final Engineering & Aesthetic Review approved by the Planning and Zoning Board on 02/05/2020 and City Commission on 02/10/20. Site Work Started. Building Permits issued. Building under construction. For more information please click the link below: City of Winter Springs Community Development Projects List/Locations Notes: ADU = Accessory Dwelling Unit CUP = Conditional Use Permit DA = Development Agreement PZB = Planning and Zoning Board SE = Special Exception 7 CONSENT AGENDA ITEM 300 CITY COMMISSION AGENDA | FEBRUARY 8, 2021 REGULAR MEETING TITLE Streetlight Reimbursement Rate SUMMARY The City's streetlights are leased from Duke Energy at a flat rate. The adopted City standard streetlight consists of one 30/35' concrete pole attached to one high pressure sodium 100 watt cobra fixture. The fuel and energy cost for a standard streetlight is revised annually by Duke Energy and used to calculate a base streetlight rate for quarterly reimbursement to the homeowner's associations (HOAs) that have a Neighborhood Street Sign and Light Improvement Agreement (NSSLIA) with the City. These HOAs have decorative streetlights and are reimbursed by the City for the base rate. The HOA pays the difference between the base rate and the cost of the decorative lighting. The reimbursement rate for the TLBD is less than the rate for other participating communities because the TLBD utility account is under the name of the City of Winter Springs. Therefore, they are not charged municipal utility tax by Duke Energy. Consequently, they are not reimbursed for the municipal utility tax. Currently, participating are TLBD (636 streetlights) and the communities below. 1. Winding Hollow - 144 lights 2. Glen Eagle - 117 lights 3. Stone Gable - 28 lights 4. Moss Cove - 6 lights 5. Jesup's Reserve - 38 lights 6. Mt. Greenwood - 28 lights 7. The Highlands - 90 lights 8. Winter Springs Village - 87 lights 9. Amberly - 11 lights 10. Jesup's Landing - 46 lights 11. Seven Oaks - 36 lights 12. Integra 360 - 20 lights 13. The Blake - 36 lights 14. Tuskawilla Crossings - 150 lights (estimated) 8 In January of each year, Duke Energy makes available to the City a revised rate schedule for street lighting that will become effective January 1 of that calendar year. Based on Duke Energy rates effective January 1, 2021, the City standard streetlight base rate should be adjusted from $13.70 to $13.37 per light/per month for all communities excluding the TLBD. The TLBD rate should be adjusted from $13.52 to $13.19 per light per month as the TLBD does not currently pay municipal utility tax and is therefore not reimbursed for said tax. Consideration of the rate revision alone would, at full capacity, result in an decreased cost to the City of approximately $5,800 annually. RECOMMENDATION Staff recommends the City Commission approve a $0.33 decrease to the 2021 streetlight reimbursement rates, bringing the rate for TLBD to $13.19 and $13.37 for the other communities with decorative streetlights. The decrease is in accordance with the revised rate schedule from Duke Energy, effective January 1, 2021. 9 $13.00 $13.20 $13.40 $13.60 $13.80 $14.00 $14.20 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021Base RateCalendar year Duke Energy Reimbursement Rate for past 12 years 10 CONSENT AGENDA ITEM 301 CITY COMMISSION AGENDA | FEBRUARY 8, 2021 REGULAR MEETING TITLE FY 2022 Budget Calendar SUMMARY The City Manager and the Finance Director request that the City Commission approve the FY 2022 Budget Calendar. Approval of the Budget Calendar is needed in order to establish a timeline for the FY 2022 budget process. The most critical events have been emphasized/bolded on the attached proposed FY 2022 Budget Calendar. The millage cap must be established by the July 12th meeting. RECOMMENDATION Staff recommends that the City Commission approve the FY 2022 Proposed Budget Calendar or amend it as deemed necessary 11 FY 2022 Budget Calendar City of Winter Springs Key dates in BOLD Proposed: Date Function February 2 Commission establishes FY 2022 Budget Calendar by July 1 Transmission of Proposed 2022 Budget - budget placed on Shared Drive and Website Tentative: by July 1 Property Appraiser submits DR 420 Certification of Value July 12 Commission establishes millage cap (DR 420 tentative millage rates via Resolution) August 4 Deadline to Notice Property Appraiser of : Proposed Millage Rate / Rolled-back Rate / Date, Time, Place of Public Hearing (Must be sent within 35 days of certification of value) August 24 Deadline for Property Appraiser to send TRIM Notice to property owners (Considered notification of Tentative public hearing; must be mailed by PA within 55 days of value certification) September 13 Public Hearing (Tentative) Tentative millage and budget hearing (Resolutions) (Must be within 80 days of value certification but not earlier than 65 days after certification) Final/Adopted: September 23 Advertisement publication date (Thursday for Seminole Extra) for final millage and budget hearing (Final public hearing must be within 15 days of the tentative public hearing) September 27 Public Hearing (Final) Final millage and budget hearing - Adoption of final millage and budget must be done separately and in that order (Resolutions) (Hearing must be held not less than 2 days or more than 5 days after advertisement is published) by October 1 Resolution to Property Appraiser Resolution to Tax Collector (Must be submitted within 3 days after adoption of final millage rate) by October 26 Mail TRIM package to Property Tax Administration Program Department of Revenue (Must be submitted within 30 days of final adoption) 12 CITY COMMISSION REGULAR MEETING MINUTES MONDAY, JANUARY 25, 2021 AT 6:30 PM CITY HALL - COMMISSION CHAMBERS 1126 EAST STATE ROAD 434, WINTER SPRINGS, FLORIDA 13 C I T Y C O M M I S S I O N M I N U T E S | R E G U L A R M E E T I N G | M O N D A Y , J A N U A R Y 2 5 , 2 0 2 1 | P A G E 2 O F 11 CALL TO ORDER Mayor Charles Lacey called the Regular Meeting of Monday, January 25, 2020 of the City Commission to order at 6:30 p.m. in the Commission Chambers of the Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida 32708). Roll Call: Mayor Charles Lacey, present Deputy Mayor Ted Johnson, present Commissioner Matt Benton, present Commissioner Kevin Cannon, present Commissioner TiAnna Hale, present via telephone Commissioner Rob Elliott, present City Manager Shawn Boyle, present City Attorney Anthony A. Garganese, present City Clerk Christian Gowan, present Monsignor John Bluett offered the invocation. The agenda was adopted without changes. Commissioner Cannon noted that he would like to pull Item 300 for discussion. AWARDS AND PRESENTATIONS 100) Current Projects Update Presentation Mr. Rob Nicholas, Veolia addressed common questions being asked by residents 1. Why are repairs needed and what is being done? a. Mr. Nicholas noted the age of the plant, fifty (50) years old, and a number of issues which had been discovered once work began. Among these issues was sand, broken aeration piping due to rags and other debris, and rusted/broken parts. Mr. Nicholas explained the plant had to be taken offline, drained, and cleared to start making necessary repairs. Mr. Nicholas then detailed the repairs being made, including the installation of 56 air headers which would be installed the next day. 2. Why unexpected problems, odors, & issues a. Mr. Nicholas noted that many issues arise when items that should not be flushed end up in the plant and create a “fatberg” which creates blockages. To deal with this specific issue, Mr. Nicholas noted the installation of new screen filters which would be ready to go once the 14 C I T Y C O M M I S S I O N M I N U T E S | R E G U L A R M E E T I N G | M O N D A Y , J A N U A R Y 2 5 , 2 0 2 1 | P A G E 3 O F 11 plant was back online. Other issues which were discussed were air line failures and dying bacteria. Mr. Nicholas stressed how rare an air line failure is and also noted the use of a diver in the plant, also rarely done, to further address issues. 3. What is the repair schedule? a. Referencing a timeline in the presentation, Mr. Nicholas explained that the current work at the West Plant would be finished and then staff would meet and reevaluate next steps to avoid a reoccurrence in future work. 4. What is causing the smell and when will it stop? a. Mr. Nicholas distinguished between normal wastewater treatment plant odors, impacted by time of day, humidity, wind, and operations, and construction related odors, described as those coming from or caused by the reject pond, dewatering, and the die-off of bacteria. Continuing, Mr. Nicholas noted that the East Wastewater Treatment Plant experienced similar issues about a year ago which was addressed, and further noted that odor monitoring technology was being brought in to help determine next steps. 5. Why is reclaimed water off? a. Mr. Nicholas explained that reuse water could only be provided when it meets a certain standard for turbidity and currently, although close, the water from the plant was not at that standard. A photograph was shown of water from the plant and Mr. Nicholas expressed hope that the reuse water would be back on in the next day or two. 6. When will new plants be built? a. Mr. Nicholas noted that the master plan was already completed, priority repairs were currently underway to allow the facilities to be operational through the construction of new plants. Continuing, he explained that a facilities plan must be completed, an engineer must be hired and complete a rate study, public hearing requirements must be met, and then design and going after state financing would follow before moving to the first phase of construction. Mr. Nicholas expressed hope that state financing could be pursued and secured by the start of next year. Ms. Donna Kittell, 508 Osprey Lane, Winter Springs was invited to speak as a representative of her Homeowners Association. Ms. Kittell asked about the restoration of the ecosystem, shared concerns about any residual material in the reclaimed water once it was turned back on, the odor, Veolia’s environmental record, and impacts on property value. Ms. Kittell then asked how the community could assist the City to ensure this doesn’t reoccur. 15 C I T Y C O M M I S S I O N M I N U T E S | R E G U L A R M E E T I N G | M O N D A Y , J A N U A R Y 2 5 , 2 0 2 1 | P A G E 4 O F 11 Mr. Nicholas responded that the state would issue approvals to resume the provision of reclaimed once the water was at the proper levels and that a flushing plan would be required. Mr. Nicholas also reiterated the utilization of odor monitoring technology and commented that the plant was recovering, treating water, and odor levels should return to normal within a short time. Ms. Kittell shared further concerns about the source of the lingering odor, inconsistent delivery of notice letters, and expressed interest in seeing any report produced by Florida Department of Environmental Protection. Manager Boyle commented that he believed the odor was generally dissipating but that odors may be stronger at times due to more frequent use of the belt press. Manager Boyle then went on to address some of the questions and concerns brought up. Manager Boyle noted that there is still a wildlife presence on the property, shared that he was working with FDEP and the landowner and hoped to have a solution to present in February. It was also mentioned that the landowner was not in favor of the public continuing to access the property. Discussion followed on new odor control technologies, acting quickly and safely, and expediting processes to address resident concerns and any possible future issues. Regarding the restoration of fish and following conversations with the landowner, Manager Boyle conveyed that this was not the landowner’s priority. Discussion followed on the process that had to be followed. Mr. Nicholas commented that the process is standardized and noted that the expedited hiring of an engineer and completion of a facilities plan would speed up the process. Manager Boyle addressed concerns expressed about Veolia building a plant, noting that Veolia does not build plants, they only operate the plants. Continuing, he noted that an open bid process was currently out on the street and that responses would come before the Commission. Addressing questions about the timeline for resuming operations of the plant and stopping future discharges, Mr. Petrie and Mr. Nicholas explained that aerators would be installed the next day and it would then take two to three (2-3) weeks to have the plant resume operations due to the biological processes. Mr. Nicholas also explained that the line that was part of the discharge had been plugged to prevent a similar situation. Manager Boyle committed to sharing all reports and information received from FDEP in a timely matter with the Commission and residents. 16 C I T Y C O M M I S S I O N M I N U T E S | R E G U L A R M E E T I N G | M O N D A Y , J A N U A R Y 2 5 , 2 0 2 1 | P A G E 5 O F 11 PUBLIC INPUT Mr. Chandrasheykar Ayyalaraju, 617 Contravest Lane, Winter Springs announced the Health for Humanity Yogathon happening January 16-31, 2021, explained the history of the event, thanked the Mayor for issuing a proclamation, and encouraged community members to participate in the Yogathon. Mr. Andrew Koberlein, 643 Nighthawk Circle, Winter Springs asked when formal documentation detailing what was in the discharged water would be available and asked if the overflow event was an accident or malfeasance. Ms. Carol Seibert, 640 Nighthawk Circle, Winter Springs shared concerns about yards dying and asked if the City would be providing a refund of any kind to those who have to use potable water while reclaimed water is unavailable. Ms. Juanita Blumberg, 141 Bear Springs Boulevard, Winter Springs noted she has not had problems with her well water, asked who was responsible for plant maintenance, and wondered how the plants were allowed to get to their current state. Manager Boyle reaffirmed that the City nor Veolia ever intended for the water in question to leave the plant and confirmed that the discharge to the private pond was accidental, occurring due to a bypass. Addressing other questions that had come up, Manager Boyle noted the Florida Department of Environmental Protection is working with the City to determine what was in the water and that any report would be available once it was received by the City. Trace ammonia and chlorine were known to be detected, but Manager Boyle said a final report would be issued and would detail what was in the water and what levels were present. Regarding the plants, Manager Boyle explained that the City owns the facilities and Veolia is the contractor that operates the plant. CONSENT AGENDA 300) Authorization to enter Electric Vehicle Site Host Agreement with Duke Energy FL and Park & Plug Program. Cover Page Park and Plug Site Host Agreement Commissioner Cannon shared concerns about the absence of listed sites on the contract. Mr. Christopher Schmidt, Director, Community Development Department noted that City Hall, the newer Town Center Parking Lot, and Central Winds Park near the 17 C I T Y C O M M I S S I O N M I N U T E S | R E G U L A R M E E T I N G | M O N D A Y , J A N U A R Y 2 5 , 2 0 2 1 | P A G E 6 O F 11 new trailhead were the sites being considered. Continuing, Mr. Schmidt noted that Duke Energy still needed to assess the feasibility of these proposed sites. Further discussion followed on the proposed sites, concerns of usage potential, the requirement that charging stations be placed on City-owned property, the incorporation of charging station installation for new construction, and engaging businesses to install charging stations in other locations. In response to questions about costs to the City, Mr. Schmidt noted that installation was covered by Duke and that the City was only charged for the electricity used. 301) Purchase of Five (5) Ford F150 Trucks Funded by the CARES Act. Cover Page COWS Declaration of Civil Emergency COWS EO 2020-01 Enforcement of COVID19 County EO 2020-06 PO 21-339 Prestige Ford Duval Ford Response to Available Trucks Peacock Ford was non-Responsive to Request No discussion. 302) Purchase of new infrastructure server appliances and backup system funded by the CARES Act Cover Page No discussion. 303) Minutes of the Monday, January 11, 2020 City Commission Regular Meeting Minutes No discussion. "MOTION TO ACCEPT CONSENT AGENDA." MOTION BY COMMISSIONER CANNON. SECONDED BY DEPUTY MAYOR JOHNSON. DISCUSSION. VOTE: DEPUTY MAYOR JOHNSON: AYE COMMISSIONER CANNON: AYE COMMISSIONER HALE: AYE COMMISSIONER ELLIOTT: AYE COMMISSIONER BENTON: AYE MOTION CARRIED. 18 C I T Y C O M M I S S I O N M I N U T E S | R E G U L A R M E E T I N G | M O N D A Y , J A N U A R Y 2 5 , 2 0 2 1 | P A G E 7 O F 11 PUBLIC HEARINGS AGENDA 400) Creation of Little Lake Howell (Lake Tuskawilla) Municipal Service Benefit Unit (MSBU) Cover Page Ordinance 2021-01 Little Lake Howell MSBU Interlocal w Winter Springs-Lake Howell-Tuskawilla Lake-Draft LLH Mailed Notice 12-31 Final LLH Published Notice Attorney Garganese confirmed that the Interlocal Agreement could be approved separately from the ordinance. Attorney Garganese read Ordinance 2021-01 by title only. Ms. Maria Sonksen, Director, Finance Department was available for questions. Mayor Lacey opened the Public Hearing for Item 400. No one spoke. Mayor Lacey closed the Public Hearing for Item 400. "MOTION TO APPROVE ORDNINACE 2021-01 ON FIRST READING." MOTION BY COMMISSIONER CANNON. SECONDED BY DEPUTY MAYOR JOHNSON. DISCUSSION. VOTE: COMMISSIONER CANNON: AYE COMMISSIONER BENTON: AYE DEPUTY MAYOR JOHNSON: AYE COMMISSIONER ELLIOTT: AYE COMMISSIONER HALE: AYE MOTION CARRIED. "MOTION TO APPROVE THE INTERLOCAL AGREEMENT." MOTION BY COMMISSIONER CANNON. SECONDED BY COMMISSIONER BENTON. DISCUSSION. VOTE: COMMISSIONER ELLIOTT: AYE COMMISSIONER HALE: AYE 19 C I T Y C O M M I S S I O N M I N U T E S | R E G U L A R M E E T I N G | M O N D A Y , J A N U A R Y 2 5 , 2 0 2 1 | P A G E 8 O F 11 COMMISSIONER BENTON: AYE COMMISSIONER CANNON: AYE DEPUTY MAYOR JOHNSON: AYE MOTION CARRIED. REGULAR AGENDA 500) Non-Binding Preliminary Review for Hickory Grove. Cover Page 01 -Cover and Application 02-ALTANSPS Land Title Survey 04 -Building Elevations 03 -2020.12.03 WSTC CONCEPT SITE PLAN 05-School Impact Analysis Hickory Grove Presentation Mr. Christopher Schmidt, Director, Community Development Department briefly reviewed the site and informed the Commission that no action was required on the item. Mr. Dwight Saathoff and Mr. Jose Chaves were introduced to present their proposed project. Mr. Saathoff presented the proposed Hickory Grove Neighborhood, and noted he would welcome input to be considered as plans continue to progress. Mr. Saathoff then reviewed the project site, known commonly as the Blumberg site, and reviewed the history of acquisitions and easements provided by the Blumbergs, land use designations, and the history of the Town Center. Mr. Saathoff presented the proposed site plan, traffic analysis, and school capacity and noted that he envisioned a timeline of two to three years for completion. Mayor Lacey asked if Mr. Saathoff was aware of the Arbor Ordinance and potential fees that would be incurred. Mr. Saathoff confirmed he was aware of the ordinance, mentioned an estimated fourteen (14) specimen trees on the property, and noted his effort in previous projects to preserve and work around trees. 501) Appointment Opportunities for City Boards and Committees Cover Page "MOTION TO APPOINT BRIAN K. MASHBURN TO BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE." MOTION BY COMMISSIONER BENTON. SECONDED BY DEPUTY MAYOR JOHNSON. DISCUSSION. 20 C I T Y C O M M I S S I O N M I N U T E S | R E G U L A R M E E T I N G | M O N D A Y , J A N U A R Y 2 5 , 2 0 2 1 | P A G E 9 O F 11 VOTE: COMMISSIONER ELLIOTT: AYE COMMISSIONER CANNON: AYE COMMISSIONER HALE: AYE DEPUTY MAYOR JOHNSON: AYE COMMISSIONER BENTON: AYE MOTION CARRIED. "MOTION TO REAPPOINT LORETTA AMES TO THE BICYCLE AND PEDESTRIAN ADVISORY COMMITTEE." MOTION BY COMMISSIONER ELLIOTT. SECONDED BY COMMISSIONER CANNON. DISCUSSION. VOTE: COMMISSIONER HALE: AYE DEPUTY MAYOR JOHNSON: AYE COMMISSIOENR ELLIOTT: AYE COMMISSIONER CANNON: AYE COMMISSIONER BENTON: AYE MOTION CARRIED. "MOTION TO ACCEPT MEGHAN GEIST TO THE YOUTH COUNCIL." MOTION BY COMMISSIONER HALE. SECONDED BY DEPUTY MAYOR JOHNSON. DISCUSSION. VOTE: DEPUTY MAYOR JOHNSON: AYE COMMISSIOENR HALE: AYE COMMISSIONER CANNON: AYE COMMISSIONER ELLIOTT: AYE COMMISSIONER BENTON: AYE MOTION CARRIED. REPORTS 600) City Manager Shawn Boyle Apologized for a lack of communication and pledged to get better Introduced Mr. Dale Smith, the new professional engineer serving as Public Works and Utilities Director. Noted efforts under way to reorganize city departments and operations over the next thirty to sixty days and asked for patience as this occurred. Manager Boyle confirmed that changes would be communicated to the Commission. 21 C I T Y C O M M I S S I O N M I N U T E S | R E G U L A R M E E T I N G | M O N D A Y , J A N U A R Y 2 5 , 2 0 2 1 | P A G E 10 O F 11 601) City Attorney Anthony A. Garganese No report 602) City Clerk Christian Gowan No report 603) Seat Four Commissioner TiAnna Hale No report 604) Seat Five Commissioner Rob Elliott Suggested the City Clerk reach out to all faith organizations in Winter Springs inviting them to offer the Invocation. “MOTION TO EXTEND THE MEETING THROUGH THE SECOND PUBLIC INPUT.” MOTION BY COMMISSIONER BENTON. SECONDED BY COMMISSIONER CANNON. DISCUSSION. MOTION PASSED WITH UNANIMOUS CONSENT. Invited Mr. Christopher Caudle to speak on the Community Work Day initiative. o Mr. Christopher Caudle, 5439 Albert Drive, Winter Park of New Covenant Anglican Church spoke about efforts to reach out to fifteen (15) churches to gauge interest in organizing people to help neighbors. Mr. Caudle noted that many are struggling due to the pandemic and hoped the City could connect those in need with those willing to assist. 605) Mayor Charles Lacey No report 606) Seat One Commissioner Matt Benton Asked for an update on the review of the Comprehensive Plan. o Mr. Schmidt noted that staff recently finished working with the East Central Florida Regional Planning Council and that the City Attorney’s Office was now reviewing proposed changes. Mr. Schmidt said that proposed changes would be brought to the Commission in the next thirty to sixty days. 22 C I T Y C O M M I S S I O N M I N U T E S | R E G U L A R M E E T I N G | M O N D A Y , J A N U A R Y 2 5 , 2 0 2 1 | P A G E 11 O F 11 607) Seat Two Commissioner Kevin Cannon Let Commission know that will be attending February 8-9 groundbreaking ceremony in Apopka to have discussions with the St. Johns River Water Management District. Continuing, he noted a pilot program to utilize smart irrigation meters and asked consent to explore that possibility more as it could be beneficial to the City. Thanked everyone involved in remedying issues with the Wastewater Treatment Plant and encouraged expedited solutions whenever possible. Commissioner Cannon noted that he believed there was no advantage to moving slowly. Encouraged the use of email to communicate important information to residents and, if possible, a Reverse 911 line. 608) Deputy Mayor/Seat Three Commissioner Ted Johnson Noted going to see the progress being made at Ranchlands Park and commented on the great work done by Parks and Recreation and Public Works staff. PUBLIC INPUT Mr. Kenneth Spalthoff, 331 Wooded Vine Drive, Winter Springs shared positive comments about the City being made on social media. ADJOURNMENT Mayor Charles Lacey adjourned the meeting at 8:48 P.M. RESPECTFULLY SUBMITTED: ____________________________________ CHRISTIAN GOWAN CITY CLERK APPROVED: ____________________________________ MAYOR CHARLES LACEY NOTE: These Minutes were approved at the _________________, 2021 City Commission Regular Meeting. 23 1 Christian Gowan From:Chandrasekhar Ayyalaraju <ayyalaraj@gmail.com> Sent:Wednesday, January 20, 2021 12:16 PM To:_City Clerk Department Subject:[BULK] Public Input for City Commission Meeting - 01/25/2021 Attachments:HSS_Civic Engagement_COVID19_Infographic_Partly Image.pdf; HSS COVID Letter.pdf; Mayor_Readout.pdf Importance:Low EXTERNAL EMAIL: [Caution: Do not click on links or open any attachments unless you trust the sender and know the content is safe.] Hi, My name is Chandrasekhar Ayyalaraju and I am a resident of Winter Springs. I would like to add this to the agenda as Public Input for the upcoming commission meeting on 25th Jan, 2021. Please find my written comment on that and would appreciate it if you can provide a couple of minutes to talk during the meeting. Please find some attachments also for reference and readout to the Mayor/Commission members after our presentation. Name: Chandrasekhar Ayyalaraju Address: 617 Contravest Ln, Winter Springs, FL 32708 Phone Number: 901-338-6035 Agenda Item: Health for Humanity Yogathon 2021 Hindu Swayamsevak Sangh USA (HSS) announces the Fifteenth annual "Health for Humanity Yogathon" or "Surya Namaskar Yajna". The 16-day event aims to create awareness about Yoga and its advantages in achieving a healthy body, mind, and spirit. Surya Namaskar integrates simple Yoga postures in 10-steps that, along with easy breathing technique, can provide immense health benefits to both the body and the mind. HSS initiated this health awareness project in 2006. Since its inception, participants from 40 states actively took part via various Yoga Centers, community organizations, schools and colleges regardless of individual faiths and beliefs, have participated and collectively performed over 4 million Surya Namaskars. Community leaders and many elected officials across the nation have appreciated this initiative and encouraged their residents to participate and gain the benefits of an overall healthy lifestyle. This year, as pandemic is affecting our lives in big way, keeping our health, body and mind in balance is very much required to overcome stress coming in families. HSS invites community groups, Yoga centers, students, and individuals to learn and participate in Health for Humanity Yogathon. This program is open to people of all ages, gender, and races. 24 HSS, the nation’s largest Hindu-American organization, conducts a values education program for Hindu- Americans of all ages through its 220 branches nationwide. For more information, visit www.hssus.org Orlando, FL -Provided lunch to first responders for Oviedo Police Department -Served lunch to Casselberry Police Department -3000 meals has been served to first responders in association with Indian American Business Association of Orlando -Donated 500 masks to pharmacists and 50 masks to senior citizens -Provided 100 PPE (Personal Protection Equipment) to Oviedo Mayor to distribute to Para-medical staff and first responders -Donated 12,000 masks to first responders in association with IABA 25 Hindu Swayamsevak Sangh USA Inc. An IRS Section 501(c)(3) Tax-Exempt Charitable Organization 121 Hawthorne Court, Rockaway, NJ 07866 ▪ Tele/Fax: (973) 860-2HSS ▪ Email: vyavastha@hssus.org www.hssus.org 10th August, 2020 Mr. Charles Lacey Mayor, Winter Springs, FL Dear Mr. Mayor, I am writing on behalf of Hindu Swayamsevak Sangh USA, Inc. (“HSS” or the Hindu Service Society), a 501(c) (3) tax-exempt charitable organization. HSS promotes self-discipline, self-confidence, and a spirit of selfless service for humanity through its structured values-based education program for Hindu children and adults. Currently, HSS operates 220 chapters in 32 states nationwide, including 8 branches in FL. Our local branch is happening at Chinmaya Mission, Casselberry. Since the middle of March, the entire world, including the United States, has faced the unprecedented challenge of COVID-19. With locally declared emergencies, all businesses and activities were grounded. Our members consider this challenging time as a time to offer services and help in the surrounding community and for first responders and healthcare professionals. HSS trains its volunteers to conduct regular social service projects in their cities and counties. This training came in handy, and in no time, all our volunteers planned activities that could be carried out while observing the new norms of social distancing and other CDC-suggested practices. Our volunteers in various communities worked in groups to feed needy and homeless people, support senior citizens, supply groceries to the needy, make PPEs, provide meals and PPE to first responders, and did fundraising for food pantries and local relief organizations. They also collaborated with and brought together several other organizations to multiply these efforts and help. We are humbled and grateful that we could help our neighborhoods and needy people in the community. We are enclosing a one-page report with this communication that includes our organizational efforts across the nation and our local contribution in COVID-19 relief. We will be ready to help our community for any similar future situation. Please let us know if there is any need. Please contact us if you have questions or would like to have an in-person meeting either in your office or via online conference systems such as Zoom or Google Meet. Sincerely yours, Hindu Swayamsevak Sangh USA, Inc. Chandrasekhar Ayyalaraju, Regional Co-Director 26 1 Christian Gowan From:Martin, Richard <richard.j.martin@siemens.com> Sent:Saturday, January 23, 2021 8:29 AM To:_City Clerk Department Cc:richard.j.martin@siemens-energy.com Subject:Public Input for Winter Springs City Commission Regular Meeting on 1/25/2021 EXTERNAL EMAIL: [Caution: Do not click on links or open any attachments unless you trust the sender and know the content is safe.] Dear Winter Springs City Commission, I respectfully ask that you review the recent events from the sewage/treated water excursion from Waste Water Treatment Plant 1 (WWTP1). Specifically: 1. Was it sewage or some form of treated water that was discharged into the lake near WWTP1? 2. If the discharge was treated, was it treated to the level suitable for the reclaimed water system and percolation ponds or to some lesser level? 3. It seems that still a lot of smell is emanating from WWTP1, when is that expected to subside? 4. I live in the Highlands subdivision. The water being discharged to the percolation pond there is extremely foul smelling. This is unusual. Why does it smell so bad? Is this water not treated to the same level as what is typically discharged to the percolation ponds? 5. Is the water discharged to the Highlands percolation ponds outside of the limits that is typically discharged? If so, what Are the effects on the pond and aquifer? What is the remedial plan if required. Richard Martin 627 Ryan Ct. Winter Springs, FL 32708 321 230 4155 27 1 Christian Gowan From:Dmkny54 <dmkny54@aol.com> Sent:Sunday, January 24, 2021 12:59 PM To:_City Clerk Department Subject:re: questions to address in the commissioners meetings EXTERNAL EMAIL: [Caution: Do not click on links or open any attachments unless you trust the sender and know the content is safe.] No To the Commissioners, My name is Donna Kittell. I live at 508 Osprey Lane, Greenspointe HOA, in the Highlands. I am a HOA board member for Greenspointe. I will be attending the meeting on Monday. My concerns are: 1) We have a pervasive, offensive odor in our neighborhoods, homes, and vehicles since the dumping of 15000 gallons of limited treated sewage water in Lake Audubon in the Highlands on December 31,2020. This resulted in a fish kill. There were complaints made by multiple neighbors from November into December to the departments in the Winter Springs government . This dumping of excess limited treated sewage water has adversely affected the ecosystem as evidenced by the decrease in bird, reptile and mammal populations. The insect population are also potentially impacted. It has also affected our property values. Please provide the timeline and details on how these issues will be addressed specifically the management of the odor, revitalization of the ecosystem, as well as compensation of home owners for fees resulting from usage of potable water in irrigation. In addition to this, please provide information on how homeowners as stakeholders will be involved and kept informed of this process including the choice of contractors. 2) When will our irrigation system be reconnected? We have been without irrigation for several weeks. We have been using potable water instead of reclaimed water which is a waste of fresh water and costly to the residents. We realize that this is a result of the cleaning of the water treatment plant. However, we were not notified by mail or public message boards, and are entitled as taxpayers to be aware of the timeline for these services. When will we be compensated for water costs as a result of this disconnect? 3) Why did the commissioners hire a water treatment company that has a poor environmental record? This company was an integral part of the water disaster in Flint Michigan and the company failed miserably. How can we as stakeholders have confidence in this company's ability to address the effects of their water treatment process. 4) Why were the water treatment plants on the West side of Winter Springs upgraded and updated in 2010 but not the plant on the east side. It took ten years for the east water treatment plant to receive only a cleaning not an upgrade or update. Please inform us of the current facts on this issue. The eastside residents pay the same taxes for services from Winter Springs as residents on the west side? I expect the Council to respond to my questions at the Commissioner's meeting on January 25, 2021. Thank you for your attention in this matter. Sincerely, Donna Kittell 508 Osprey Lane Greenspoint HOA 28 1 Christian Gowan From:Dmkny54 <dmkny54@aol.com> Sent:Monday, January 25, 2021 1:54 PM To:_City Clerk Department Subject:Re: correction on questions for tonite's meeting. EXTERNAL EMAIL: [Caution: Do not click on links or open any attachments unless you trust the sender and know the content is safe.] On question number four I mistakenly reversed my East for my West directions on the water treatment plants. The question should read as follows: 4)why were the water treatment plants on the east side of Winter Springs upgraded and updated in 2010 but not the plant on the west side? It took 10 years for the west water treatment plant to receive only a cleaning not an upgrade or update. Please inform us of the current facts on this issue.The west side residents pay the same taxes for services from Winter Springs as residents on the east side! Thank you for correcting this before the meeting. Donna Kittell 508 Osprey Lane Greenspointe HOA 29 1 Christian Gowan From:Bernie Brown <happyheartsranch@gmail.com> Sent:Sunday, January 24, 2021 2:06 PM To:_City Clerk Department Subject:Questions for commission meeting EXTERNAL EMAIL: [Caution: Do not click on links or open any attachments unless you trust the sender and know the content is safe.] I live at 510 Spoonbill Court and I will be at the meeting on Monday. #1 When will the city release the water analysis report by the Environmental Protection Agency of the water sample taken from the lake? #2 I was told by Mike Maximenko that the City Manager is ultimately responsible for water treatment project. Please confirm that Shawn Boyle is in charge. #3 I was also told by Mr. Maximenko that this project has been subcontracted to the Veolia Company. This is the same company that settled a 22.8 million dollar lawsuit in 2019 with the city of Plymouth for its part in the sewage main breaks. How and by whom was this decision made? Thank you. Bernice Muroski-Brown "It's not about you"....The Purpose Driven Life by Rick Warren Sent from my mobile device 30 31 1 Christian Gowan From:Eva Marie Everson <pennhnd@aol.com> Sent:Sunday, January 24, 2021 2:51 PM To:_City Clerk Department Subject:Question for the Monday Night meeting EXTERNAL EMAIL: [Caution: Do not click on links or open any attachments unless you trust the sender and know the content is safe.] Hello! I am from Greenspointe and live in front of the pond. What can we do as a community to assure this fish kill never happens again? How can we work together to assure healthy water, etc? Eva Marie Everson 504 Spoonbill Court 32 1 Christian Gowan From:Jackie Stemmler <jackiestemmler@yahoo.com> Sent:Sunday, January 24, 2021 2:57 PM To:_City Clerk Department Subject:Monday meeting EXTERNAL EMAIL: [Caution: Do not click on links or open any attachments unless you trust the sender and know the content is safe.] How will the lake be replenished with the fish that were killed? Our environment should be put back to its pre-loss condition prior to this mess. Jackie stemmler 634 nighthawk circle Sent from my iPhone 33 1 Christian Gowan From:Jackie Stemmler <jackiestemmler@yahoo.com> Sent:Sunday, January 24, 2021 2:43 PM To:_City Clerk Department Subject:Monday meeting EXTERNAL EMAIL: [Caution: Do not click on links or open any attachments unless you trust the sender and know the content is safe.] How are the residents going to be reimbursed for the water we are not able to use? Jackie stemmler 634 nighthawk circle Sent from my iPhone 34 1 Christian Gowan From:Sheri Stearns <shootinsheri986@gmail.com> Sent:Monday, January 25, 2021 11:39 AM To:_City Clerk Department Subject:Lake Audubon restoration EXTERNAL EMAIL: [Caution: Do not click on links or open any attachments unless you trust the sender and know the content is safe.] To Whom It May Concern, We in the Greenspointe community located in The Highlands neighborhood in Winter Springs are deeply concerned about the foul odors and toxins in our air since the recent fish kill at Lake Audubon on the former W.S. golf course. We are worried about the lasting effects of the reclaimed water leaching into the ground and causing problems for years to come, if not forever. The stench in our neighborhood is so strong at times that many residents including myself have become sick from it. Most of the beautiful birds in Greenspointe are no longer here. We would like to know exactly what is being done to restore Lake Audubon, and what is being done to prevent this from ever happening again. Thank you, Sheri Stearns, Pres, Greenspointe HOA 659 Nighthawk Cir, Winter Springs, Fl 407-592-0751 35 PUBLIC HEARINGS AGENDA ITEM 400 CITY COMMISSION AGENDA | FEBRUARY 8, 2021 REGULAR MEETING TITLE Second Reading of Ordinance 2021-01 Creation of the Little Lake Howell/Lake Tuskawilla Management Municipal Service Benefit Unit (MSBU) SUMMARY On October 12, 2020 Staff presented to the Commission for consideration, a Letter of Preliminary Support for the Creation of Little Lake Howell (Tuskawilla Lake) Management Municipal Service Benefit Unit (MSBU), Consent Agenda Item 301. On January 25, 2021 Staff presented and the Commission approved the interlocal agreement with Seminole County. The purpose of this Agreement is to establish the terms and conditions for lake management on Little Lake Howell for the special benefit of properties fronting on Little Lake Howell and those properties with right of use of a property fronting on Little Lake Howell. In addition, the Commission approved the first reading of Ordinance 2021-01, Public Hearings Agenda Item 400. The final step to complete the process of establishing the MSBU is for the City Commission to approve the Ordinance 2021-01 upon second reading. This MSBU is created and established by Seminole County, for the purpose of providing lake management services to the lake within the unit; providing identification of the property within the City of Winter Springs. RECOMMENDATION Staff requests the City Commission conduct a Second & Final Reading of Ordinance 2021-01creating a new Article V, Division 1 of Chapter 18, taxation, of the city code; authorizing the inclusion of certain property located within the city in the Little Lake Howell/Tuskawilla Lake Management Municipal Service Benefit Unit (MSBU). 36 City of Winter Springs Ordinance No. 2021-01 Page 1 of 5 ORDINANCE NO. 2021-01 AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS, FLORIDA; CREATING A NEW ARTICLE V, DIVISION 1 OF CHAPTER 18, TAXATION, OF THE CITY CODE; AUTHORIZING THE INCLUSION OF CERTAIN PROPERTY LOCATED WITHIN THE CITY IN THE LITTLE LAKE HOWELL/TUSKAWILLA LAKE MANAGEMENT MUNICIPAL SERVICE BENEFIT UNIT CREATED AND ESTABLISHED BY SEMINOLE COUNTY, FLORIDA, FOR THE PURPOSE OF PROVIDING LAKE MANAGEMENT SERVICES TO THE LAKE WITHIN THE UNIT; PROVIDING IDENTIFICATION OF PROPERTY WITHIN THE CITY OF WINTER SPRINGS AUTHORIZED FOR INCLUSION IN SAID UNIT; PROVIDING FOR THE REPEAL OF PRIOR INCONSISTENT ORDINANCES AND RESOLUTIONS; INCORPORATION INTO THE CODE; SEVERABILITY AND AN EFFECTIVE DATE. WHEREAS, the City is granted the authority, under Section 2(b), Article VIII, of the State Constitution, to exercise any power for municipal purposes, except when expressly prohibited by law; and WHEREAS, the City Commission of the City of Winter Springs, Florida, has entered into the Little Lake Howell/Tuskawilla Lake Interlocal Agreement with Seminole County, Florida, whereby the City has agreed to authorize inclusion of certain lands lying in the City of Winter Springs in a Municipal Service Benefit Unit (“MSBU”) to be created and established by Seminole County to provide for the control of aquatic vegetation in Little Lake Howell; and WHEREAS, the Board of County Commissioners of Seminole County, Florida, has the authority to establish a Municipal Service Benefit Unit (“MSBU”) pursuant to Section 125.01(1)(q), Florida Statutes, and other controlling law; and WHEREAS, pursuant to Section 125.01(1)(q), Florida Statutes, the County is required to obtain the City Commission’s consent, by Ordinance, to operate a County MSBU within the incorporated area of a municipality, and this Ordinance, and the above-referenced Interlocal Agreement, are in furtherance of satisfying this statutory requirement; and WHEREAS, there are Little Lake Howell waterfront properties located within the City of Winter Springs and unincorporated Seminole County that will benefit from lake management services and improvements to the lake; and WHEREAS, pursuant to Chapter 163, Florida Statutes, local governments are encouraged to cooperate on the basis of mutual advantage to provide services that will influence the needs of local communities; and WHEREAS, the City Commission of the City of Winter Springs enacts this Ordinance to 37 City of Winter Springs Ordinance No. 2021-01 Page 2 of 5 ensure that the high quality of life available to citizens of the City and the County is protected and maintained; and WHEREAS, the City Commission of the City of Winter Springs finds that it is appropriate and furthers the public good to provide authorization for Seminole County to assess and collect through a uniform method the lake management cost share allocation from Little Lake Howell waterfront parcels within the City limits; and WHEREAS, the City Commission of the City of Winter Springs, Florida, hereby finds this Ordinance to be in the best interests of the public health, safety, and welfare of the citizens of Winter Springs; and NOW, THEREFORE, BE IT ORDAINED BY THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA, AS FOLLOWS: Section 1. Recitals. The foregoing recitals are hereby fully incorporated herein by this reference as legislative findings and the intent and purpose of the City Commission of the City of Winter Springs. Section 2. Code Amendment. Chapter 18 Taxation is hereby amended to add a new Article V, Division 1 as follows: (underlined type indicates additions to the City Code and strikeout type indicates deletions, while asterisks (* * *) indicate a deletion from this Ordinance of text existing in Chapter 18. It is intended that the text in Chapter 18 denoted by the asterisks and set forth in this Ordinance shall remain unchanged from the language existing prior to adoption of this Ordinance): CHAPTER 18 – TAXATION * * * ARTICLE V. – MUNICIPAL SERVICE BENEFIT UNITS DIVISION 1. – LITTLE LAKE HOWELL MUNICIPAL SERVICE BENEFIT UNIT Sec. 18-220. – Approval of Inclusion of Certain Properties in Little Lake Howell MSBU. Pursuant to Ordinance No. 2021-01 (“Ordinance”), the City Commission of the City of Winter Springs, Florida, hereby approves and authorizes the inclusion of Little Lake Howell waterfront parcels within the City limits into Seminole County’s Little Lake Howell/Tuskawilla Lake Management Municipal Service Benefit Unit (“Little Lake Howell MSBU”) boundaries, said properties more fully described as set forth in Exhibit “A” of the Ordinance. [Exhibit “A” not codified]. The City Commission further authorizes Seminole County to levy the Little Lake Howell MSBU non-ad valorem assessments, as deemed appropriate through the Little Lake Howell MSBU process, and to collect the non-ad valorem assessments according to the uniform method beginning with Tax Year 2021. Sec. 18-221. - Term. This Division shall remain in full effect until otherwise repealed by ordinance adopted by the City Commission. Notice of the proposed repeal of this Division shall be provided in writing to Seminole County in accordance with the provisions of the Interlocal 38 City of Winter Springs Ordinance No. 2021-01 Page 3 of 5 Agreement for Lake Management of Little Lake Howell/Tuskawilla Lake. Any repeal of this Division shall not be effective until satisfaction or completion of the assessment commitment period associated with financed expenses and expenses incurred or under contract prior to the notice of the intent to terminate or repeal this Division is delivered to Seminole County. Section 3. Repeal of Prior Inconsistent Ordinances and Resolutions. All prior inconsistent ordinances and resolutions adopted by the City Commission, or parts or ordinances and resolutions in conflict herewith, are hereby repealed to the extent of the conflict. Section 4. Incorporation into Code. This Ordinance shall be incorporated into the Winter Springs City Code and any section or paragraph, number or letter, and any heading may be changed or modified as necessary to effectuate the foregoing. Grammatical, typographical, and like errors may be corrected and additions, alterations, and omissions, not affecting the construction or meaning of this ordinance and the City Code may be freely made. Section 5. Severability. If any section, subsection, sentence, clause, phrase, word, or provision of this ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, whether for substantive, procedural, or any other reason, such portion shall be deemed a separate, distinct and independent provision, and such holding shall not affect the validity of the remaining portions of this ordinance. Section 6. Effective Date. This Ordinance shall become effective upon adoption by the City Commission of the City of Winter Springs, Florida, and pursuant to City Charter. ADOPTED by the City Commission of the City of Winter Springs, Florida, in a regular meeting assembled on the _____ day of February, 2021. Charles Lacey, Mayor ATTEST: Christian Gowan, City Clerk APPROVED AS TO LEGAL FORM AND SUFFICIENCY FOR THE CITY OF WINTER SPRINGS ONLY: _________________________________ 39 City of Winter Springs Ordinance No. 2021-01 Page 4 of 5 Anthony A. Garganese, City Attorney Legal Ad: _______________ First Reading: Second Reading: 40 City of Winter Springs Ordinance No. 2021-01 Page 5 of 5 EXHIBIT A Property within the City of Winter Springs for Inclusion in the Little Lake Howell MSBU Tax Parcel ID Address Current Property Owner 12-21-30-5DV-0000-001A 901 Tuskawilla Trail VanArsdale 12-21-30-5DV-0000-0010 911 Tuskawilla Trail Campbell 12-21-30-5DV-0000-0020 921 Tuskawilla Trail Bear 12-21-30-5DV-0000-0030 931 Tuskawilla Trail Hoskins 12-21-30-5DV-0000-0040 941 Tuskawilla Trail Garcia 12-21-30-5DV-0000-0050 951 Tuskawilla Trail Sheehan 12-21-30-5DV-0000-0060 961 Tuskawilla Trail Pigman 12-21-30-507-0000-0010 971 Tuskawilla Trail Bracco 41 PUBLIC HEARINGS AGENDA ITEM 401 CITY COMMISSION AGENDA | FEBRUARY 8, 2021 REGULAR MEETING TITLE Winter Springs Marketplace - Aesthetic Plan Review (Partial), certain Waivers, Final Engineering Review, Removal of Specimen Trees, and Development Agreement. SUMMARY The Community Development Department requests that the City Commission hold a Public Hearing to consider the Aesthetic Plan Review (Partial), certain Waivers, Final Engineering Plans, Removal of Specimen Trees, and Development Agreement in order to construct a grocery store, retail uses, medical, fitness center, and fast food restaurants. RECOMMENDATION Staff recommends that the City Commission approve the Aesthetic Plan Review (Partial), certain Waivers, Final Engineering Plans, Removal of Specimen Trees, and Development Agreement in order to construct a grocery store, retail uses, medical, fitness center, and fast food restaurants, with the recommended conditions of approval. Staff does not recommend approval of the Waiver request #8 (4), the fourth monument sign. 42 F TITLE Winter Springs Marketplace - Aesthetic Plan Review (Partial), certain Waivers, Final Engineering Review, Removal of Specimen Trees, and Development Agreement. SUMMARY The Community Development Department requests that the City Commission hold a Public Hearing to consider the Aesthetic Plan Review (Partial), certain Waivers, Final Engineering Plans, Removal of Specimen Trees, and Development Agreement in order to construct a grocery store, retail uses, medical, fltness center, and fast food restaurants. General Information Applicant Tuscawilla Property Investors, LLC (Equinox Development | Ryan Stahl) Property Owner(s) Tuscawilla Property Investors, LLC Anna Ondick, as successor trustee of the Robbie R. Ondick Revocable Trust Location Southwest of the intersection between State Road 434 and Tuskawilla Road Tract Size ±8.278 gross acres Parcel ID Numbers 36-20-30-502-0000-0070 (Vacant), 36-20-30-502-0000- 0080 (Vacant), 36-20-30-502-0000-0090 (Vacant), 26-20-30-5AR-0A00-008F (Former Pinch-A-Penny) Zoning Designation Town Center (T5) S.R. 434 Corridor Overlay District FLUM Designation Town Center/Commercial Adjacent Land Use North: East S.R. 434 / ROW East: Tuskawilla Road South: Vacant West: Residential S.R. 434 Frontage Minimum 25-feet (Internal Side Streets 5 ft.) Maximum 100-feet PUBLIC HEARINGS AGENDA ITEM 40 1 CITY COMMISSION | MONDAY, FEBRUARY 8, 2021 REGULAR MEETING 43 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 2 O F 38 Height Town Center: Two stories minimum S.R. 434: Up to *Five stories (*limited to 2 stories per the Development Agreement) Setbacks Town Center Front: 25 ft. – 50 ft. (from front property line) Rear: 15 ft. Side: 5 ft. min. - 100 ft. max. (from side property line) Lot Width 18 ft. min., 180 ft. max. Development Standards Lot Coverage: 100% Development Permits Waivers | Pending Development Agreement Development Agreement Code Enforcement Not applicable City Liens Not applicable Background Data: The Community Development Department received an application from Tuscawilla Property Investors, LLC to construct Winter Springs Marketplace. The subject property (approximately ±8.278 gross acres in size) is pentagonal in shape, generally bounded to the north by State Road 434, to the east by Tuskawilla Road, to the south by a vacant property and to the west by a residential community. Once aggregated, the parcels are anticipated to be developed in two phases, in a cohesive design to promote a development supportive to the City by bringing many retail uses to one single site. The development includes; mass grading of the entire site, master stormwater and utilities infrastructure, perimeter landscaping, streetscaping, and a wall located on eastern side of the property boundary. 44 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 3 OF 38 Proposed Layout: The entire site is master planned and will include flve (5) buildings all of which will consist of faux second stories. Aesthetic review for Buildings B and C will be presented to the City Commission at a later date. Building A: Heartland Dental | Medical Offlce | 4,280 SF | ±21 ft. high Building B: Chipotle w/ drive-through window | 2,325 SF Building C: Fast Food Restaurant w/ drive-through window 3,056 SF Building D: Crunch Fitness | Retail | 19,200 SF | ±34.5 ft. high Building E: Dollar Tree | Retail | 10,000 SF | ±30 ft. high Building F: Aldi | Retail | 19,209 SF | ±29 ft. high The total gross area for all proposed buildings is 58,070 SF. The anticipated completion for the entire project is scheduled for 2-3 years after approval of the flnal engineering. Public Notices: Public Hearing Notices were mailed to all owners of real property adjacent to and within approximately flve-hundred feet (500) of the subject property and all Homeowner’s Associations on flle with the City Winter Springs (220 notices). A Community Workshop was held on May 28, 2020 and a Workshop fiyer was mailed to all owners of real property adjacent to and within approximately flve-hundred feet (500) of the subject property and all Homeowner’s Associations on flle with the City Winter Springs (218 fiyers) on May 6, 2020. There were approximately 15 persons in attendance at the Community Workshop and there were several questions related to the project, but no objections regarding the proposed development. Also, subsequent meetings were held with the Applicant and adjacent neighbors negotiate additional conditions of approval. Phasing and Conditional Approval of Final Engineering for Building C: As noted above, Tuscawilla Property Investors, LLC (TPI) and Anna Ondick, as successor trustee of the Robbie R. Ondick Revocable Trust (the “Trust”), are both the Applicants for the proposed Final Engineering Plans. During the application process, it was City staff’s understanding that TPI was in the process of acquiring the Property owned by the Trust to create a unifled parcel for development. However, in November 2020, TPI acquired only 8.278 acres of property from the Trust rather than the entire 10.23 acres that is shown on the Final Engineering Plans. The Trust has retained approximately 1.95 acres of property at the corner of SR 434 and Tuskawilla Road. Section 20-29(c) of the City Code requires that as a 45 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 4 OF 38 condition of approval by the City Commission, all flnal engineering/site plans shall be required to be memorialized in a binding Development Agreement executed by the City and the property owner. However, for this project, the Trust is not a party to the proposed Development Agreement. Accordingly, at this time, the City cannot approve Final Engineering Plans that affect the 1.95 acres of property retained by the Trust. Instead, the Development Agreement provides that approval of the Final Engineering Plans affecting the 1.95-acre Trust Property, which is most easily identifled as Building C Fast Food Restaurant with drive-thru window and the Future Development Area of 1.32 acres, is contingent upon TPI acquiring the Trust Property within one year of the Effective Date of the Agreement. Absent this acquisition, contingent approval of the portion of the Final Engineering Plans affecting the Trust Property, excluding clearing, grading and seeding/grass plans, will be rescinded and void. If, however, TPI acquires the Trust Property, the Development Agreement will automatically extend to the Trust Property and the full Final Engineering Plans (including the Building C Fast Food Restaurant) will be deemed approved. In effect, there may be two phases of development for the buildings and structures shown on the Final Engineering Plans: Phase I will refer to the currently-owned TPI property 8.278 acres in size and Phase II may occur if TPI acquires the Trust Property within one year of the Effective Date of the Agreement. There are no current development plans proposed for the Future Development Area shown on the Final Engineering Plans, which is part of the Trust Property. It should also be mentioned that Section 9-2 of the City Code prohibits property owners from selling lots or tracts of land from a property without flrst having divided the property in accordance with City Code, such as a duly-approved lot split or subdivision. Section 9-2 further prohibits the issuance of any permit for the construction of any building or structure on any lot sold in violation of Chapter 9 of the City Code. Accordingly, the Development Agreement serves another important function of recognizing the two lots (the TPI Property and the Trust Property) that were created by the November 2020 sale for purposes of development. Speciflcally, Section 9-14 of the City Code allows the City Commission to approve the division of Town Center zoned property by Development Agreement. In addition, should TPI acquire the Trust Property, an additional division of the Trust Property will occur between the Future Development Area and the Building C site. Aesthetic Review Plans will be submitted at a later date to the City Commission for flnal approval for Building C Fast Food Restaurant. 46 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 5 O F 38 Final Engineering Plans Criteria, Sec. 20-33.1: (a) Site and flnal engineering plans and the subdivision of land shall also be subject to the technical requirements set forth in Chapter 9 of the City Code. It is the intent of this section to apply to applications for site and flnal engineering plans and to any subdivision of land requiring a plat, if applicable, and does not include review and approval of a lot split application. Please see discussion below regarding technical requirements of Chapter 9. The Final Engineering Plans have been reviewed by the City’s contract engineer, concluding that the Plans satisfy the technical requirements provided the conditions of approval set forth below are met. (b) Except in situations involving one (1) single-family home, the planning and zoning board shall be required to review all site and flnal engineering plan and subdivision of land applications and make a written recommendation to the city commission. Such recommendation shall include the reasons for the board's recommendation and show the board has considered the applicable criteria set forth in this section. (c) Upon receipt of the planning and zoning board's recommendation, the city commission shall make a flnal decision on the application. If the city commission determines that the planning and zoning board has not made a recommendation on an application within a reasonable period of time, the city commission may, at its discretion, consider an application without the planning and zoning board's recommendation. (d) Except in situations involving one (1) single-family home, all site and flnal engineering plan and subdivision recommendations and flnal decisions shall be based on whether the site and flnal engineering plan and subdivision of land complies with all the technical requirements set forth in chapter 9 of the City Code and the following criteria to the extent applicable: (1) Whether the applicant has demonstrated the site and flnal engineering plan and subdivision of land, including its proposed density, height, scale and intensity, hours of operation, building and lighting design, setbacks, buffers, noise, refuse, odor, particulates, smoke, fumes and other emissions, parking and trafflc- generating characteristics, number of persons anticipated using, residing or working under the plan, and other off-site impacts, is compatible and harmonious with adjacent land uses, and will not adversely impact land use activities in the immediate vicinity. 47 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 6 OF 38 Analysis: The proposed height, scale, and intensity of the proposed development is consistent with similar surrounding uses previously approved within Winter Springs scale and intensity of the structure as depicted in the Final Engineering Plans. The proposed daily hours of operation are consistent with surrounding uses. The project proposes a grocery store, a fltness center, a dentist offlce and two (2) fast food restaurants. There are similar uses within 500 ft. of the proposed site which are consistent with previously approved developments along S.R. 434. The proposed hours of operation are as follows: Building A: Heartland Dental Medical Offlce | Hours 9:00 a.m. to 7:00 p.m. Building B: Chipotle | Hours w/ drive-through 10:00 a.m. to 10:00 p.m. Building C: Fast Food Restaurant w/ drive-through window | TBD Building D: Crunch Fitness | Hours 5:00 a.m. to 11:00 p.m. Building E: Dollar Tree | Hours 8:00 a.m. to 9:00 p.m. Building F: Aldi | Hours 9:00 a.m. to 8:00 p.m. Impacts related to noise, refuse, odor, particulates, smoke, fumes and other emissions are anticipated to be negligible given the nature of the project. Conditions of approval below related to hours for dumpster service/trash pickup and commercial delivery truck access will further reduce noise and smoke, fumes or dust impacts from the Project. Parking and transportation are addressed thoroughly below. The development is compatible and harmonious with adjacent land uses and will not adversely impact land use activities in the immediate vicinity. (2) Whether the applicant has demonstrated the size and shape of the site, the proposed access and internal circulation, and the design enhancements to be adequate to accommodate the proposed density, scale and intensity of the site and flnal engineering plan requested. The site shall be of sufflcient size to accommodate design amenities such as screening, buffers, landscaping, open space, off-street parking, safe and convenient automobile, bicycle, and pedestrian mobility at the site, and other similar site plan improvements needed to mitigate against potential adverse impacts of the proposed use. Analysis: The size and shape of the site, the proposed access and internal circulation, and the design enhancements are adequate to accommodate the proposed development. The development provides full ingress and egress directly into the site from S.R. 434, from Roberts Family Lane and from Tuskawilla Road. Access to the site will be provided via three (3) driveways; one (1) full access driveway to the west of the development on Roberts Family Lane (not to be used by 48 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 7 O F 38 commercial delivery trucks), one (1) existing right-in/right-out driveway (RIRO) to the north of the development on S.R. 434, and one (1) existing right-in/right-out (RIRO) driveway to the east of the development on Tuskawilla Road. Site access locations have been reviewed and approved by Seminole County Fire and the City Trafflc Engineer of record. The existing and future street network provides multiple options for residents to reach their desired destinations. The Applicant is requesting a waiver as discussed below, from Winter Springs City Code Sec. 20-601(b), which will alter the width and type of plantings required in each component part of the streetscape. The applicant is providing 34 feet of streetscape area consisting of three component parts: The entrance area will be designed with (1) 11’-4” landscape area; (2) 6-foot sidewalk; and (3) 16’-8” landscape and treescape understory trees between back of sidewalk and front of sidewalk within line the right-of-way. The proposed streetscape is in lieu of (1) 5-foot landscape area, (2) 6-foot sidewalk; and (3) 16-foot landscape and treescape area for planting canopy trees along the right-of-way. The requested streetscape waiver will provide a 34-ft. buffer in lieu of a 27-ft buffer as required by Code. On site improvements which include enhanced landscape buffers, streetscape, landscape screening for dumpster areas, bicycle parking for throughout the site, decorative lighting, enhanced internal pedestrian walkways utilizing alternative pavement throughout. Transportation and off-street parking elements are discussed below. (3) Whether the proposed site and flnal engineering plan and subdivision of land will have an adverse impact on the local economy, including governmental flscal impact, employment, and property values. Analysis: The proposed retail developments are permitted uses within the Town Center and within the S.R. 434 Corridor Overlay District. The development is not expected to have an adverse impact on the local economy, but to add to the local economy by means of governmental flscal impact, employment, and property value. In addition, the Winter Springs Marketplace is expected to generate 250 new direct jobs within the proposed businesses and add 300 indirect jobs, such as landscapers, construction workers, etc., during the construction of the buildings. The development will also provide ad valorem taxes to the City of Winter Springs. (4) Whether the proposed site and flnal engineering plan and subdivision of land will have an adverse impact on the natural environment, including air, water, and noise pollution, vegetation and wildlife, open space, noxious and desirable vegetation, and fiood hazards. 49 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 8 O F 38 Analysis: The applicant contracted with ECS Florida, LLC for the Geo Technical Report and Thomson Environmental Consulting, LLC (Thompson) to develop the Environmental Report. The provided reports did not identify adverse impacts on the natural environment. The total gross area for all proposed buildings is 58,070 SF and the maximum impervious cover proposed for the site is 65%, the maximum impervious cover allowed is 100%. The applicant is maintaining an ample amount of open space on-site by not building up to the maximum allowed impervious of 100%. A noise study is not required, as the City currently has a noise ordinance that restricts decibels ratings from 60-70 in commercial zones from 10:00 p.m. – 7:00 a.m. per Sec. 13-35. maximum permissible sound levels by receiving land use. The City Engineer of record has determined that the site is not located within a fiood plain. Based on Flood Insurance Rate Map (FIRM) No. 2117C0160F Community No. 120295, City of Winter Springs, Seminole County, Florida, the proposed development site lies within a Zone X (Other Areas). According to the FIRM panel legend – this Zone X is for “areas determined to be outside the 0.2% annual chance fioodplain.” A protected wildlife species and habitat assessment was conducted over the entire property on October 9, 2018 by Thompson Environmental Consulting, LLC (Thompson). The survey consisted of both a search of documented literature and fleld investigation. No indication of bald eagle foraging or nests of juveniles were observed. The survey yielded no potentially-occupied gopher tortoise burrows, and no indication of gopher tortoise presence. Thompson recommends that an additional survey of the property be performed within 90 days of intended construction per the Florida Wildlife Commission guidelines. (5) Whether the proposed site and flnal engineering plan and subdivision of land will have an adverse impact on historic, scenic, and cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. Analysis: It is not anticipated that the proposed development will have an adverse impact on any historic, scenic, or cultural resources, including views and vistas, and loss or degradation of cultural and historic resources. (6) Whether the proposed site and flnal engineering plan and subdivision of land will have an adverse impact on public services, including water, sewer, stormwater and surface water management, police, flre, parks and recreation, streets, public transportation, marina and waterways, and bicycle and pedestrian facilities. 50 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 9 OF 38 Analysis: The proposed development has been designed in accordance with T5 Transect of the Town Center District Code, which includes criteria for water, sewer, stormwater and surface water management, police, and flre. The proposed development seeks to further improve stormwater and surface water management by providing onsite nutrient removal, treatment and attenuation. In addition, bicycle racks and benches have been added to the site to promote pedestrian circulation. Also, see below for discussion regarding impact on public services. (7) Whether the site and flnal engineering plan and subdivision of land, and related trafflc report and plan provided by the applicant, details safe and efflcient means of ingress and egress into and out of the neighborhood and adequately addresses the impact of projected trafflc on the immediate neighborhood, trafflc circulation pattern for the neighborhood, and trafflc fiow through immediate intersections and arterials. Analysis: See below for discussion regarding impact on regarding trafflc circulation. (8) Whether the proposed site and flnal engineering plan and subdivision of land will have an adverse impact on housing and social conditions, including variety of housing unit types and prices, and neighborhood quality. Analysis: The proposed development is not anticipated to have an adverse impact on housing and social conditions, as the proposed uses include a grocery store, retail uses, medical, fltness center, and fast food restaurants. (9) Whether the proposed site and flnal engineering plan and subdivision of land avoids signiflcant adverse odor, emission, noise, glare, and vibration impacts on adjacent and surrounding lands regarding refuse collection, service delivery, parking and loading, signs, lighting, and other sire elements. Analysis: It anticipated that the proposed development will not emit odors, noise, glares, or vibrations that will adversely impact adjacent properties. There is adequate shared parking, limited hours of operation, lighting, and refuse collection, within the proposed development that are in place which will assist in limiting any perceived adverse effects. In addition, Aldi’s uses cardboard bales, plastics, and full pallets of exterior display items outside and typically in back of their store. Aldi will have no outside storage beyond the typical 6 or 8 yard trash dumpster. Aldi’s does not use trash compactors and all deliveries come in palletized to the dock door, so 51 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 10 O F 38 that the pallets are unloaded quickly and quietly as full pallets from the fully enclosed truck trailer to the fully enclosed dock receiving area. (10) Whether the applicant has provided an acceptable security plan for the proposed establishment to be located on the site and flnal engineering plan and subdivision of land that addresses the safety and security needs of the establishment and its users and employees and minimizes impacts on the neighborhood, if applicable. Analysis: The applicant has indicated that security systems will be installed for all on-site buildings with the development. The lighting provided illustrates that on- site area will be lit after dark. (11) Whether the applicant has provided on the site and flnal engineering plan and subdivision of land an acceptable plan for the mass delivery of merchandise for new large footprint buildings (greater than twenty thousand (20,000) square feet) including the hours of operation for delivery trucks to come into and exit the property and surrounding neighborhood, if applicable. Analysis: All proposed buildings are less than 20,000 SF. (12) Whether the applicant has demonstrated that the site and flnal engineering plan and subdivision of land have been designed to incorporate mitigative techniques and plans needed to prevent adverse impacts addressed in the criteria stated herein or to adjacent and surrounding uses and properties. Analysis: The Final Engineering Plans, in conjunction with the Development Agreement, prevent adverse impacts to adjacent and surrounding uses and properties. The proposed development will provide adequate screening and buffering along residential areas in addition to upgraded access to the shared residential access for the site. Primarily, the Development Agreement and Plans include enhanced streetscape along S.R. 434 and Tuskawilla Road to ensure the passage of open space to the development. (13) Whether the applicant has agreed to execute a binding development agreement required by city to incorporate the terms and conditions of approval deemed necessary by the city commission including, but not limited to, any mitigative techniques and plans required by City Code. Analysis: The applicant has agreed to execute a binding Development Agreement and it is attached hereto as an Exhibit. 52 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1| M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 11 OF 38 Specimen Tree Removal/Approval: Pursuant to Chapter 5, Tree Protection and Preservation Sec. 5-8 - Specimen or historic trees, the Applicant has requested the removal of seven (7) of the eight (8) specimen trees as depicted on the Final Engineering Plans. Only six (6) of the seven (7) Specimen/Historic Trees are viable. The Applicant states that the site must be signiflcantly raised in order to utilize the exflltration treatment proposed in meeting the nutrient removal criteria. The footprint required for each of these systems and the amount of site will be raised will not allow preservation of these trees. The City Arborist has determined that the Applicant has engaged in good faith to preserve the specimen trees. The City Arborist has determined that the relocation of the specimen trees is not an option, since it is not guaranteed that the specimen trees will survive relocation. The City Arborist has worked with the Applicant and shall make a recommendation of approval that the Applicant mitigate the removal of the six (6) viable specimen trees on site. In addition, the applicant desires to remove 266 trees (not including specimen trees) and proposes to preserve 2 trees of which one is a specimen tree, requiring the replacement of 674 credits of trees. The site includes the planting of six (6) 10” Quercus Virginia/Live Oaks planted as replacements along with 296 credits of new trees, and the remaining 376 credits will be paid into the Tree Mitigation Bank at a value of $112,800.00. Tree replacement on-site meets Code and these trees will be planted throughout the site perimeter and internal landscaping. Water and Sewer: Water service is available from the City’s 12-inch water main in the S.R. 434 right-of- way and from an 8-inch water main in the Nature’s Way ROW. The water pipelines internal to the development will be owned and maintained by the City. The Developer will be dedicating the water pipelines to the City as part of the project close out process. The development is connecting to the City’s sanitary sewer collection system in the Solaris Wharf Street ROW. The sanitary sewer collection system internal to the development will be owned and maintained by the Developer and/or Property Owners Association. The development will be provided reuse water for irrigation purposes from a connection to the City’s reuse system within the S.R. 434 ROW. The City’s water and wastewater systems and treatment plants have capacity to serve this commercial development. 53 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 12 OF 38 Stormwater: The site currently has two SJRWMD permits for stormwater discharges to the east and west. Those permits will be superseded by the development’s proposed stormwater collection and pond system that will discharge into the stormwater collection system in Tuskawilla Road. The on-site stormwater collection and pond system will be owned and maintained by the Developer and/or Property Owners’ Association. The stormwater management system is designed to meet the SJRWMD and City of Winter Springs criteria for nutrient removal, treatment, and attenuation. The Site stormwater pond discharges fiow through the County and City stormwater system and ultimately into Lake Jesup. Transportation: The Winter Springs Marketplace trafflc analysis was performed to assess the impact of the proposed development within the City of Winter Springs. Access to the site will be provided via three (3) driveways; one (1) full access driveway to the west of the development on Roberts Family Lane, one (1) existing right-in/right-out (RIRO) driveway to the north of the development on S.R. 434, and one (1) existing right-in/right-out (RIRO) the east of the development on Tuskawilla Road. Site access was reviewed and approved by Seminole County Fire and the City Trafflc Engineer. Projected trafflc conditions for the project buildout were analyzed using daily trafflc volumes for the roadway segments and P.M. peak hour trafflc volumes for the intersections. The projected trafflc volumes used in the analysis consisted of background trafflc volumes plus project trips. The trafflc conditions were evaluated for the year 2022 background conditions. Background trafflc volumes were estimated with the use of an annual growth rate of 2.0% or a growth factor. A trends analysis of historical trafflc counts on S.R. 434 revealed annual growth rates ranging from -0.84% to -0.55%. The proposed development is anticipated to generate a total daily trafflc volume of 2,736 net new daily trips, of which 36 (22 inbound and 14 outbound) will occur in the A.M. peak hour and 239 will occur in P.M. peak hour trips (115 inbound and 124 outbound) at build out. The study roadway segments currently operate at adequate Levels of Service (LOS) and will continue to operate at acceptable Levels of Service when project trips are added. S.R. 434 and Roberts Lane is shown to operate at an acceptable LOS with a volume-to-capacity (v/c) ratio less than 1.0 in the background PM peak hour condition. The intersection of S.R. 434 & Tuskawilla Road is still anticipated to 54 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 13 OF 38 operate deflciently during background PM peak hour, consistent with existing and background deflciencies. No new deflciencies were identifled as a result as a result of project trafflc impact. The following existing deflciencies were identifled in the existing PM hour condition at S.R. 434 and Tuskawilla Road: Westbound Left Movement – Delay > 80.0 seconds (LOS “F”) Northbound Approach –LOS “F” Northbound Through/Right Movement – Delay > 80.0 seconds (LOS “F”) and v/c > 1.0 Southbound Approach –LOS “F” Southbound Left Movement – Delay > 80.0 seconds (LOS “F”) An intersection operational analysis was performed for 2022 background conditions in the PM peak hours. S.R. 434 and Tuskawilla Road (signalized) S.R. 434 and Roberts Family Lane (two-way stop-controlled) Roberts Family Lane and Project Access (full access) S.R. 434 and Project Access (RIRO) Tuskawilla Road and Project Access (RIRO) The above study area intersections are shown to operate at an acceptable LOS with a v/c less than 1.0 during buildout PM peak hour except for the background deflciencies and the westbound movement at the unsignalized intersection of S.R. 434 and Roberts Lane which experience is excessive. However, the anticipated 95th- percentile queue at buildout is less than ten vehicles (<250 ft.), signiflcantly less than the existing turn lane storage capacity (± 470 ft.). No new deflciencies were identifled as a result of project trafflc impact. As shown discussed above the site will be accessible via three (3) access points. Per Seminole County’s Transportation Standards a right-turn lane should be provided where development exceeds a daily trip rate of 4,000 average daily trips (ADT). None of the driveways are anticipated to exceed 4,000 average daily trips. Therefore, a right-turn lane is not warranted at either driveway along Roberts Family Lane or Tuskawilla Road. The existing driveway on S.R. 434 will be improved from a fiared (turnout) design to a redial return design with improved driveway width, improved corner clearance and an improved sidewalk. 55 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 14 O F 38 All turn lanes provide sufflcient storage length to accommodate the 95th-percentile queue at buildout with the exception of the northbound left-turn lane at S.R. and Tuskawilla which is built to its maximum extent. Parking Analysis: Per Section 20-324 of the City’s Land Development Code (LDC), there are no minimum parking requirements in the Town Center. The City required the applicant to provide a parking study and a parking study was prepared by the applicant based on the Institute of Transportation Engineers (ITE) Parking Generation Manual 5th Edition and other municipalities’ industry standards. The study furthermore includes the demand for thirty-eight (38) bicycle parking spaces on the site. Per Section 9-277 of the City’s LDC which deflnes off-street parking requirements for speciflc land uses. The following minimum parking ratios for the proposed land uses within the Winter Springs Marketplace are deflned in the Code: Medical or dental clinics: three (3) parking spaces for doctors, plus one (1) additional parking space for every two employees; Restaurants: one (1) parking space for each one hundred (100) SF of fioor space for patron use in the building; and Retail Commercial: one (1) parking space for each three hundred (300) SF of fioor space in the building exclusive of storage space. A total parking supply of 226 spaces at a parking ratio of 3.89 spaces per a thousand SF would be needed to serve the proposed shopping center’s demand with each land use alone. Due to the characteristics of the proposed development using data from both ITE and the Urban Land Use Institute (ULI) Shared Parking 3rd Edition, developments of this scale recommends the 85th percentile parking demand as the appropriate demand to provide parking supply for a shopping center. As stated above, the total gross fioor area for the Winter Springs Marketplace is 58,070 SF. ITE’s Land Use Code (LUC) 820 – Shopping Center was used to determine peak period parking demand on a Saturday in December. The relevant peak parking demand for the shopping center is calculated as follows: Recommended design parking demand = 5.90 spaces per a thousand square feet x 58,070 SF = 341 spaces. As shown on the Overall Site Plan (Sheet C4.0), the site currently has a surplus of one-hundred and seventeen parking spaces (117). This will ensure that parking is 56 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 15 OF 38 not a burden on future property owners and businesses. A total parking supply of 341 spaces at a parking ratio of 5.90 spaces per thousand SF would be needed to serve the proposed shopping center’s demand. Winter Springs Marketplace will provide parking spaces at a ratio of 5.92 spaces per thousand square feet. The applicant has stated that the reasoning for the excess of parking is a necessity, since the proposed shopping center which includes a grocery store and a fltness center tend to require additional parking spaces. Aesthetic Review: Pursuant to Section 9-603, which sets forth guidelines and minimum standards for Aesthetic Review packages, staff has utilized the below criteria in Section 9-603 to determine the following. The attached Aesthetic Review package (Exhibit 2) includes all of the submittal requirements for aesthetic review as set forth in Section 9-600 through 9-607 and include the following: (a) a site plan; (b) elevations illustration all sides of structures facing public streets or spaces; (c) illustrations of all walls, fences, and other accessory structures and the indication of height and their associated materials; (d) elevation of proposed exterior permanent signs or other constructed elements other than habitable space, if any; (e) illustrations of materials, texture, and colors to be used on all buildings, accessory structures, exterior signs; and (f) other architectural and engineering data as may be required. The procedures for review and approval are set forth in Section 9-603. Aesthetic review for Buildings B (Chipotle) and C (TBD) will be reviewed at a later date, the Applicant will be working with the tenant(s) regarding building design elements. Aesthetic Review 1. The plans and speciflcations of the proposed project indicate that the setting, landscaping, proportions, materials, colors, texture, scale, unity, balance, rhythm, contrast, and simplicity are coordinated in a harmonious manner relevant to the particular proposal, surrounding area and cultural character of the community. Analysis: All buildings taken as a group demonstrate fiat awnings like the plaza across the street. There are a large number of awnings projecting forward of the principle plane. All awnings in the development are flnished metal. The material palette includes brick wainscots, wood-look exterior wall panels, and warm-neutral paint colors similar to the Starbucks and the Wendy’s on the norths side of S.R. 434 in order to safeguard the surrounding area and cultural character of the community. 57 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 16 O F 38 The Winter Springs Marketplace includes architecture that is complementary to the diverse styles of architecture of the Town Center. The neutral complementary color scheme with a variation of straight clean uniform lines is harmonizing to the surrounding area. The Winter Springs Marketplace has designed multiple buildings which complement each other and contain enhanced architectural and aesthetic elements. The site was developed to encourage use by pedestrians and the proposed buildings provide an interconnected system of walkable sidewalks. 2. The plans for the proposed project are in harmony with any future development which has been formally approved by the city within the surrounding area. Analysis: Not applicable. 3. The plans for the proposed project are not excessively similar or dissimilar to any other building, structure or sign which is either fully constructed, permitted but not fully constructed, or included on the same permit application, and facing upon the same or intersecting street within flve hundred (500) feet of the proposed site, with respect to one or more of the following features of exterior design and appearance: a. Front or side elevations; b. Size and arrangement of elevation facing the street, including reverse arrangement; or c. Other signiflcant features of design such as, but not limited to: materials, roof line, hardscape improvements, and height or design elements. Analysis: The proposed structures are designed to contribute and enhance the architectural styles that are typical of the surrounding area. This project represents a progressive addition to the City of Winter Springs. Signiflcant design features include architectural design elements such as; brick, plank boards, angled roofs, and buildings adorned with lighting flxtures. The proposed buildings are constructed with concrete and steel framed structures. The height of the buildings range from 21 ft. up to 34.5 ft. tall, approximately 220 feet across S.R. 434 from the subject site is the Winter Springs Town Center. The proposed style depicts a similar aesthetic feel and scale of similar buildings most recently approved within the Town Center (Starbucks and Wendy’s). 4. The plans for the proposed project are in harmony with, or signiflcantly enhance, the established character of other buildings, structures or signs in the surrounding area with respect to architectural speciflcations and design 58 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 17 O F 38 features deemed signiflcant based upon commonly accepted architectural principles of the local community. Analysis: The proposed project enhances the character and overall aesthetics of the surrounding area. The City of Winter Springs is comprised of diverse architectural styles and therefore, the all of proposed buildings taken as a group demonstrate deemed signiflcant based upon commonly accepted architectural principles of the local community. 5. The proposed project has incorporated signiflcant architectural enhancements such as concrete masonry units with stucco, wrought iron, columns and piers, porches, arches, planting areas, display windows, and other distinctive design detailing and promoting the character of the community. Analysis: The proposed units are designed to contribute to the quality architectural styles that are typical of the surrounding area. This project represents a progressive addition to the City of Winter Springs. Aldi, the development’s largest tenant, includes a second story from the exterior with faux upper glazing. An expression line between flrst and second story is implied by the consistent height of awnings and glazing. Crunch Fitness, the development’s second largest tenant, features a functioning second story with second story windows and also includes upper story louver panels that continue the rhythm established by the upper story windows across the front of the building. Signiflcant design features include architectural design elements include; brick wainscots, wood-look exterior wall panels, and warm-neutral paint colors similar to the Starbucks across the street. 59 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 18 OF 38 Waiver Requirement Section 20-34. – Waivers. Any real property owner may flle a waiver application requesting a waiver for their real property from any term and condition of this chapter (except from the list of permitted, conditional and prohibited uses set forth in any zoning district category). The Planning and Zoning Board shall be required to review all waiver applications and make a written recommendation to the City Commission. Such recommendation shall include the reasons for the Board’s recommendation and show the board has considered the applicable waiver criteria set forth in this section. Upon receipt of the Planning and Zoning Board’s recommendation, the City Commission shall make a flnal decision on the application. If the City Commission determines that the Planning and Zoning Board has not made a recommendation on an application within a reasonable period of time, the City Commission may, at its discretion, consider an application without the Planning and Zoning Board's recommendation. All waiver recommendations and flnal decisions shall comply with the following criteria: 60 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 19 O F 38 Waiver criteria set forth in Subsection 20-34(d) are as follows: 1. The applicant clearly demonstrates that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development. 2. The proposed development plan is in substantial compliance with this chapter and in compliance with the comprehensive plan. 3. The proposed development plan will signiflcantly enhance the real property. 4. The proposed development plan serves the public health, safety, and welfare. 5. The waiver will not diminish property values in or alter the essential character of the surrounding neighborhood. 6. The waiver granted is the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under this chapter. 7. The proposed development plan is compatible and harmonious with the surrounding neighborhood. 8. Whether the applicant has agreed to execute a binding development agreement required by city to incorporate the terms and conditions of approval deemed necessary by the city commission including, but not limited to, any mitigative techniques and plans required by City Code. The applicant requests that the Planning and Zoning Board/Local Planning Agency to consider the 12 waiver requests listed below: 61 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 20 O F 38 Waivers Request/Justification 1. The applicant requests a waiver from Winter Springs City Code Sec. 16-51 to allow the copy area of wall signs to be measured as one (1) rectangle per row of text or symbols up to a maximum of three (3) rectangles, in lieu of the whole wall sign being measured as one (1) single rectangle is requested. Justiflcation: When wall signs have signiflcant blank space between lines of text, this blank space does not contribute to visual clutter and therefore should not count against copy area. The requirement for using a single shape creates a bias in favor of signage design that is boxy and densely fllls the allotted shape. Signage designs that make signiflcant use of blank space are effectively forced to reduce their copy area because blank space that is not part of the copy is nonetheless counted against the copy area limit. Providing some fiexibility in the copy area calculation method will curb the effect of this bias, allowing a more accurate representation of the actual copy area being used by a given design. The limit of three rectangles will prevent this additional fiexibility from being abused. City Code: Sec. 16-51 – Deflnitions | Copy Area or Sign Staff supports the requested waiver and supplied justiflcation. The proposed request will assist in visibility for the proposed businesses along the right-of-way without increasing the copy area. 2. The applicant requests a waiver from Winter Springs City Code Sec. 16-80 to allow a maximum a maximum copy area of seventy-two (72) square feet per sign face for the two (2) multi-tenant “shopping center” ground signs indicated on the signage site plan in lieu of thirty-two (32) square feet. Justiflcation: A waiver allowing a maximum copy area of seventy-two (72) square feet per sign face for the two (2) multi-tenant “shopping center” ground signs identifled on the signage site plan, in lieu of thirty-two (32) square feet is requested. The two (2) multi-tenant signs that will make use of this waiver are serving the anchor tenants at the rear of the development, meaning that their building-mounted signage has correspondingly lower visibility (and hence less visual clutter) when viewed from the street. The requested increase in copy area provides these tenants with necessary street visibility 62 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 21 OF 38 while maintaining a pleasant streetscape as shown in the street-view renderings included with this package. This property is at the intersection of two major roads: SR 434 and Tuskawilla, which are respectively six (6) lanes wide and flve (5) lanes wide along the frontage of this property, and both have planted medians. Visibility from these wide, fast, car-oriented roads will be necessary to sustain the businesses in this development. City Code: Sec. 16-80 – Limitations on Certain on-premises signs including attached to buildings. Staff supports the requested waiver and supplied justiflcation. An analysis of permitted signage within the Town Center has determined that many of the wall signs exceed Code requirements. The request is consistent with current signage trends and will assist in visibility for the proposed businesses. 3. The applicant requests a waiver from Winter Springs City Code Sec. 20-325 to allow a minimum 15% frontage buildout at the front setback as required under the T5 transect in lieu of the 20% minimum specifled. Justiflcation: The waiver allowing a minimum 15% frontage buildout in lieu of the 20% requirement is required in order to maintain proper site circulation. Given the drive-thru associated with the Quick Service Restaurant (QSR) use for Buildings B and C additional vehicular access is needed around these to provide adequate circulation and limit stacking at ingress and egress points. In addition, each parcel is required by City criteria to stand on its own per development. Parking areas line the vehicular access routes as another feature allowing each lot to stand on its own. City Code: Sec. 20-325 Transect Standards | Table T5 (Urban Center Zone) Staff supports the requested waiver and supplied justiflcation. As similar requests have been approved in the Town Center. 4. A waiver is requested from Winter Springs City Code Sec. 20-325 to allow a maximum 67.75-ft front setback in lieu of the 50-ft max setback (from front property line). 63 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 22 OF 38 Justiflcation: The waiver allowing a maximum 67.75-ft front building setback in lieu of the 50-ft setback is requested in order to better accommodate the streetscape requirements detailed within Section 20-605 of the City’s Code. The applicant has provided an enhanced onsite landscape buffer along SR 434 to meet the canopy tree streetscape requirements. The canopy trees that would otherwise be adjacent to the SR 434 roadway have been located on site in order to avoid overhead and underground utilities. The right-turn lane in front of the site limit the amount of room available for the canopy trees immediately adjacent to SR 434. The applicant has made additional efforts to bring the buildings as close to the 50-ft maximum as possible. The drive aisle along the front of Buildings A & B has a 22-ft width and the associated front parking spaces have 18-ft lengths. These changes in addition to the 12-ft right-turn lane streetscape encroachment along the 434 frontage bring the total requested variance from code to nearly 10%. City Code: Sec. 20-325 Transect Standards | Table T5 (Urban Center Zone) Staff supports the requested waiver and supplied justiflcation. As similar requests have been approved in the Town Center (Wendy’s and Starbucks). 5. The applicant requests a waiver from Winter Springs City Code Sec. 20-324 (6) to allow the drive-through service windows for Buildings B and C at the side of the buildings in lieu of in the rear or alley of the buildings. Justiflcation: The waiver allowing drive-thru service windows on the side of Buildings B and C in lieu of the rear or alley of the building is required due to the area limitations in the vicinity of these buildings. Rotating these buildings to locate the drive-throughs at the rear would impact the amount of parking the parcel would be able to provide. If the buildings are rotated with rear drive-throughs, the buildable area in the Future Development parcel area would be negatively impacted in order to achieve sufflcient parking for Buildings B and C. 64 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 23 OF 38 City Code: Section 20-324 (6) – General Provisions – Drive-throughs. Staff supports the requested waiver and supplied justiflcation. As similar requests have been approved in the Town Center (Wendy’s and Starbucks). 6. The applicant requests a waiver from the table at the end of Winter Springs City Code Sec. 20-327 (1) to allow wall signs to have a maximum copy height of twelve (12) feet in lieu of three (3) feet. Justiflcation: A waiver requesting to allow wall signs to have a maximum copy height of twelve (12) feet in lieu of three (3) feet is requested. The total allowable copy area for wall signs will remain the same 1.5-sf per linear foot of building frontage as set forth in Winter Springs City Code Sec. 16-80 and 20-327.1. The increase in copy height is requested based on this property's situation at the intersection of two wide, fast, car-oriented roads, and the car-oriented development pattern that such roads necessitate. This means the buildings will be placed at a greater distance from the road than the original sign height limits account for and will therefore need to be taller to remain legible at a distance. But to reiterate, while the height of the signs is increasing, the total allowable copy area is not. City Code: Section 20-327 (1)– Signs Staff supports the requested waiver and supplied justiflcation. An analysis of permitted signage throughout the Town Center has determined that many wall signs exceed Code requirements. The waiver request is in line with current signage trends and will assist in visibility for the proposed businesses. The waiver is consistent with what has been previously approved within the City. 7. The applicant requests a waiver from the table at the end of Winter Springs City Code Sec. 20-327.1 to allow wall signs to have a maximum letter height of forty two (42) inches in lieu of eighteen (18) inches. Justiflcation: A waiver requesting to allow wall signs to have a maximum letter height of forty two (42) inches in lieu of eighteen (18) inches is requested. The total allowable copy area for wall signs will remain the same 1.5-sf per linear foot of building frontage as set forth in Winter Springs City Code Sec. 16-80 and 20-327 (1) The increase in letter height is requested based on this property's situation at the intersection of two wide, fast, car-oriented roads, and the car- oriented development pattern that such roads necessitate. This means the 65 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 24 O F 38 buildings will be placed at a greater distance from the road than the original letter height limits account for and will therefore need to be taller to remain legible at a distance. But to reiterate, while the height of the letters is increasing, the total allowable copy area is not. City Code: Section 20-327.1 – Signs Staff supports the requested waiver and supplied justiflcation. Staff supports the requested waiver and supplied justiflcation. An analysis of permitted signage throughout the Town Center has determined that many wall signs exceed Code requirements. The request is in line with current signage trends and will assist in visibility for proposed businesses. The waiver is consistent with what has been approved within the City. 8. The applicant requests a waiver from Winter Springs City Code Sec. 20- 327.1.(a) to allow four (4) monument signs along S.R. 434 and Tuskawilla Road within the Town Center. Justiflcation: The waiver allowing monument-style ground signs along SR-434 within the Town Center is required as a result of location. This property is at the intersection of two major roads: SR 434 and Tuskawilla, which are respectively six (6) lanes wide and flve (5) lanes wide along the frontage of this property, and both have planted medians. Visibility from these wide, fast, car-oriented roads will be necessary to sustain the businesses in this development. Monument-style ground signs are the norm for this type of development, including at comparable properties just down the street, within the SR 434 overlay district. In the case of the gas station across the street in Tuskawilla, there is a precedent that is actually within the Town Center district. Given this, and the fact that the property in question is near the edge of the Town Center district, we believe that allowing these monument-style signs is both fair and will not harm the city's intent within the Town Center. The proposed monument signs include: 1)One (1) 8 ft. tall dual-tenant ground sign on S.R. 434 frontage (S-3). (Heartland Dental / Chipotle) 2)One (1) 12 ft. tall multi-tenant ground sign on S.R. 434 frontage (S-1). (Aldi/Dollar Tree/Crunch Fitness) 3)One (1) 12 ft. tall multi-tenant ground sign on Tuskawilla Road, serving the rear tenants (S-1). (Aldi/Dollar Tree/Crunch Fitness) 66 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 25 OF 38 4)One (1) 8 ft. tall single-tenant ground sign on S.R. 434 frontage (S-2). (TBD) See Master Sign Plan (MSP) for proposed monument sign locations (S-1, S-2, and S-3). City Code: Section 20-327.1.(a) – General Requirements | Free standing monument signs are permitted by waiver along State Road 434 frontage. Staff supports a partial waiver for this request. Staff does not support #4 listed above, an 8 ft. tall single-tenant monument sign on S.R. 434 frontage (S-2). Staff will only support three (3) monument signs. Staff does not support a waiver for four (4) monument signs (see analysis below). 9. The applicant requests a waiver from Winter Springs City Code Sec. 20- 327.1(a) to allow monument-style ground signs and permanent menu boards to be internally illuminated in lieu of only individual letters and symbols being internally illuminated. Justiflcation: A waiver allowing monument-style ground signs and permanent menu boards to be internally illuminated in lieu of only individual letters and symbols being internally illuminated is requested. The prohibition on internally lit backgrounds for wall signs will remain intact. This waiver only allows backgrounds to be internally illuminated on monument signs. Internally illuminated backgrounds are the norm for commercial monument signs, and are already common along both SR434 and Tuskawilla, including on comparable properties just down the street within the SR 434 overlay district. In the case of the gas station across the street in Tuskawilla, there is a precedent that is actually within the Town Center district. The use of internally illuminated backgrounds is appropriate to the scale and speed of these adjacent major roads, which is also the circumstance that justifles the presence of monument signs. If the city chooses to acknowledge such circumstances are present by granting the Section 20- 327.1(a) waiver request to permit monument signs on this property, it is reasonable that the city would also permit the use of design and construction techniques common to monument signs. 67 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 26 O F 38 City Code: Section 20-327.1.(a) – General Requirements Staff supports the requested waiver and supplied justiflcation. As similar requests have been approved in the Town Center (Wendy’s and Starbucks). 10. The applicant requests a waiver from Winter Springs City Code Sec. 20- 327.1(b) to allow the use of plastic flnishes on internally illuminated monument-style ground signs and permanent menu boards in lieu of being limited to wood, metal, canvas, neon, and paint. Justiflcation: A waiver allowing the use of plastic flnishes on internally illuminated monument-style ground signs and permanent menu boards in lieu of being limited to wood, metal, canvas, neon, and paint is requested. The Town Center code allows for individually cut letters to be internally illuminated, so in practice some allowance for the use of plastics is already made. Translucent plastic is a necessary component of internally illuminated signs; therefore, this waiver would be necessary for the practical exercise of the waivers allowing internal illumination of monument signs and permanent menu boards. City Code: Section 20-327.1.(b) – Finish Materials Staff supports the requested waiver and supplied justiflcation. As similar requests have been approved in the Town Center (Wendy’s and Starbucks). 11. The applicant requests a waiver from Winter Springs City Code Sec. 20- 327.1(d)(9)a to allow menu boards to be permanent when installed on private property in lieu of temporary. Justiflcation: A waiver allowing menu boards to be permanent when installed on private property in lieu of temporary is requested. The existing design standards for menu boards do not account for drive-thru restaurants. If the proposed drive-thru use is approved for this property, then a permanent menu board serving the drive thru will be required. This waiver only applies to menu boards installed on private property. No permanent signs will be installed on sidewalks or public property. The proposed menu board is facing away from the public right-of-way and will be sized consistent with industry-standard drive-thru menu boards, such as that already in use by Starbucks and McDonalds across the street from this development. The proposed menu board will be constructed to the same weather-resistance and wind-loading 68 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 27 O F 38 standards as any other permanent exterior sign per applicable building codes. City Code: Section 20-327.1.(d)(9) – Sign Standards: Speciflc to Sidewalk Signs (Menu Board Signs) Staff supports the requested waiver and supplied justiflcation. As similar requests have been approved in the Town Center (Wendy’s and Starbucks). 12. The applicant requests a Waiver from Winter Springs City Code Sec. 20-601 (Ordinance 2020-02) to allow a 13-ft onsite landscape buffer with canopy trees, a meandering 6-ft offsite sidewalk, and interspersed understory trees between back of sidewalk and front of sidewalk within the R/W. The requested streetscape buffer modiflcation will provide the 27-ft buffer as required by code. This request will be in lieu of the required 5-ft landscape area adjacent to the R.O.W., followed by a 6-ft sidewalk, and a 16-ft landscape and treescape area. Justiflcation: The waiver allowing modiflcation to the S.R. 434 & Tuskawilla streetscape conflguration and plant species is required due to confiicts with existing utilities, sidewalks, and a right turn lane within the R.O.W. Existing underground and overhead utilities within the R.O.W. currently limit the planting of trees in the conflguration required by code. City Code requires a 27-ft streetscape buffer from R.O.W.’s edge of pavement. Under normal circumstances there is adequate space from the edge of the roadway to proposed development to provide for the streetscape buffer as shown in Ordinance 2020-02. The Winter Springs Marketplace property has an existing right-turn lane along the majority of the SR-434 boundary which removes 12-ft of space the site is able to utilize for the streetscape buffer. Approximately 17-ft is provided between the property line and the edge of pavement within the right turn lane. There is existing water main, overhead electric, gas, and underground electric within this distance. An existing 5-ft sidewalk runs along the SR- 434 and Tuskawilla Road site boundaries. In an effort to work with City Staff, the Applicant has agreed to place canopy trees within the limits of the onsite landscape buffer. Understory trees will be interspersed among the proposed onsite canopy trees. The existing sidewalk within the R/W will be upgraded to a 6-ft sidewalk in areas adjacent to proposed development. In the R/W, understory trees will be placed between back of curb and front of sidewalk. 69 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 28 O F 38 The proposed conflguration will provide the 6-ft sidewalk required by code and allow for canopy trees within the streetscape buffer. Placing the canopy trees onsite rather than in the R/W will help prevent confiicts with the overhead utilities once the trees reach maturity. The addition of the understory trees within the R/W will help enhance the streetscape buffer for pedestrians and vehicular trafflc. Existing utilities within the R/W will be adjusted to follow the routing of the new 6-ft sidewalk. Although this layout will be different than the streetscape layout it will still meet the intent of the streetscape requirements. City Code: Sec. 20-601. – Streetscape Requirements. Staff supports the requested waiver and supplied justiflcation. The requested streetscape waiver will provide a 34-ft. buffer in lieu of a 27-ft buffer as required by Code. As similar requests have been approved in the Town Center (Chau Medical Offlce). Waiver Analysis: In evaluation of the twelve (12) proposed waiver requests, the applicant has satisfled the eight (8) speciflc criteria and supports the twelve (12) waiver requests as listed above, although Staff partially supports Waiver #8(4) (as listed above). Waiver #8(4): Staff supports a partial waiver for this request. Staff does not support 8(4) as listed above, an 8 ft. tall single-tenant monument sign on S.R. 434 frontage (S-2). Staff will support three (3) monument signs, but not four (4) monument signs. As discussed above the site will consist of flve commercial buildings, the Applicant does not have a tenant in place for Building C. Once the Applicant is ready to move forward with the Aesthetic Review for Building C and the Future Development portion, then the Applicant may move forward to request a waiver for a fourth monument sign. With the exception of the waivers detailed above, the proposed project meets the remaining requirements set forth in Section 20 of the City of Winter Springs Code. The site design underwent a full review in which the site design was further flne- tuned to incorporate all the changes requested by Staff to meet City Code. The majority of the property is currently undeveloped and vegetated with upland wooded areas. The eastern corner of the site is a former Pinch-A-Penny. Proposed development will enhance the property by providing a developed and landscaped cohesive look that complements the surrounding retail and residential areas. The proposed development hopes to serve Winter Springs public health and welfare by bringing a fltness club tenant and a dentist tenant under contract. Development 70 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 29 O F 38 of the property will serve Winter Springs by replacing the abandoned Pinch-A- Penny and an undeveloped lot with clean, well lit, and secure facilities available for public access. The onsite drainage system also beneflts public health and welfare with the increased water quality and nutrient removal beneflts it provides to waters leaving the site. The increased commercial tax base provided as a result of this project will reduce the burden on City of Winter Springs residents. The above waiver requests will not diminish the property values and seeks to maintain the essential character of the surrounding neighborhood. The proposed development plan is compatible and harmonious with the surrounding neighborhood. The development will complement the surrounding similar QSR, grocery, fltness club, and medical uses. Roberts Family Lane and Natures Way neighbors were involved early-on to address concerns with the proposed development. The site buffers along the residential areas incorporate input from meetings with the neighbors in further efforts to provide a site that is harmonious with the surrounding neighborhood. Reports: The Final Engineering submittal is required to include the following reports or updates of previously prepared reports for the same property. Reports November 15, 2018 Geo Technical Report | ECS Florida August 2020 Transportation Impact Analysis | Kimley Horn November 11, 2020 Parking Demand Study | Kimley Horn July 28, 2020 Potable Water System Report | Kimley Horn Revised September 24, 2020 Potable Water System Report | Kimley Horn July 14, 2020 Drainage Calculation for SJRWMD | Kimley Horn August 4, 2020 Environmental Report | Kimley Horn December 2, 2020 Fiscal Impact Statement | Equinox December 21, 2020 Waiver Request | Kimley Horn Revised December 15, 2020 Geo Technical Report | ECS Florida 71 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 30 O F 38 Revised December 15, 2020 Parking Demand Study | Kimley Horn Revised December 2020 Trafflc Impact Analysis | Kimley Horn Procedural History: May 28, 2020 Community Workshop Meeting June 6, 2020 Non-Binding Preliminary Review August 11, 2020 Application Submittal Date February 4, 2021 Planning & Zoning Board/Local Planning Agency | Approval | Recommendation February 8, 2021 City Commission Applicable Law, Public Policy, and Events: Florida Statutes 163.2511-163.3246: Growth Policy; County and Municipal Planning; Land Development Regulation (Provides that land development regulations for municipal planning be consistent with the Comprehensive Plan). Home Rule Powers Code of Ordinances City of Winter Springs. Section 20-1. Deflnitions. Section 20-34 Waivers Chapter 5 - Tree Protection and Preservation Ch20, Sec. 20-601. – Streetscape Requirements. Division 5. Sounds Levels by Receiving Land Use Division 12. - Town Center District Code Sec. 20-325. - Transect standards. S.R. 434 Corridor Vision Plan S.R. 434 Corridor Overlay District City of Winter Springs Comprehensive Plan. Future Land Use Element, Policy 1.1.6 72 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 31 OF 38 Fiscal Impact: The Development will be a ground up project which will be constructed on the approximately 10-acre parcel located at the southwest quadrant of State Road 434 & Tuscawilla Road over an approximately two-year period. At flnal build-out, the total Development will consist of approximately 57,070 SF of retail uses cohesively designed so as to create a single location whereby residents can make one stop but cover many uses typically found within a shopping center. Revenue to the City of Winter Springs based on the Development will consist of the Ad Valorem Tax and State Shared Revenues (Revenue Sharing and Half-Cent Sales Tax). Ad Valorem Tax: The assessed value of the proposed development is anticipated to be approximately $20,000,000 based on an estimate of today’s capitalized value. The following provides the 2019 Millage Rate breakdown for properties located within the City of Winter Springs: Ad Valorem Tax County 11.2495 City 2.4300 Fire 2.7649 Road N/A Total 16.4444 Based on the above 2019 Millage rate, the following are estimated tax revenues to the City of Winter Springs from the proposed Development: Estimated Assessed Value Millage Rate Estimated City Revenue $20,000,000 2.4300 $324,254.00 State Shared Revenues (Revenue Sharing And Half-Cent Sales Tax): The City’s State shared revenue is estimated based on retail sales generated by the future development of the shopping center. It is estimated that the proposed uses will generate a yearly sales volume of approximately $11,572,000.00 based on estimated sales of $200.00 per square foot of total buildings. 73 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 32 OF 38 Total Revenue: Based on the above Ad Valorem Tax and State Shared Revenues, the total revenue to the City of Winter Springs will be approximately $48,200.00 per year for the overall Development. Final Development Plan Approval: The City Commission may approve Final Engineering Plans separately and prior to approval of the flnal plat as provided in Section 9-74 of the City Code. Development Agreement: The Applicant has agreed to speciflc Conditions of Approval for the Plan and a waiver as negotiated in the Developer’s Agreement. Pursuant to Section 20-29 of the City Code, all development projects requiring a community workshop pursuant to Section 20-29.1 shall be required to be memorialized in a binding Development Agreement executed by the City and the property owner. Community workshops are required for all new commercial development, under Section 20-29.1. A Community Workshop was held on August 13, 2019. The draft Development Agreement is enclosed as an Exhibit hereto. The Development Agreement has been drafted to address several important issues regarding the proposed Final Engineering Plans and the eventual aggregating of this project. RECOMMENDATION Staff recommends that the City Commission approve the Aesthetic Plan Review (Partial), certain Waivers, Final Engineering Plans, Removal of Specimen Trees, and Development Agreement in order to construct a grocery store, retail uses, medical, fltness center, and fast food restaurants. Staff does not recommend approval of the Waiver request #8 (4), the fourth monument sign. The recommendation of conditional approval should include the following conditions: 1.Project approval is conditioned upon the execution of the Development Agreement and the terms and conditions contained therein, which include: A. To the extent that the driveway access to SR 434 and the underground chambers for stormwater collection and treatment to service the driveway as shown on the “Overall Site Plan”, Sheet C4.0 and the Overall Drainage Plan, Sheet C6.0 of the Final Engineering Plans, are located on the Trust Property, the Developer shall be required to secure easements from the Trust to allow for the construction, installation and maintenance of such 74 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 33 OF 38 facilities prior to issuance of any site clearing or building permits for the Property, if the same have not already been obtained. Except for grading and seeding/grass installation plans and except to the extent adequate easements for the driveway access to SR 434 and the underground chambers for stormwater collection and treatment are secured (if not already obtained), approval of the Final Engineering/Site Plan and Waivers as applicable to the Trust Property shall be contingent upon the Developer acquiring the Trust Property within one year of the Effective Date of this Agreement. B. In the event the Developer acquires the Trust Property within one year of the Effective Date of this Agreement, Developer shall extend and install the planned streetscape along the SR 434 and Tuskawilla Road frontage of the Trust Property to match the streetscape planned for the Property. The Trust Property streetscape shall be installed either in conjunction with the Property streetscape or within twelve (12) months following acquisition of the Trust Property (subject to Section 25.0), whichever is later. However, in the event that Developer does not acquire the Trust Property and fails to complete the closing, Developer shall install as much of a matching streetscape as possible within the existing rights-of-way on SR 434 and Tuskawilla Road adjacent to the Trust Property concurrent with the installation of the streetscape on the Property. C. In the event the Developer acquires the Trust Property, the Developer shall as soon as possible thereafter demolish the existing pole sign and existing building at the corner of SR 434 and Tuskawilla Road. In any case, the Developer shall use its best faith efforts to secure the authorization from the Trust to remove the existing pole sign and existing building as soon as possible. D. A Reciprocal Easement Agreement dated November 10, 2020 has been recorded in Offlcial Records book 9757, Page 1335, Public Records of Seminole County, Florida (the “REA”) affecting the Property. Developer is relying upon the REA for master planning common infrastructure between the Property and Trust Property and permitting the Project with the City. Therefore, should the REA terminate and a substantially similar agreement or declaration not be of record providing for the master planning common infrastructure between the Property and the Trust Property, Developer shall be required obtain an amendment to the Final Engineering/Site Plan in order to demonstrate to the City that the Project can standalone on the Property relative to adequate access, parking, utilities, drainage and any 75 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 34 O F 38 other previously shared infrastructure under the REA. Further, should the Property be further divided in any manner not authorized by Section 28.0 of this Agreement, the City shall require, prior to the approval of the division of land, that the Developer demonstrate adequate access, parking, utilities and drainage including any other easements necessary for common infrastructure on the Property which is not already demonstrated by the REA or substantially similar agreement or declaration of record. E. The onsite wastewater collection system required to be constructed for the Project, up to the connection at the City’s manhole in Solaris Wharf Street, is to be owned and maintained by the Developer and/or future owners of the Property. F. The onsite potable water system required to be constructed for the Project, up to and including the meters at each building, is to be dedicated to the City for ownership and maintenance. A10-foot wide utility non-exclusive easement, centered over the water lines as shown in the Final Engineering Plans, shall be dedicated to the City and an appropriate bill of sale for the potable water system as described herein shall be delivered to the City prior to the issuance of any certiflcate of occupancy in a form acceptable to the City Attorney, free and clear of all liens. Upon completion and acceptance of the potable water system improvements by the City, the potable water system improvements shall be owned by the City and maintained, repaired and replaced by the City. In addition, the onsite irrigation system shall be connected to the City’s reuse system. The onsite irrigation system shall be owned and maintained by the Developer and/or future owners of the Property; provided, however, should any irrigation system and applicable meter be located on any single lot within the Project, then such system may be owned and maintained by the owner or occupant of such lot. The City’s meter for the reuse connection shall be located at the right-of-way line in an easement dedicated to the City in a form acceptable to the City Attorney prior to the issuance of any certiflcate of occupancy. G. Developer shall be required to plant at least 296 credits of new replacement trees, which shall include at least six (6) 10” d.b.h Quercus Virginia/Live Oaks to mitigate the removal of six (6) viable specimen trees on the Property. All required tree replacements shall be planted prior to the issuance of any flnal certiflcate of occupancy for any building on the Property. Tree replacements and landscaping shall be subject to the obligation of ongoing maintenance and replacement for the flrst two years following planting, at 76 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 35 OF 38 the Developer’s expense, if the City determines, after reasonable inspection, that any tree or landscaping has become severely diseased or damaged to the point that the viability of the tree or landscaping has been signiflcantly compromised. In the event that Developer fails to perform the necessary maintenance, repairs or replacements of any of the trees or landscaping, the City shall have the right, but not obligation, to conduct said maintenance, repairs or replacements and recover the actual cost thereof from the Developer. Prior to exercising that right, the City shall provide the Developer written notice and an explanation of the speciflc default and at least thirty (30) days in which to cure the default. If Developer fails to cure the default by the end of the cure period, the City may exercise its rights to maintain and replace at any time thereafter. The Developer shall additionally submit: (1) a $112,800.00 tree bank mitigation payment for trees that are not possible to replace on the Property; and (2) a Landscape Performance and Maintenance Bond in a form acceptable to the City Attorney ensuring planting and installation of all required trees and landscaping should the Project be abandoned after the Property has been cleared and proper maintenance of the trees for two (2) years after planting. The tree bank mitigation payment and Landscape Performance and Maintenance Bond shall be submitted prior to obtaining the flrst clearing and grading or building permit, whichever is earlier. H. No building in the Project shall exceed a height of three stories. I. The City Commission herein imposes certain use restrictions greater than those otherwise specifled in the Town Center zoning district to ensure any negative impacts of the commercial development are minimized and to ensure the future development is compatible with the surrounding uses. The following uses shall be permitted on the Property: 1.Alcoholic beverage sales (package) 2.Alcoholic beverage on-premises consumption 3.Art supplies and picture framing shops 4.Artists’ (such as painters, sculptures, and craft makers) studios 5.Alterations, Tailoring and Shoe Repair 6.Confectionary and ice cream stores (including outside dining) 7.Dance and music studios 8.Interior decorating and draperies 9.Pet shops and grooming 10.Photographic studios 11.Physical fltness and health clubs 77 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 36 O F 38 12.Professional and Business Offlces including: a.Advertising Agencies b.Bookkeeper c.Dental d.Insurance e.Medical (clinics and laboratories) f.Title Companies g.Travel Agency 13.Restaurants, sidewalk cafes 14.Retail uses as follows: a.Appliances, sales and service b.Antique and gift shop c.Bakery, including wholesale d.Bridal shop e.Bicycle, sales/service f.Bookstores, stationery, newsstands g.Butcher shop h.Carpets, rugs and linoleum i.Computers, hardware/software/sales/service j.Drug and sundry stores (including General stores, such as Dollar Tree, Family Dollar or Dollar General) k.Dry cleaner/ Tailoring shops l.Florist/Gift Shop m.Financial institutions, banks, savings/loan (Requires Conditional Use) n.Furniture o.Grocers, including wholesale p.Hardware store q.Health food/ Snack shop r.Hobby/ craft shop s.Jewelry t.Offlce and stationary supplies u.Paint store v.Quick printers w.Rental stores, excluding auto/truck rentals x.Sporting goods y.Toy stores z.Wearing apparel stores 15.Salon including nail, hair, and tanning 78 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 37 OF 38 There shall be no retail sales, manufacturing, or compounding of any products derived from the hemp plant or cannabis plant, including CBD (cannabidiol). J. All grass areas on the Property and Trust Property shall use Bahia grass. No St. Augustine grass or grass types with low drought tolerance shall be permitted. In accordance with the REA, the Developer shall elect to clear, grub, and seed/grass the Trust Property and diligently pursue the consent and approval of the Trust to perform such work in conjunction with the clearing, grading and landscaping of the Property. K. Dumpster service and trash pickup for the Project is prohibited earlier than 7 a.m. and later than 7 p.m. L. Commercial delivery trucks to the grocery, retail stores, and restaurants shall not be permitted to access the Property via Roberts Family Lane. M. Project construction shall be limited to Monday-Saturday 7:00 a.m. to 8:00 p.m. Construction shall be prohibited Sundays and on federal holidays. N. All parking area lighting shall be designed so as not to produce glare on adjacent residential properties. Security lighting shall be provided in areas accessible to the public during nighttime hours, and such lighting shall be on a time-clock or photo-sensor system. O. Prior to commencement of construction, the Developer shall submit for the City’s approval a plan detailing construction access and employee and contractor parking during construction. Employees and contractors and their equipment, materials and supplies shall not be parked or placed on Roberts Family Lane. The proposed development plan is in substantial compliance with the Comprehensive Plan. 79 P U B L I C H E A R I N G S A G E N D A I T E M 4 0 1 | M O N D A Y , F E B R U A R Y 8 , 2 0 2 1 | P A G E 38 OF 38 Attachments: Exhibit 1 – Vicinity Map Exhibit 2 – Aesthetic Review Exhibit 3 – Waiver Request Exhibit 4 – Final Engineering Plans / Site Plan Approval Exhibit 5 – Master Sign Plan Exhibit 6 – Specimen Tree Removal Letter Exhibit 7 – Development Agreement 80 Vicinity Map Parcel ID’s# 36-20-30-502-0000-0070 (Vacant), 36-20-30-502-0000-0080 (Vacant), 36-20-30-502-0000-0090 (Vacant), 26-20-30-5AR-0A00-008F (Former Pinch-A-Penny) SUBJECT PROPERTY 81 82 83 84 85 86 87 EXTERIOR PALETTE OPTION B: LIGHT PALETTE SWATCHES Nichiha Bark Spec-Brik Gardner Blend Aluminum Composite Panel Bright Silver EXTERIOR DESIGN GUIDELINES | 08.10.18 | 7 88 89 90 91 92 93 TREES CODE COMMON NAME ET EXISTING TREEPRESERVE AND PROTECT;CONTRACTOR LIABLE FOR DAMAGE CANOPY TREE CODE COMMON NAME AF FLORIDA FLAME RED MAPLESTRAIGHT, SINGLE, FL #1 MG SOUTHERN MAGNOLIASTRAIGHT, SINGLE LEADER, FULL, FL#1 PO AMERICAN SYCAMORESTRAIGHT, SINGLE LEADER, FULL, FL#1 QV SOUTHERN LIVE OAKSTRAIGHT, SINGLE LEADER, FULL, FL#1 TD BALD CYPRESSSTRAIGHT, SINGLE LEADER. FL #1 UD DRAKE ELMSTRAIGHT, SINGLE LEADER. FL #1 PALM CODE COMMON NAME SA SABAL PALMSTRAIGHT, SLICK, SINGLE LEADER,FL #1 UNDERSTORY TREE CODE COMMON NAME ED JAPANESE BLUEBERRY TREESTRAIGHT, SINGLE LEADER, FL #1, 4`CT LJ JAPANESE PRIVETMULTI-TRUNK, 4 TRUNK MIN, FULL,FL #1 LN WHITE CRAPE MYRTLE MULTI-TRUNKMULTI-TRUNK, 4 TRUNK MIN, FL #1 SHRUBS CODE COMMON NAME IB DWARF BURFORD HOLLYFULL SB SAND CORD GRASSFULL SC GREEN SCHEFFLERAFULL TF FLORIDA GAMAGRASSFULL VD DWARF WALTER`S VIBURNUMFULL VO SWEET VIBURNUMFULL GROUND COVERS CODE COMMON NAME AB ARGENTINE BAHIAGRASSTIGHT ROLLED, FREE OFINSECTS/DISEASE / TEMPORARILYIRRIGATED UNTIL ESTABLISHED BF STALKED BULBINEFULL DV FLAX LILYFULL EG BLUE DAZEFULL HD DUNE SUNFLOWERFULL PA2 ARGENTINE BAHIAGRASSSEED 35 LBS / ACRE SF FLORITAM ST. AUGUSTINE SODROLLED TIGHT, 100% INSECT / WEED/ DISEASE / DEBRIS FREE PLANT SCHEDULE WINTERSPRINGSMARKETPLACELANDSCAPEPLAN©L1.01 NORTH ROBERTS FAMILY LANE OCTOBER 2020 DOUBLE HEDGE @ MAINTAINED MATURE HEIGHTDOUBLE HEDGE @ TIME OF PLANTING ROBERTS FAMILY LANE BUFFER - PLAN VIEW CONTEXT MAP RIGHT OF WAYRIGHT OF WAY UNDERSTORY TREE UNDERSTORY TREE CANOPY TREECANOPY TREE EVERGREEN SHRUB EVERGREEN SHRUB SWEET VIBURNUM / VIBURNUM ODORATISSIMUMLIVE OAK / QUERCUS VIRGINIANA JAPANESE BLUEBERRY TREE / ELAEOCARPUS DECIPIENS ROBERTSFAMILY LANE TUSKAWILLAROADNATURES WAY STATEROAD434 SOL ARIS WHAR F STREET FUTUREEXPANSIONSPACE RETAILC 19,209SF FFE:47.00' RETAILB 10,000SF FFE:47.35' RETAILA 19,000SF FFE:47.35' BLDG.A 4,280SF FFE:47.00' OP22,325SFFFE:47.00' OP13,056SF FFE:47.00'TPFTPFTPFTPF TREES CODE COMMON NAME ET EXISTING TREEPRESERVE AND PROTECT;CONTRACTOR LIABLE FOR DAMAGECANOPY TREE CODE COMMON NAME AF FLORIDA FLAME RED MAPLESTRAIGHT, SINGLE, FL #1MGSOUTHERN MAGNOLIASTRAIGHT, SINGLE LEADER, FULL, FL#1 PO AMERICAN SYCAMORESTRAIGHT, SINGLE LEADER, FULL, FL#1QVSOUTHERN LIVE OAKSTRAIGHT, SINGLE LEADER, FULL, FL#1 TD BALD CYPRESSSTRAIGHT, SINGLE LEADER. FL #1UDDRAKE ELMSTRAIGHT, SINGLE LEADER. FL #1PALMCODECOMMON NAME SA SABAL PALMSTRAIGHT, SLICK, SINGLE LEADER,FL #1UNDERSTORY TREECODE COMMON NAME ED JAPANESE BLUEBERRY TREESTRAIGHT, SINGLE LEADER, FL #1, 4`CTLJJAPANESE PRIVETMULTI-TRUNK, 4 TRUNK MIN, FULL,FL #1 LN WHITE CRAPE MYRTLE MULTI-TRUNKMULTI-TRUNK, 4 TRUNK MIN, FL #1SHRUBSCODECOMMON NAMEIBDWARF BURFORD HOLLYFULL SB SAND CORD GRASSFULLSCGREEN SCHEFFLERAFULLTFFLORIDA GAMAGRASSFULLVDDWARF WALTER`S VIBURNUMFULLVOSWEET VIBURNUMFULL GROUND COVERS CODE COMMON NAME AB ARGENTINE BAHIAGRASSTIGHT ROLLED, FREE OFINSECTS/DISEASE / TEMPORARILYIRRIGATED UNTIL ESTABLISHED BF STALKED BULBINEFULL DV FLAX LILYFULL EG BLUE DAZEFULL HD DUNE SUNFLOWERFULL PA2 ARGENTINE BAHIAGRASSSEED 35 LBS / ACRE SF FLORITAM ST. AUGUSTINE SODROLLED TIGHT, 100% INSECT / WEED/ DISEASE / DEBRIS FREE PLANT SCHEDULE WINTERSPRINGSMARKETPLACELANDSCAPEPLAN©L1.01 NORTH 94 WA2020-0026 95 Tuskawilla Property Investor, LLC 06/29/2020 630 South Maitland Avenue, Suite 100, Maitland, FL 32751 RStahl@Equinox-Development.com 407-342-0277 Robbie & Edward Ondick 989 Greentree Dr, Winter Park, FL 32789 Winter Springs Marketplace State Road 434, Winter Springs, FL 32708 36-20-30-502-0000-0070; 36-20-30-502-0000-0080; 36-20-30-502-0000-0090; 26-20-30-5AR-0A00-008F 10.23 AC. Vacant and Commercial Commercial Town Center District Please see attached waiver cover letter included with this response Please see attached waiver cover letter included with this application. 96 Please see attached waiver cover letter included with this application. Please see attached waiver cover letter included with this application. Please see attached waiver cover letter included with this application. Please see attached waiver cover letter included with this application. Please see attached waiver cover letter included with this application. Please see attached waiver cover letter included with this application. 97 X X X X X X X 98 Tuskawilla Property Investors, LLC State Road 434, Winter Springs, FL 32708 36-20-30-502-0000-0070 FL Seminole 99 100 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 January 21, 2021 Ms. Marla Molina, Senior City Planner City of Winter Springs Community Development Department 1126 State Road 434 Winter Springs, Florida 32708 Subject: Waiver Application Justification Winter Springs Marketplace Site Plan Case No.: SP2020-0018 Please find attached plans and additional supporting documents for the waiver request from the City of Winter Springs Code Sections listed below. 1) Section 16-51 – Definitions a) A waiver from Winter Springs City Code Sec 16-51, to allow the copy area of wall signs to be measured as one (1) rectangle per row of text or symbols up to a maximum of three (3) rectangles, in lieu of the whole wall sign being measured as one (1) single rectangle. 2) Section 16-80 – Limitations on Certain on-premises signs including attached to buildings a) A waiver from Winter Springs City Code Sec. 16-80 to allow a maximum copy area of seventy-two (72) square feet per sign face for the two (2) multi-tenant “shopping center” ground signs indicated on the signage site plan in lieu of thirty-two (32) square feet. 3) Section 20-325 – Transect Standards – Lot Design Guidelines Table a) A waiver is requested from Winter Springs City Code Sec. 20-325 to allow a minimum 15% frontage buildout at the front setback as required under the T5 transect in lieu of the 20% minimum specified. b) A waiver is requested from Winter Springs City Code Sec. 20-325 to allow a maximum 67.75- ft front setback in lieu of the 50-ft max setback specified. 4) Section 20-324.6 – General Provisions – Drive-throughs a) A waiver is requested from Winter Springs City Code Sec. 20-324.(6) to allow the drive- through service windows for Buildings B and C at the side of the buildings in lieu of in the rear or alley of the buildings. 5) Section 20-327.1 – Signs a) A waiver from the table at the end of Winter Springs City Code Sec. 20-327.1 to allow wall signs to have a maximum copy height of twelve (12) feet in lieu of three (3) feet. b) A waiver from the table at the end of Winter Springs City Code Sec. 20-327.1 to allow wall signs to have a maximum letter height of forty-two (42) inches in lieu of eighteen (18) inches. 101 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 6) Section 20-327.1.(a) – General Requirements a) A waiver as provided for in Winter Springs City Code Sec. 20-327.1.(a) to allow monument- style ground signs on properties located along SR-434 within the Town Center, which includes this property. Four (4) such signs are proposed. Please see the signage site plan for the location of these proposed signs. b) A waiver from Winter Springs City Code Sec. 20-327.1(a) to allow monument-style ground signs and permanent menu boards to be internally illuminated in lieu of only individual letters and symbols being internally illuminated. 7) Section 20-327.1.(b) – Finish Materials a) A waiver from Winter Springs City Code Sec. 20-327.1(b) to allow the use of plastic finishes on internally illuminated monument-style ground signs and permanent menu boards in lieu of being limited to wood, metal, canvas, neon, and paint. 8) Section 20-327.1.(d)(9) – Sign Standards: Specific to Sidewalk Signs (Menu Board Signs) a) A waiver from Winter Springs City Code Sec. 20-327.1(d)(9)a to allow menu boards to be permanent when installed on private property in lieu of temporary. 9) Section 20-605 – Streetscape Requirements (Per Ordinance 2020-02) a) A waiver is requested from Winter Springs City Code Sec. 20-605 (Ordinance 2020-02) to allow a 13-ft onsite landscape buffer with canopy trees, a meandering 6-ft offsite sidewalk, and interspersed understory trees between back of sidewalk and front of sidewalk within the R/W. The requested streetscape buffer modification will provide the 27-ft buffer as required by code. This request will be in lieu of the required 5-ft landscape area adjacent to the R.O.W., followed by a 6-ft sidewalk, and a 16-ft landscape and treescape area (total 27- ft). The following is an itemized discussion to each of the twelve (12) waiver justification questions included with this request package. 1. Demonstrate that the applicable term or condition clearly creates an illogical, impossible, impractical, or patently unreasonable result related to the proposed property and development? 1a) A waiver from Winter Springs City Code Sec 16-51, to allow the copy area of wall signs to be measured as one (1) rectangle per row of text or symbols up to a maximum of three (3) rectangles, in lieu of the whole wall sign being measured as one (1) single rectangle is requested. When wall signs have significant blank space between lines of text, this blank space does not contribute to visual clutter and therefore should not count against copy area. The requirement for using a single shape creates a bias in favor of signage design that is boxy and densely fills the allotted shape. Signage designs that make significant use of blank space are effectively forced to reduce their copy area because blank space that is not part of the copy is nonetheless counted against the copy area limit. Providing some flexibility in the copy area calculation method will curb the effect of this bias, allowing a more accurate representation of the actual copy area being used by a given design. The limit of three rectangles will prevent this additional flexibility from being abused. 102 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 2a) A waiver allowing a maximum copy area of seventy-two (72) square feet per sign face for the two (2) multi-tenant “shopping center” ground signs identified on the signage site plan, in lieu of thirty-two (32) square feet is requested. The two (2) multi-tenant signs that will make use of this waiver are serving the anchor tenants at the rear of the development, meaning that their building-mounted signage has correspondingly lower visibility (and hence less visual clutter) when viewed from the street. The requested increase in copy area provides these tenants with necessary street visibility while maintaining a pleasant streetscape as shown in the street-view renderings included with this package. This property is at the intersection of two major roads: SR 434 and Tuskawilla, which are respectively six (6) lanes wide and five (5) lanes wide along the frontage of this property, and both have planted medians. Visibility from these wide, fast, car-oriented roads will be necessary to sustain the businesses in this development. 3a) The waiver allowing a minimum 15% frontage buildout in lieu of the 20% requirement is required in order to maintain proper site circulation. Given the drive-thru associated with the QSR use for Buildings B and C additional vehicular access is needed around these to provide adequate circulation and limit stacking at ingress and egress points. In addition, each parcel is required by City criteria to stand on its own per development. Parking areas line the vehicular access routes as another feature allowing each lot to stand on its own. 3b) The waiver allowing a maximum 67.75-ft front building setback in lieu of the 50-ft setback is requested in order to better accommodate the streetscape requirements detailed within Section 20-605 of the City’s Code. The applicant has provided an enhanced onsite landscape buffer along SR 434 to meet the canopy tree streetscape requirements. The canopy trees that would otherwise be adjacent to the SR 434 roadway have been located on site in order to avoid overhead and underground utilities. The right-turn lane in front of the site limit the amount of room available for the canopy trees immediately adjacent to SR 434. The applicant has made additional efforts to bring the buildings as close to the 50-ft maximum as possible. The drive aisle along the front of Buildings A & B has a 22-ft width and the associated front parking spaces have 18-ft lengths. These changes in addition to the 12-ft right-turn lane streetscape encroachment along the 434 frontage bring the total requested variance from code to nearly 10%. 4a) The waiver allowing drive-thru service windows on the side of Buildings B and C in lieu of the rear or alley of the building is required due to the area limitations in the vicinity of these buildings. Rotating these buildings to locate the drive-throughs at the rear would impact the amount of parking the parcel would be able to provide. If the buildings are rotated with rear drive-throughs, the buildable area in the Future Development parcel area would be negatively impacted in order to achieve sufficient parking for Buildings B and C. 103 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 5a) A waiver requesting to allow wall signs to have a maximum copy height of twelve (12) feet in lieu of three (3) feet is requested. The total allowable copy area for wall signs will remain the same 1.5-sf per linear foot of building frontage as set forth in Winter Springs City Code Sec. 16-80 and 20-327.1. The increase in copy height is requested based on this property's situation at the intersection of two wide, fast, car-oriented roads, and the car-oriented development pattern that such roads necessitate. This means the buildings will be placed at a greater distance from the road than the original sign height limits account for and will therefore need to be taller to remain legible at a distance. But to reiterate, while the height of the signs is increasing, the total allowable copy area is not. 5b) A waiver requesting to allow wall signs to have a maximum letter height of forty-two (42) inches in lieu of eighteen (18) inches is requested. The total allowable copy area for wall signs will remain the same 1.5-sf per linear foot of building frontage as set forth in Winter Springs City Code Sec. 16-80 and 20-327.1. The increase in letter height is requested based on this property's situation at the intersection of two wide, fast, car-oriented roads, and the car-oriented development pattern that such roads necessitate. This means the buildings will be placed at a greater distance from the road than the original letter height limits account for and will therefore need to be taller to remain legible at a distance. But to reiterate, while the height of the letters is increasing, the total allowable copy area is not. 6a) The waiver allowing monument-style ground signs along SR-434 within the Town Center is required as a result of location. This property is at the intersection of two major roads: SR 434 and Tuskawilla, which are respectively six (6) lanes wide and five (5) lanes wide along the frontage of this property, and both have planted medians. Visibility from these wide, fast, car-oriented roads will be necessary to sustain the businesses in this development. Monument-style ground signs are the norm for this type of development, including at comparable properties just down the street, within the SR 434 overlay district. In the case of the gas station across the street in Tuskawilla, there is a precedent that is actually within the Town Center district. Given this, and the fact that the property in question is near the edge of the Town Center district, we believe that allowing these monument-style signs is both fair and will not harm the city's intent within the Town Center. The proposed signs include: • One (1) short multi-tenant ground sign on the SR434 frontage serving the nearby outparcel buildings. • One (1) single-tenant ground sign, for the remaining proposed outparcel building. • Two (2) multi-tenant ground signs serving the rear tenants, which equates to one (1) for each right-of-way frontage. The total right-of-way frontage is longer than five hundred (500) feet on a major road. 104 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 6b) A waiver allowing monument-style ground signs and permanent menu boards to be internally illuminated in lieu of only individual letters and symbols being internally illuminated is requested. The prohibition on internally lit backgrounds for wall signs will remain intact. This waiver only allows backgrounds to be internally illuminated on monument signs. Internally illuminated backgrounds are the norm for commercial monument signs, and are already common along both SR434 and Tuskawilla, including on comparable properties just down the street within the SR 434 overlay district. In the case of the gas station across the street in Tuskawilla, there is a precedent that is actually within the Town Center district. The use of internally illuminated backgrounds is appropriate to the scale and speed of these adjacent major roads, which is also the circumstance that justifies the presence of monument signs. If the city chooses to acknowledge such circumstances are present by granting the Section 20-327.1(a) waiver request to permit monument signs on this property, it is reasonable that the city would also permit the use of design and construction techniques common to monument signs. 7a) A waiver allowing the use of plastic finishes on internally illuminated monument-style ground signs and permanent menu boards in lieu of being limited to wood, metal, canvas, neon, and paint is requested. The Town Center code allows for individually cut letters to be internally illuminated, so in practice some allowance for the use of plastics is already made. Translucent plastic is a necessary component of internally illuminated signs; therefore, this waiver would be necessary for the practical exercise of the waivers allowing internal illumination of monument signs and permanent menu boards. 8a) A waiver allowing menu boards to be permanent when installed on private property in lieu of temporary is requested. The existing design standards for menu boards do not account for drive thru restaurants. If the proposed drive-thru use is approved for this property, then a permanent menu board serving the drive thru will be required. This waiver only applies to menu boards installed on private property. No permanent signs will be installed on sidewalks or public property. The proposed menu board is facing away from the public right- of-way and will be sized consistent with industry-standard drive-thru menu boards, such as that already in use by Starbucks and McDonalds across the street from this development. The proposed menu board will be constructed to the same weather-resistance and wind- loading standards as any other permanent exterior sign per applicable building codes. 9a) The waiver allowing modification to the S.R. 434 & Tuskawilla streetscape configuration and plant species is required due to conflicts with existing utilities, sidewalks, and a right turn lane within the R.O.W. Existing underground and overhead utilities within the R.O.W. currently limit the planting of trees in the configuration required by code. City Code requires a 27-ft streetscape buffer from R.O.W.’s edge of pavement. Under normal circumstances there is adequate space from the edge of the roadway to proposed development to provide for the streetscape buffer as shown in Ordinance 2020-02. The Winter Springs Marketplace property has an existing right-turn lane along the majority of 105 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 the SR-434 boundary which removes 12-ft of space the site is able to utilize for the streetscape buffer. Approximately 17-ft is provided between the property line and the edge of pavement within the right turn lane. There is existing water main, overhead electric, gas, and underground electric within this distance. An existing 5-ft sidewalk runs along the SR- 434 and Tuskawilla Road site boundaries. In an effort to work with City Staff, the applicant has agreed to place canopy trees within the limits of the onsite landscape buffer. Understory trees will be interspersed among the proposed onsite canopy trees. The existing sidewalk within the R/W will be upgraded to a 6-ft sidewalk in areas adjacent to proposed development. In the R/W, understory trees will be placed between back of curb and front of sidewalk. The proposed configuration will provide the 6-ft sidewalk required by code and allow for canopy trees within the streetscape buffer. Placing the canopy trees onsite rather than in the R/W will help prevent conflicts with the overhead utilities once the trees reach maturity. The addition of the understory trees within the R/W will help enhance the streetscape buffer for pedestrians and vehicular traffic. Existing utilities within the R/W will be adjusted to follow the routing of the new 6-ft sidewalk. Although this layout will be different than the streetscape layout it will still meet the intent of the streetscape requirements. 2. Demonstrate that the proposed development plan is in substantial compliance with Chapter 20 of the City’s Code of Ordinances and in compliance with the Comprehensive Plan? With the exception of the waivers detailed above, the proposed project meets the remaining requirements set forth in Section 20 of the City of Winter Springs Code. The site design previously underwent a full review in which the site design was further fine-tuned to incorporate all the changes requested by Staff to meet City Code. 3. Will the proposed development plan significantly enhance the real property? The majority of the property is currently undeveloped and vegetated with upland wooded areas. The eastern corner of the site is an old abandoned Pinch-A-Penny location. Proposed development will enhance the property by providing a developed and landscaped cohesive look that complements the surrounding retail and residential areas. 4. Will the proposed development plan serve the public health, safety, and welfare of the City of Winter Springs? The proposed development hopes to serve the Winter Springs public health and welfare by bringing a fitness club tenant and a dentist tenant under contract. Development of the property will serve Winter Springs safety by replacing the abandoned Pinch-A-Penny and overgrown undeveloped lot with clean, well lit, and secure facilities available for public access. The onsite drainage system also benefits public health and welfare with the increased water quality and nutrient removal benefits it provides to waters leaving the site. The increased commercial tax base provided as a result of this project will reduce the burden on City of Winter Springs residents. 106 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 5. Will the waiver diminish property values in or alter the essential character of the surrounding neighborhood? The waiver will not diminish the property values and seeks to maintain the essential character of the surrounding neighborhood. 6. Is the waiver request the minimum waiver that will eliminate or reduce the illogical, impossible, impractical, or patently unreasonable result caused by the applicable term or condition under Chapter 20 – Zoning? The requested waiver is the minimum waiver that will eliminate the unreasonable conditions caused by the sections of code detailed above in the introduction of this letter. 7. Is the proposed development plan compatible and harmonious with the surrounding neighborhood? The proposed development plan is compatible and harmonious with the surrounding neighborhood. The development will complement the surrounding similar QSR, grocery, fitness club, and medical uses. Roberts Family Lane and Natures Way neighbors were involved early- on to address concerns with the proposed development. The site buffers along the residential areas incorporate input from meetings with the neighbors in further efforts to provide a site that is harmonious with the surrounding neighborhood. If you have any further questions, please do not hesitate to contact our office or email me at jonathan.martin@kimley-horn.com. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Jonathan A. Martin Principal K:\ORL_Civil\149170016-Winter Springs Marketplace\AGENCY PERMITS\WinterSprings\APPLICATIONS\Waiver Aplication\2021-01-21 - Waiver Letter - Eleven18 Edit.docx 107 108 109 110 111 PREPARED BY DEVELOPMENT TEAM OWNER/DEVELOPER TUSKAWILLA PROPERTY INVESTORS LLC. 630 S. MAITLAND AVE., SUITE 100 MAITLAND, FL 32751 CONTACT: RYAN STAHL PHONE: (407) 628-0077 EMAIL: Rstahl@equinox-development.com ENGINEER KIMLEY HORN AND ASSOCIATES, INC. 189 S. ORANGE AVE., SUITE 1000 ORLANDO, FL 32801 CONTACT: JONATHAN A. MARTIN, P.E. PHONE: (407) 898-1511 EMAIL: jonathan.martin@kimley-horn.com LOCATION MAP Scale: 1"=1000' SITE SECTION 21, TOWNSHIP 21S, RANGE 31E NORTH LEGAL DESCRIPTION UTILITY PROVIDERS GAS: FLORIDA PUBLIC UTILITIES CO. 450 S. HWY 17-92 DEBARY, FL 33713 CONTACT: DAVID JOHNSON PHONE: (352) 636-7057 TELEPHONE: AT&T 132 COMMERCE WAY SANFORD, FL 32771 CONTACT: SCOTT LORENZ PHONE: (407) 302-7611 CITY OF WINTER SPRINGS 1126 E. S.R. 434 WINTER SPRINGS, FL 32708 CONTACT: DILLON THOMAS PHONE: (407) 327-1800 EXT 588 WATER, SEWER AND REUSE: DUKE ENERGY 2801 WEST STATE ROAD 426 OVIEDO, FL 32765 CONTACT: BENITA ROSTEL PHONE: (407) 359-4447 POWER : DEVELOPMENT PLANS WINTER SPRINGS MARKETPLACE CITY OF WINTER SPRINGS, FLORIDA DECEMBER 23, 2020 PARCEL NOs: 36-20-30-502-0000-0070, 36-20-30-502-0000-0080, 36-20-30-502-0000-0090, 26-20-30-5AR-0A00-008F CHARTER COMMUNICATIONS 3767 ALL AMERICAN BLVD. ORLANDO, FL 32810 CONTACT: RAMON NUNEZ PHONE: (407) 215-5870 CABLE : FOR AERIAL MAP N.T.S. NORTH ‘ LANDSCAPE ARCHITECT KIMLEY HORN AND ASSOCIATES, INC. 189 S. ORANGE AVE., SUITE 1000 ORLANDO, FL 32801 CONTACT: SCOTT MINGONET, PLA, AICP PHONE: (407) 898-1511 EMAIL: scott.mingonet@kimley-horn.com SURVEYOR SHANNON SURVEYING, INC 498 NORTH S.R.434, SUITE 2045 ALTAMONTE SPRINGS, FL 32714 CONTACT: JAMES R. SHANNON, P.L.S. PHONE: (407) 774-8372 EMAIL: shannosurv@aol.com SITE Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 GENERAL NOTES C1.1 GENERAL NOTES C2.0 SWPPP C2.1 SWPPP DETAILS C3.0 EXISTING CONDITIONS AND DEMOLITION C4.0 OVERALL SITE PLAN C4.1 SITE PLAN C4.2 SITE PLAN C4.3 SR-434 DRIVEWAY SIGNAGE AND PAVEMENT MARKING PLAN C5.0 OVERALL GRADING PLAN C5.1 GRADING PLAN C5.2 GRADING PLAN C5.3 SECTIONS C5.4 OFF-SITE SECTIONS C6.0 OVERALL DRAINAGE PLAN C6.1 DRAINAGE PLAN C6.2 DRAINAGE PLAN C7.0 OVERALL UTILITY PLAN C7.1 UTILTY PLAN C7.2 UTILITY PLAN C8.0 TRUCK ROUTING PLAN C8.1 TRUCK ROUTING PLAN C8.2 TRUCK ROUTING PLAN C9.0 CONSTRUCTION DETAILS C9.1 CONTROL STRUCTURE DETAILS C9.2 CONTECH DETAILS C9.3 CONTECH DETAILS C9.4 CONTECH DETAILS C9.5 CONTECH DETAILS C9.6 CONTECH DETAILS C9.7 CONTECH DETAILS C10.0 UTILITY DETAILS C10.1 UTILITY DETAILS C10.2 UTILITY DETAILS L0.50 TREE MITIGATION PLAN L0.51 TREE MITIGATION PLAN L0.52 TREE MITIGATION SPECIFICATIONS L1.00 LANDSCAPE PLAN L1.01 LANDSCAPE PLAN L1.02 LANDSCAPE PLAN L1.03 LANDSCAPE PLAN L1.04 LANDSCAPE PLAN L1.05 LANDSCAPE PLAN L1.06 LANDSCAPE PLAN L1.07 LANDSCAPE PLAN L1.08 STREETSCAPE ENLARGMENT L1.50 LANDSCAPE DETAILS L1.51 LANDSCAPE SPECIFICATIONS L2.00 IRRIGATION PLAN L2.01 IRRIGATION PLAN L2.02 IRRIGATION PLAN L2.03 IRRIGATION PLAN L2.04 IRRIGATION PLAN L2.05 IRRIGATION PLAN L2.06 IRRIGATION PLAN L2.50 IRRIGATION DETAILS L2.51 IRRIGATION SPECIFICATIONS L4.00 LIGHTING PLAN 112 WINTER SPRINGSMARKETPLACEGENERAL NOTES©C1.0 GENERAL PAVEMENT MARKING AND SIGNAGE STORM DRAINAGE SYSTEM TREES AND VEGETATION DEMOLITION SAFETY EARTHWORK / GRADING / DEMUCKING PROCEDURES DEWATERING NOTES 113 WINTER SPRINGSMARKETPLACEGENERAL NOTES©C1.1 CONTRACTOR'S AS-BUILT PAVING, GRADING AND DRAINAGE PAVING/GRADING TESTING AND INSPECTION SANITARY SYSTEM SANITARY TESTING AND INSPECTION POTABLE WATER SYSTEM POTABLE WATER TESTING AND INSPECTION F.D.O.T. RIGHT-OF-WAY WORK GENERAL NOTES 114 -CLEANING SUPPLIES -DETERGENTS -MASONARY BLOCK/BRICKS -PAINT -WOOD ITEMS REQUIRING POLLUTION PREVENTION THE FOLLOWING ITEMS ARE EXPECTED TO BE PRESENT ON THE PROJECT SITE: -ASPHALT -CONCRETE -FERTILIZERS -METAL PIECES -PETROLEUM BASED PRODUCTS -TAR THE FOLLOWING ARE NON-STORM WATER SOURCES THAT WILL BE ENCOUNTERED AT THE SITE AND SHOULD BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE: -UNCONTAMINATED GROUNDWATER EXPOSED DURING EXCAVATION -WATER FROM WATER LINE FLUSHING -PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). SPILL PREVENTION AND CONTROL THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING -SUPERINTENDENT SHALL INSPECT PROJECT AREA DAILY FOR PROPER STORAGE, USE, AND DISPOSAL OF CONSTRUCTION MATERIALS. -STORE ONLY ENOUGH MATERIAL ON SITE FOR PROJECT COMPLETION. -ALL SUBSTANCES SHOULD BE USED BEFORE DISPOSAL OF CONTAINER. -ALL CONSTRUCTION MATERIALS STORED SHALL BE ORGANIZED AND IN THE PROPER CONTAINER AND IF POSSIBLE, STORED UNDER A ROOF OR PROTECTIVE COVER. -PRODUCTS SHALL NOT BE MIXED UNLESS DIRECTED BY THE MANUFACTURER. -ALL PRODUCTS SHALL BE USED AND DISPOSED OF ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. HAZARDOUS PRODUCTS -MATERIALS SHOULD BE KEPT IN ORIGINAL CONTAINER WITH LABELS UNLESS THE ORIGINAL CONTAINERS CANNOT BE RESEALED. IF ORIGINAL CONTAINERS CANNOT BE USED, LABELS AND PRODUCT INFORMATION SHALL BE SAVED. -PROPER DISPOSAL PRACTICES SHALL ALWAYS BE FOLLOWED IN ACCORDANCE WITH MANUFACTURER AND LOCAL/STATE REGULATIONS. PRODUCT SPECIFIC PRACTICES -PETROLEUM PRODUCTS MUST BE STORED IN PROPER CONTAINERS AND CLEARLY LABELED. VEHICLES CONTAINING PETROLEUM PRODUCTS SHALL BE PERIODICALLY INSPECTED FOR LEAKS. PRECAUTIONS SHALL BE TAKEN TO AVOID LEAKAGE OF PETROLEUM PRODUCTS ON SITE. -THE MINIMUM AMOUNT OF FERTILIZER SHALL BE USED AND MIXED INTO THE SOIL IN ORDER TO LIMIT EXPOSURE TO STORM WATER. FERTILIZERS SHALL BE STORED IN A COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. -PAINT CONTAINERS SHALL BE SEALED AND STORED WHEN NOT IN USE. EXCESS PAINT MUST BE DISPOSED OF IN AN APPROVED MANNER. -CONCRETE TRUCKS SHALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: -SPILL CLEANUP INFORMATION SHALL BE POSTED ON SITE TO INFORM EMPLOYEES ABOUT CLEANUP PROCEDURES AND RESOURCES. -THE FOLLOWING CLEAN-UP EQUIPMENT MUST BE KEPT ON-SITE NEAR THE MATERIAL STORAGE AREA: GLOVES, MOPS, RAGS, BROOMS, DUST PANS, SAND, SAWDUST, LIQUID ABSORBER, GOGGLES, AND TRASH CONTAINERS. -ALL SPILLS SHALL BE CLEANED UP AS SOON AS POSSIBLE. -WHEN CLEANING A SPILL, THE AREA SHOULD BE WELL VENTILATED AND THE EMPLOYEE SHALL WEAR PROPER PROTECTIVE COVERING TO PREVENT INJURY. -TOXIC SPILLS MUST BE REPORTED TO THE PROPER AUTHORITY REGARDLESS OF THE SIZE OF THE SPILL. -AFTER A SPILL, THE PREVENTION PLAN SHALL BE REVIEWED AND CHANGED TO PREVENT FURTHER SIMILAR SPILLS FROM OCCURRING. THE CAUSE OF THE SPILL, MEASURES TO PREVENT IT, AND HOW TO CLEAN THE SPILL UP SHALL BE RECORDED. -THE SUPERINTENDENT SHALL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR AND IS RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS. THE SUPERINTENDENT ALSO OVERSEES THE SPILL PREVENTION PLAN AND SHALL BE RESPONSIBLE FOR EDUCATING THE EMPLOYEES ABOUT SPILL PREVENTION AND CLEANUP PROCEDURES. STORMWATER POLLUTION PREVENTION PLAN MAINTENANCE AND INSPECTION PRACTICES THE FOLLOWING ARE MAINTENANCE AND INSPECTION PRACTICES THAT SHALL BE COMPLETED BY THE CONTRACTOR: -ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE CHECKED DAILY AND AFTER EACH 0.5 INCH OR GREATER RAINFALL BY THE SUPERINTENDENT OR SOMEONE UNDER HIS/HER DIRECT SUPERVISION. -ALL SEDIMENT AND EROSION CONTROL METHODS SHALL BE KEPT IN GOOD CONDITION. REPAIRS MUST BE MADE WITHIN 24 HOURS OF REPORT. -THE SILT FENCE SHALL BE INSPECTED PERIODICALLY FOR HEIGHT OF SEDIMENT AND CONDITION OF FENCE. -THE SILT FENCE SHALL BE CLEARED OF SEDIMENT WHEN SEDIMENT MEASURES ONE-THIRD THE HEIGHT OF THE FENCE. -THE SEDIMENT BASINS/DITCHES SHALL BE CHECKED MONTHLY FOR DEPTH OF SEDIMENT. THEY SHALL BE CLEANED WHEN SEDIMENT REACHES 10% OF TOTAL CAPACITY AND AFTER CONSTRUCTION IS COMPLETE. -DIVERSION DIKES SHALL BE INSPECTED MONTHLY. ANY BREACHES SHALL BE PROMPTLY REPAIRED. -ALL SEEDING SHALL BE CHECKED FOR PROPER GROWTH AND UNIFORMITY. UNSTABALIZED AREAS SHALL BE RE-SODDED. -A MAINTENANCE REPORT SHALL BE COMPLETED DAILY AFTER EACH INSPECTION OF THE SEDIMENT AND EROSION CONTROL METHODS. THE REPORTS SHALL BE FILED IN AN ORGANIZED MANNER AND RETAINED ON-SITE DURING CONSTRUCTION. AFTER CONSTRUCTION IS COMPLETED, THE REPORTS SHALL BE SAVED FOR AT LEAST THREE YEARS. THE REPORTS SHALL BE AVAILABLE FOR ANY AGENCY THAT HAS JURISDICTION OVER EROSION CONTROL. -THE SUPERINTENDENT SHALL ORGANIZE THE TRAINING FOR INSPECTION PROCEDURES AND PROPER EROSION CONTROL METHODS FOR EMPLOYEES THAT COMPLETE INSPECTIONS AND REPORTS. ADDITIONAL CONTRACTOR RESPONSIBILITIES -C.O.R. IS REQUIRED TO SUBMIT A SWPPP TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO MOBILIZING TO THE SITE AND INSTALLING ANY BMPS. -C.O.R. IS REQUIRED TO COMPLY WITH THE REGULATIONS OF THE CITY, WATER MANAGEMENT DISTRICT, AND FDEP IN MANAGING STORMWATER RUNOFF FROM CONSTRUCTION SITES. -C.O.R. IS REQUIRED TO SUBMIT AND OBTAIN A NOTICE OF INTENT FROM FDEP FOR THIS PROJECT. POLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. SIGNED: _____________________________________ DATE:__________________ JONATHAN A. MARTIN, P.E. FLORIDA REGISTRATION NUMBER: 54055 PROFESSIONAL ENGINEER CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FORM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER. EROSION AND SEDIMENT CONTROLS BEST MANAGEMENT PRACTICES SHALL BE USED FOR THIS PROJECT TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN-OFF. THE LOCATION AND DETAILS OF EROSION CONTROL METHODS ARE SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR PLACING AND MAINTAINING THESE CONTROL METHODS AS SHOWN ON THE PLANS OR AS REQUIRED. HE/SHE SHALL ALSO PROVIDE THE REQUIRED EROSION PROTECTION AS REQUIRED BY LOCAL, STATE AND FEDERAL LAW. STORM WATER MANAGEMENT STORM WATER COLLECTION SHALL BE MANAGED BY A PROPOSED WET AND DRY POND SYSTEM, AS WELL AS A PROPOSED EXFILTRATION SYSTEM. THE POND SYSTEM HAS BEEN DESIGNED TO MEET OR EXCEED ALL THE REQUIREMENTS OF ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND CITY OF WINTER SPRINGS, FL. STABILIZATION PRACTICES: TEMPORARY STABILIZATION - TOPSOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASE, SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY IN THAT AREA. THE TEMPORARY SEED REQUIRED CAN BE FOUND IN TABLE 1.65 A OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, WHERE SOILS ARE ACIDIC 2 TONS OF PULVERIZED AGRICULTURAL LIMESTONE SHOULD BE ADDED PER ACRE AND 450 POUNDS OF 10-20-20 FERTILIZER SHALL BE APPLIED TO EACH ACRE. AFTER SEEDING, EACH AREA SHALL BE IMMEDIATELY MULCHED WITH STRAW OR EQUIVALENT EQUAL. AREAS OF THE SITE WHICH ARE TO BE PAVED SHALL BE TEMPORARILY STABILIZED BY APPLYING GEOTEXTILE AND STONE SUB-BASE UNTIL BITUMINOUS PAVEMENT CAN BE APPLIED. PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES PERMANENTLY CEASE SHALL BE STABILIZED WITH PERMANENT SEED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY. THE APPROPRIATE PERMANENT SEED MIX CAN BE FOUND IN TABLES 1.66A, 1.66B AND 1.66C OF THE FLORIDA DEVELOPMENT MANUAL. PRIOR TO SEEDING, 2 TONS/ACRE OF FINELY GROUND AGRICULTURAL LIMESTONE AND THE PROPER FERTILIZER BASED ON THE TYPE OF SEEDING SHALL BE APPLIED TO EACH ACRE TO PROVIDE PLANT NUTRIENTS. AFTER SEEDING, EACH AREA SHALL BE MULCHED IMMEDIATELY. ALL RETENTION/DETENTION BASINS SHALL BE SODDED AT LEAST TO THE NORMAL WATER LINE. ALL EXPOSED AREAS WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE SOLID SODDED, OTHER AREAS WITH SLOPES STEEPER THAN 4:1 SHALL BE SODDED. STRUCTURAL PRACTICES: EARTH DIKE - IF REQUIRED, AN EARTH DIKE SHALL BE CONSTRUCTED ALONG THE SITE PERIMETER. A PORTION OF THE DIKE SHALL DIVERT RUN-ON AROUND THE CONSTRUCTION SITE. THE REMAINING PORTION OF THE DIKE SHALL COLLECT RUNOFF FROM THE DISTURBED AREA AND DIRECT THE RUNOFF TO THE SEDIMENT BASIN. SEDIMENT BASIN - A SEDIMENT BASIN SHALL BE CONSTRUCTED IN THE COMMON DRAINAGE AREA FOR THE SITE. ALL SEDIMENT COLLECTED IN THE BASIN MUST BE REMOVED FROM THE BASIN UPON COMPLETION OF CONSTRUCTION. SEDIMENT FROM THE BASIN MAY BE USED AS FILL ON THE SITE IF IT IS SUITABLE SOIL. WASTE DISPOSAL WASTE MATERIALS - ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A METAL DUMPSTER WITH A SECURE LID IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN THE DUMPSTER. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITIES TO HAVE THE DUMPSTER EMPTIED AT LEAST TWICE A WEEK AND THE WASTE TAKEN TO AN APPROPRIATE LANDFILL. NO CONSTRUCTION WASTE MATERIALS SHALL BE BURIED ON SITE. THE SUPERINTENDENT SHALL ORGANIZE TRAINING FOR THE EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH WASTE MATERIALS. THE SUPERINTENDENT SHALL BE RESPONSIBLE FOR POSTING AND ENFORCING WASTE MATERIAL PROCEDURES. HAZARDOUS WASTE - HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS OR AS DIRECTED BY THE MANUFACTURER. THE SUPERINTENDENT SHALL ORGANIZE THE PROPER TRAINING FOR EMPLOYEES IN THE PROPER PRACTICES WHEN DEALING WITH HAZARDOUS WASTE MATERIALS. THESE PROCEDURES SHALL BE POSTED ON THE SITE. THE PERSON WHO MANAGES THE SITE SHALL BE RESPONSIBLE FOR ENFORCING THE PROCEDURES. SANITARY WASTE - SANITARY WASTE SHALL BE COLLECTED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL AND STATE LAWS. THE SUPERINTENDENT SHALL COORDINATE WITH THE LOCAL UTILITY FOR COLLECTION OF THE SANITARY WASTE AT LEAST THREE TIMES A WEEK TO PREVENT SPILLAGE ONTO THE SITE. OFF-SITE TRACKING A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED TO REDUCE SEDIMENT TRACKING OFFSITE. THE CONTRACTOR SHALL PROMPTLY REMOVE ALL MUD, DIRT, OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING PUBLIC ROADS AND FACILITIES, DUE TO CONSTRUCTION. ALL TRUCKS HAULING MATERIALS OFFSITE SHALL BE COVERED WITH A TARPAULIN. DUST & DEBRIS CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL WITHIN THE CONSTRUCTION LIMITS AS WELL AS ALONG HAUL ROUTES AND ROADWAYS USED BY THE EQUIPMENT AND VEHICLES. THE CONTRACTOR SHALL ENSURE THAT EXCESSIVE DUST IS NOT TRANSPORTED BEYOND THE LIMITS OF CONSTRUCTION IN POPULATED AREAS. THE CONTRACTOR MAY CONTROL DUST FOR EMBANKMENTS OR OTHER CLEARED OR UNSURFACED AREAS BY APPLYING WATER. INSTALL MULCH, SEED, SOD, OR TEMPORARY PAVING AS EARLY AS PRACTICAL. CONTROL DUST DURING STORAGE AND HANDLING OF DUSTY MATERIALS BY WETTING, COVERING, OR OTHER MEANS AS APPROVED BY THE ENGINEER. DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE ON THE PROJECT SITE. SITE DESCRIPTION PROJECT NAME AND LOCATION WINTER SPRINGS MARKETPLACE TAX PARCEL: 36-20-30-502-0000-0070, 36-20-30-502-0000-0080, 36-20-30-502-0000-0090, 36-20-30-5AR-0A00-008F ORANGE COUNTY, FLORIDA *SEE COVER SHEET FOR LOCATION MAP DEVELOPER NAME AND ADDRESS TUSKAWILLA PROPERTY INVESTORS, LLC 630 SOUTH MAITLAND AVE., SUITE 100 MAITLAND, FL 32751 CONTACT: RYAN STAHL PHONE: (407) 352-0277 EMAIL: rstahl@equinox-development.com PROJECT DESCRIPTION THIS PROJECT IS TO DEVELOP MULTIPLE LOTS WITHIN THE PARCEL TOTALING 10.12 ACRES. THE SITE WILL CONSIST OF ABOUT 57,870 SF OF COMMERCIAL, RETAIL, AND RESTAURANT SPACE. SITE IS LOCATED AT SOUTHWEST CORNER OF INTERSECTION OF TUSKAWILLA RD AND SR-434 IN WINTER SPRINGS, SEMINOLE COUNTY, FL. PROJECT AREA: 10.23 ACRES CONTRIBUTING DRAINAGE AREA: 10.23 ACRES CONTROL STRUCTURE : CS-A LONGITUDE : 81°15'47.71"W LATITUDE: 28°41'44.80"N CS-B LONGITUDE : 81°15'49.48"W LATITUDE: 28°41'44.89"N CS-C LONGITUDE : 81°15'51.87"W LATITUDE: 28°41'44.90"N ULTIMATE RECEIVING WATERS: LAKE JESSUP via MASTER SYSTEM ACTIVITIES THAT REQUIRE EROSION CONTROL SITE CLEARING AND GRUBBING; PROVIDING A STABILIZED CONSTRUCTION ENTRANCE, PERIMETER, AND OTHER EROSION AND SEDIMENT CONTROLS; EXCAVATION FOR THE RETENTION POND; SITE GRADING; INSTALLATION OF STORM WATER, SANITARY SEWER, AND WATER STRUCTURES; CURB, ROADWAYS, AND PARKING FACILITIES. *SEE PLANS FOR THE LOCATION OF TEMPORARY SEDIMENT BARRIERS AND OTHER EROSION CONTROL METHODS. SOIL PARAMETERS SOIL TYPES: SEQUENCE OF MAJOR ACTIVITIES THE ORDER OF CONSTRUCTION IS AS FOLLOWS: 1. PROVIDE STABILIZED CONSTRUCTION ENTRANCE 2. INSTALL SILT FENCES AND OTHER EROSION CONTROL METHODS 3. CLEAR AND GRUB FOR SEDIMENT BASIN AND EARTH DIKE 4. CONSTRUCT EARTH DIKE AND SEDIMENT BASIN 5. FINISH CLEARING AND GRUBBING 6. REMOVE AND STORE TOPSOIL 7. PROVIDE INITIAL GRADING AS REQUIRED 8. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE 9. INSTALL UTILITIES, STORM SEWER, CURB AND GUTTER 10. INSTALL BASE TO ROAD AND PARKING AREA 11. FINISH GRADING ENTIRE SITE 12. CONSTRUCT FINAL PAVING 13. REMOVE ACCUMULATED SEDIMENT 14. REMOVE ANY ITEMS THAT ARE NOT REQUIRED TIMING OF CONTROL MEASURES THE INSTALLATION OF SILT FENCE (AND OTHER EROSION CONTROL MEASURES), A STABILIZED ENTRANCE AND SEDIMENT BASIN SHALL OCCUR PRIOR TO CLEARING AND GRUBBING ACTIVITY. AFTER CONSTRUCTION IS COMPLETE, THE ACCUMULATED SEDIMENT SHALL BE REMOVED AND THE AREAS SHALL BE REGRADED AND PERMANENTLY STABILIZED AS SHOWN ON THE PLANS. SIGNATURE AND DATE NAME AND TITLE, COMPANY / ADDRESS AND TELEPHONE NUMBER RESPONSIBILITY WINTER SPRINGSMARKETPLACESWPPP©C2.0 115 WINTER SPRINGSMARKETPLACESWPPP DETAILS©C2.1 116 ROBERTS FAMILYLANET U S K AW I L L A R O A D NATURES WAYSTATE ROAD 434 SOL A R I S W H A R F S T R E E TSCHOOLSCHOOLSCHOOLSCHOOLB-1 GR=43.46' SHWT=39.96' WT=38.96' B-2 GR=43.1' SHWT=39.1' WT=38.1' B-4 GR=44.1' SHWT=40.6' WT=39.6' B-3 GR=42.9' SHWT=40.4' WT=39.4' B-6 GR=44.2' SHWT=40.2' WT=39.2' B-5 GR=44.6' SHWT=40.1' WT=39.1' B-7 GR=44.8' SHWT=41.8' WT=40.8' B-18 GR=45.2' SHWT=41.2' WT=40.7' B-19 GR=45.2' SHWT=41.7' WT=41.2' B-14 GR=45.3' SHWT=41.3' WT=40.3' B-16 GR=45.1' SHWT=41.1' WT=40.1' B-11 GR=45.0' SHWT=40.5' WT=39.5' B-8 GR=44.9' SHWT=41.4' WT=40.4' B-17 GR=44.3' SHWT=40.8' WT=39.8' B-15 GR=44.0' SHWT=40.0' WT=39.0' B-12 GR=44.9' SHWT=40.4' WT=39.4' B-9 GR=44.1' SHWT=39.1' WT=38.6' B-13 GR=45.1' SHWT=42.1' WT=41.1' B-10 GR=45.1' SHWT=40.1' WT=39.6'XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXX X X X X X XX X X X X X X X X X X X X XXX XX X X X X X XXXXXXXXXX X X X X X X XXXXXXX XX X X X X X X XX XX X X XXXXXXXXXXXXXXXXXXXLEGEND X WINTER SPRINGSMARKETPLACEEXISTINGCONDITIONS ANDDEMOLITION©C3.0NORTH 117 ROBERTS FAMILYLANET U S K AW I L L A R O A D NATURES WAY STATE ROAD 434 SOL A R I S W H A R F S T R E E TSCHOOLSCHOOLSCHOOLSCHOOL266.72'103.50'44.85'244.26'86.14'218.89'STOPSTOPBLDG. A 4,280 SF BLDG. B2,325 SFBLDG. C3,056 SFBLDG. E 10,000 SF BLDG. F 19,209 SFBLDG. D 19,200 SF PICK UP 12345 6 6 6 6 5 6 6 16 16 16 16 15 15 16 16 15 14 12 12 13 12 35 6 6 6 6 5 6 FUTURE DEVELOPMENT AREA: ±1.32 AC. LOT 1 LOT 2LOT 3LOT 4 LOT 5 ZONING: T-C (TOWN CENTER DISTRICT) FUTURE LAND USE: TOWN CENTER DISTRICT ZONING: T-C (TOWN CENTER DISTRICT) FUTURE LAND USE: TOWN CENTER DISTRICT ZONING: T-C (TOWN CENTER DISTRICT) FUTURE LAND USE: TOWN CENTER DISTRICT ZONING: T-C (TOWN CENTER DISTRICT) FUTURE LAND USE: TOWN CENTER DISTRICT ZONING: URBAN CENTRAL BUSINESS DISTRICT FUTURE LAND USE: URBAN CENTRAL BUSINESS DISTRICT ZONING: R-T (MOBILE HOMES) FUTURE LAND USE: MEDIUM DENSITY RESIDENTIAL 4 4 4 4 6 6 6 6 6 OVERALL SITE DATA:WINTER SPRINGSMARKETPLACEOVERALLSITE PLAN©C4.0 REQUIRED YARD/LANDSCAPE SETBACKS BUILDING COVERAGE: OVERALL IMPERVIOUS CALCULATIONS PROVIDED PARKING:REQUIRED PARKING:NORTHPHASING STORMWATER MANAGEMENT 100-YEAR FLOOD PLAIN SITE SIGNAGE LANDSCAPING REQUIRED BUILDING SETBACKS PROVIDED BUILDING SETBACKS PROVIDED YARD/LANDSCAPE SETBACKS PROVIDED BUILDING HEIGHTS REQUIRED BICYCLE PARKING: 118 ROBERTS FAMILYT U S K AW I L L A R O A D STATE ROAD 434 SCHOOLSCHOOLSCHOOLSCHOOLBLDG. A 4,280 SF BLDG. B2,325 SFBLDG. C3,056 SFPICK UP 6 6 12 6 6 5 4 16 16 16 16 15 16 16 15 14 12 12 13 12 FUTURE DEVELOPMENT AREA: ±1.32 AC. 15 4 4 4 5 6 6 6 6 11 WINTER SPRINGSMARKETPLACESITE PLAN©C4.1 MATCH LINE - SEE SHEET C4.2 FDOT SIDEWALK CONNECTION COORDINATION NOTES:NOTES:NORTH119 ROBERTS FAMILYLANENATURES WAY SOL A R I S W H A R F S T R E E TSTOP STOPBLDG. E 10,000 SF BLDG. F 19,209 SFBLDG. D 19,200 SF 123416 5 16 16 16 15 15 16 16 15 14 12 12 13 12 8 6 6 6 6 6 6 11 WINTER SPRINGSMARKETPLACESITE PLAN©C4.2 FDOT SIDEWALK CONNECTION COORDINATION NOTES: MATCH LINE - SEE SHEET C4.1 NOTES:NORTH120 SCHOOLSCHOOLSCHOOLSCHOOLBLDG. B2,325 SFBLDG. C3,056 SFSTOP RIGHT TURN ONLY STATE ROAD 434 TUSKAWILLA RDWINTER SPRINGSMARKETPLACESR-434 DRIVEWAYSIGNAGE ANDPAVEMENT MARKINGPLAN©C4.3NORTH 121 ROBERTS FAMILYLANET U S K AW I L L A R O A D NATURES WAY STATE ROAD 434 SOL A R I S W H A R F S T R E E TSCHOOLSCHOOLSCHOOLSCHOOLSTOP STOPBLDG. A 4,280 SF BLDG. B2,325 SFBLDG. C3,056 SFBLDG. E 10,000 SF BLDG. F 19,209 SFBLDG. D 19,200 SF PICK UP 1234FUTURE OUTPARCEL PAD SET TO : 47.00' LEGEND WINTER SPRINGSMARKETPLACEOVERALL GRADINGPLAN©C5.0NORTH 122 ROBERTS FAMILYT U S K AW I L L A R O A D STATE ROAD 434 SCHOOLSCHOOLSCHOOLSCHOOLBLDG. A 4,280 SF BLDG. B2,325 SFBLDG. C3,056 SFLEGEND WINTER SPRINGSMARKETPLACEGRADING PLAN©C5.1NORTHMATCH LINE - SEE SHEET C5.2 123 ROBERTS FAMILYLANENATURES WAY SO L A R I S W H A R F S T R E E T BLDG. E 10,000 SF BLDG. F 19,209 SFBLDG. D 19,200 SF LEGEND WINTER SPRINGSMARKETPLACEGRADING PLAN©C5.2NORTHMATCH LINE - SEE SHEET C5.1 124 WINTER SPRINGSMARKETPLACESECTIONS©C5.3 125 ROBERTS FAMILY LANE OFF-SITE SECTIONS NATURES WAY OFF-SITE SECTIONS WINTER SPRINGSMARKETPLACEOFF-SITE SECTIONS©C5.4 126 ROBERTS FAMILYLANET U S K AW I L L A R O A D NATURES WAY STATE ROAD 434 SOL A R I S W H A R F S T R E E TSCHOOLSCHOOLSCHOOLSCHOOLB-1 GR=43.46' SHWT=39.96' WT=38.96' B-2 GR=43.1' SHWT=39.1' WT=38.1' B-4 GR=44.1' SHWT=40.6' WT=39.6' B-3 GR=42.9' SHWT=40.4' WT=39.4' B-6 GR=44.2' SHWT=40.2' WT=39.2' B-5 GR=44.6' SHWT=40.1' WT=39.1' B-7 GR=44.8' SHWT=41.8' WT=40.8' B-18 GR=45.2' SHWT=41.2' WT=40.7' B-19 GR=45.2' SHWT=41.7' WT=41.2' B-14 GR=45.3' SHWT=41.3' WT=40.3' B-16 GR=45.1' SHWT=41.1' WT=40.1' B-11 GR=45.0' SHWT=40.5' WT=39.5' B-8 GR=44.9' SHWT=41.4' WT=40.4' B-17 GR=44.3' SHWT=40.8' WT=39.8' B-15 GR=44.0' SHWT=40.0' WT=39.0' B-12 GR=44.9' SHWT=40.4' WT=39.4' B-9 GR=44.1' SHWT=39.1' WT=38.6' B-13 GR=45.1' SHWT=42.1' WT=41.1' B-10 GR=45.1' SHWT=40.1' WT=39.6'STOPSTOPBLDG. A 4,280 SF BLDG. B2,325 SFBLDG. C3,056 SFBLDG. E 10,000 SF BLDG. F 19,209 SFBLDG. D 19,200 SF PICK UP 1234LEGEND WINTER SPRINGSMARKETPLACEOVERALL DRAINAGEPLAN©C6.0NORTH 127 ROBERTS FAMILYT U S K AW I L L A R O A D STATE ROAD 434 SCHOOLSCHOOLSCHOOLSCHOOLB-4 GR=44.1' SHWT=40.6' WT=39.6' B-3 GR=42.9' SHWT=40.4' WT=39.4' B-6 GR=44.2' SHWT=40.2' WT=39.2' B-19 GR=45.2' SHWT=41.7' WT=41.2' B-11 GR=45.0' SHWT=40.5' WT=39.5' B-17 GR=44.3' SHWT=40.8' WT=39.8' B-15 GR=44.0' SHWT=40.0' WT=39.0' B-12 GR=44.9' SHWT=40.4' WT=39.4' B-9 GR=44.1' SHWT=39.1' WT=38.6'BLDG. A 4,280 SF BLDG. B2,325 SFBLDG. C3,056 SFLEGEND 44 WINTER SPRINGSMARKETPLACEDRAINAGE PLAN©C6.1NORTHMATCH LINE - SEE SHEET C6.1 128 ROBERTS FAMILYLANENATURES WAY SO L A R I S W H A R F S T R E E T B-1 GR=43.46' SHWT=39.96' WT=38.96' B-2 GR=43.1' SHWT=39.1' WT=38.1' B-5 GR=44.6' SHWT=40.1' WT=39.1' B-7 GR=44.8' SHWT=41.8' WT=40.8' B-18 GR=45.2' SHWT=41.2' WT=40.7' WT=41.2' B-14 GR=45.3' SHWT=41.3' WT=40.3' B-16 GR=45.1' SHWT=41.1' WT=40.1' B-8 GR=44.9' SHWT=41.4' WT=40.4' B-13 GR=45.1' SHWT=42.1' WT=41.1' B-10 GR=45.1' SHWT=40.1' WT=39.6' BLDG. E 10,000 SF BLDG. F 19,209 SFBLDG. D 19,200 SF LEGEND 44 WINTER SPRINGSMARKETPLACEDRAINAGE PLAN©C6.2NORTHMATCH LINE - SEE SHEET C6.2 129 LEGENDROBERTS FAMILYLANET U S K AW I L L A R O A D NATURES WAY STATE ROAD 434 SOL A R I S W H A R F S T R E E TSCHOOLSCHOOLSCHOOLSCHOOLSTOP STOPBLDG. A 4,280 SF BLDG. B2,325 SFBLDG. C3,056 SFBLDG. E 10,000 SF BLDG. F 19,209 SFBLDG. D 19,200 SF PICK UP 1234WINTER SPRINGSMARKETPLACEOVERALL UTILITYPLAN©C7.0NORTH 130 LEGEND ROBERTS FAMILYLANET U S K AW I L L A R O A DSCHOOLSCHOOLSCHOOLSCHOOLBLDG. A 4,280 SF BLDG. B2,325 SFBLDG. C3,056 SFWINTER SPRINGSMARKETPLACEUTILTY PLAN©C7.1 MATCH LINE - SEE SHEET C7.2 NORTH 131 LEGEND ROBERTS FAMILYLANENATURES WAY SO L A R I S W H A R F S T R E E T BLDG. E 10,000 SF BLDG. F 19,209 SFBLDG. D 19,200 SF WINTER SPRINGSMARKETPLACEUTILITY PLAN©C7.2 MATCH LINE - SEE SHEET C7.1 NORTH132 ROBERTS FAMILYLANET U S K AW I L L A R O A D NATURES WAY STATE ROAD 434 SOL A R I S W H A R F S T R E E TSCHOOLSCHOOLSCHOOLSCHOOLSTOP STOPBLDG. A 4,280 SF BLDG. B2,325 SFBLDG. C3,056 SFBLDG. E 10,000 SF BLDG. F 19,209 SFBLDG. D 19,200 SF PICK UP 1234WINTER SPRINGSMARKETPLACETRUCK ROUTINGPLAN©C8.0NORTH 133 ROBERTS FAMILYLANET U S K AW I L L A R O A D NATURES WAY STATE ROAD 434 SOL A R I S W H A R F S T R E E TSCHOOLSCHOOLSCHOOLSCHOOLSTOP STOPBLDG. A 4,280 SF BLDG. B2,325 SFBLDG. C3,056 SFBLDG. E 10,000 SF BLDG. F 19,209 SFBLDG. D 19,200 SF PICK UP 1234WINTER SPRINGSMARKETPLACETRUCK ROUTINGPLAN©C8.1NORTH 134 ROBERTS FAMILYLANET U S K AW I L L A R O A D NATURES WAY STATE ROAD 434 SOL A R I S W H A R F S T R E E TSCHOOLSCHOOLSCHOOLSCHOOLSTOP STOPBLDG. A 4,280 SF BLDG. B2,325 SFBLDG. C3,056 SFBLDG. E 10,000 SF BLDG. F 19,209 SFBLDG. D 19,200 SF PICK UP 1234WINTER SPRINGSMARKETPLACETRUCK ROUTINGPLAN©C8.2NORTH 135 *34" R 6"6"12" · · NTS 6"12" R2"R3"6"6"7"8" 18" TYPICAL 'ONSITE' ACCESSIBLE CURB RAMPS SIDE FLARES RETURNED SIDES CURB TERMINUS TRANSITION DETAIL TYPICAL E-COMMERCE PARKING SIGNAGE WINTER SPRINGSMARKETPLACECONSTRUCTIONDETAILS©C9.0 STANDARD BICYCLE RACK DETAILSTANDARD BICYCLE RACK DETAIL 136 CONTROL STRUCTURE "CS-B" DETAIL CONTROL STRUCTURE "CS-A" DETAIL CS-C DIVERSION CONTROL STRUCTURE DETAIL D32 DIVERSION CONTROL STRUCTURE DETAIL WINTER SPRINGSMARKETPLACECONTROLSTRUCTURE DETAILS©C9.1 137 WINTER SPRINGSMARKETPLACECONTECH DETAILS©C9.2 138 WINTER SPRINGSMARKETPLACECONTECH DETAILS©C9.3 139 WINTER SPRINGSMARKETPLACECONTECH DETAILS©C9.4 140 WINTER SPRINGSMARKETPLACECONTECH DETAILS©C9.5 141 WINTER SPRINGSMARKETPLACECONTECH DETAILS©C9.6 142 WINTER SPRINGSMARKETPLACECONTECH DETAILS©C9.7 143 (SEE NOTE 2)TRENCH BACKFILL12" LIFTS MAXIMUMW/ SIZE OF PIPE VARIES SEE NOTE 4 PIPE O.D.COMMON FILL BEDDING MATERIAL 12" (TYP) UNDISTURBED EARTH FINISHED GRADE NOTES: 1. INITIAL BACKFILL: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. TYPE A BEDDING MATERIAL SHALL CONFORM TO FDOT NO. 57 AGGREGATE. 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER UP TO 12" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 8. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. UTILITIES SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUITABLE FOUNDATION. 9. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF WINTER SPRINGS RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF R/W UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TRENCH WIDTH SELECT COMMON FILL INITIAL BACKFILL (SEENOTE 1)(SEENOTE 3)HAUNCHING BEDDING (SEE NOTES 7 & 8) BEDDING AND TRENCHING - TYPE A (SEE NOTE 2)TRENCH BACKFILLW/ SIZE OF PIPE VARIES SEE NOTE 4 PIPE O.D.COMMON FILL 12" (TYP) FINISHED GRADE NOTES: 1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2.TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% (98% UNDER PAVEMENT) OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES. 4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY OF WINTER SPRINGS RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION SPECIFICATIONS. TRENCH WIDTH SELECT COMMON FILL INITIAL BACKFILL (SEE NOTE 1)HAUNCHING 12" LIFTS MAXIMUMUNDISTURBED EARTH (SEE NOTE 3) BEDDING AND TRENCHING - TYPE B 2500 PSI CONCRETE AROUND MANHOLE 6" MIN MANHOLE IN GRASS AREA NOTES: 1. CLEARANCE OF 30" FREE FROM OBSTRUCTIONS IN ALL DIRECTIONS. 2. AREAS SUPPORTING CONCRETE COLLAR OR SLAB SHALL BE PROPERLY COMPACTED. 3.TOP OF MANHOLE SHALL BE 2" ABOVE FINISHED GRADE, CROWN OF ADJACENT ROADWAY, OR 100 YEAR FLOOD ELEVATION, WHICHEVER IS GREATER. MANHOLE COVER 2" MINFINISHED GRADE 6" MIN 2500 PSI CONCRETE AROUND MANHOLE 4" BAR CONTINUOUS AROUND COLLAR. 3" MIN. COVER (TYP) 12" MIN 7" MINVALVE, VALVE BOX AND COVER 16 " A B 0 V E PIP E W .S. D ETA IL 6 -9 -00 B Y D T City of Winter Springs 53 Section 9 WINTER SPRINGSMARKETPLACEUTILITY DETAILSC10.0©144 AA SECTION A - A PLAN FIGURE A121-2 GENERAL STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL APPENDIX A ORANGE COUNTY UTILITIES STANDARD DRAWINGS MJ TAPPING SLEEVE NEW PIPE EXISTING PIPE RESILIENT SEAT TAPPING GATE VALVE RESTRAINED MECHANICAL JOINT MJ TAPPING SLEEVE AND GATE VALVE WITH PLUG VALVE FOR WASTEWATER RESTRAINED MECHANICAL JOINT PLUG VALVE RESTRAINED MECHANICAL JOINT RESILIENT SEAT TAPPING GATE VALVERESTRAINED MECHANICAL JOINT PLUG VALVE NEW PIPE NOTES: 1.PLUG VALVES GREATER THAN 4" SHALL BE GEAR ACTUATED. 2.PLUG VALVE TO BE INSTALLED VERTICALLY, AND TAPPING GATE VALVE TO BE INSTALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION. SPLIT GLAND TAPPING SLEEVE 5' MIN FROM BACKOF BELL AND SPIGOTINSERTION LINEDATE: February 11, 2011 WILKINS ZURN A COMPANYU350A WINTER SPRINGSMARKETPLACEUTILITY DETAILSC10.1©145 WINTER SPRINGSMARKETPLACEUTILITY DETAILSC10.2©146 ROBE R T S F A M I L Y LAN E TUSKAWILLAROADNATURES WAY S T A T E R O A D 4 3 4 SOLARIS WHARF STREETSCHOOLSCHOOLSCHOOLSCHOOLSTOPSTOP1234TREE 1 12" CEDAR TREE 2 8" OAK TREE 3 8" LIVE OAK TREE 4 10" LIVE OAK TREE 5 8" LIVE OAK TREE 6 8" LIVE OAK TREE 7 16" LIVE OAK TREE 8 10" LIVE OAK TREE 9 10" LIVE OAK TREE 10 8" LIVE OAK TREE 11 10" LIVE OAK TREE 12 14" LIVE OAK TREE 13 16" LIVE OAK TREE 14 14" LIVE OAK TREE 15 12" LIVE OAK TREE 16 8" LIVE OAK TREE 17 15" LIVE OAK TREE 18 12" LIVE OAK TREE 19 10" LIVE OAK TREE 20 12" LIVE OAK TREE 21 14" LIVE OAK TREE 22 14" LIVE OAK TREE 23 18" LIVE OAK TREE 24 16" LIVE OAK TREE 25 10" LIVE OAK TREE 26 17" LIVE OAK TREE 27 8" LIVE OAK TREE 28 8" LIVE OAK TREE 29 10" LIVE OAK TREE 30 10" LIVE OAK TREE 31 9" LIVE OAK TREE 32 10" LIVE OAK TREE 33 11" LIVE OAK TREE 34 9" LIVE OAK TREE 35 10" LIVE OAK TREE 36 14" LIVE OAK TREE 37 15" LIVE OAK TREE 38 10" LIVE OAK TREE 39 9" LIVE OAK TREE 40 12" LIVE OAK TREE 41 9" LIVE OAK TREE 42 10" LIVE OAK TREE 43 9" LIVE OAK TREE 44 10" LIVE OAK TREE 45 10" LIVE OAK TREE 46 10" LIVE OAK TREE 47 10" LIVE OAK TREE 48 10" LIVE OAK TREE 49 9" LIVE OAK TREE 50 12" LIVE OAK TREE 51 10" LIVE OAK TREE 52 9" LIVE OAK TREE 53 8" LIVE OAK TREE 54 8" LIVE OAK TREE 55 14" LIVE OAK TREE 56 15" LIVE OAK TREE 57 10" LIVE OAK TREE 58 12" LIVE OAK TREE 59 13" LIVE OAK TREE 60 16" LIVE OAK TREE 61 12" LIVE OAK TREE 62 9" LIVE OAK TREE 63 7" LIVE OAK TREE 64 8" LIVE OAK TREE 65 8" LIVE OAK TREE 66 10" LIVE OAK TREE 67 10" LIVE OAK TREE 68 18" LIVE OAK TREE 69 26" PINE TREE 70 8" LIVE OAK TREE 71 11" LIVE OAK TREE 72 16" LIVE OAK TREE 73 27" LIVE OAK TREE 74 12" LIVE OAK TREE 75 LIVE OAK - DEAD TREE 76 11" LIVE OAK TREE 77 18" LIVE OAKTREE 78 14" LIVE OAK TREE 79 15" LIVE OAK TREE 80 8" LIVE OAKTREE 81 9" LIVE OAK TREE 82 10" LIVE OAK TREE 83 8" LIVE OAK TREE 84 15" LIVE OAK TREE 85 18" LIVE OAK TREE 86 19" LIVE OAK TREE 87 18" LIVE OAK TREE 88 16" LIVE OAK TREE 89 15" LIVE OAK TREE 90 15" LIVE OAK TREE 93 16" LIVE OAK TREE 94 14" LIVE OAK TREE 95 8" LIVE OAK TREE 96 14" LIVE OAK TREE 97 14" LIVE OAK TREE 98 20" LIVE OAK TREE 99 10" LIVE OAK TREE 100 12" LIVE OAK TREE 101 34" LIVE OAK TREE 102 18" LIVE OAK TREE 103 18" LIVE OAK TREE 104 14" LIVE OAK TREE 105 13" LIVE OAK TREE 106 16" LIVE OAK TREE 107 18" LIVE OAK TREE 108 18" LIVE OAK TREE 109 16" LIVE OAK TREE 110 16" LIVE OAK TREE 112 18" LIVE OAK TREE 113 16" LIVE OAK TREE 114 8" LIVE OAK TREE 115 12" LIVE OAK TREE 116 18" LIVE OAK TREE 117 17" LIVE OAK TREE 118 15" LIVE OAK TREE 119 9" LIVE OAKTREE 120 10" LIVE OAK TREE 121 18" LIVE OAK TREE 122 15" LIVE OAK TREE 123 20" LIVE OAK TREE 124 10" LIVE OAK TREE 125 8" LIVE OAK TREE 126 18" LIVE OAK TREE 127 12" LIVE OAK TREE 128 13" LIVE OAK TREE 129 14" LIVE OAK TREE 130 12" LIVE OAK TREE 131 12" LIVE OAK TREE 132 12" LIVE OAK TREE 133 14" LIVE OAK TREE 134 16" LIVE OAK TREE 135 28" LIVE OAK TREE 136 7" LIVE OAKTREE 137 10" LIVE OAK TREE 138 12" LIVE OAK TREE 139 8" LIVE OAK TREE 140 10" LIVE OAK TREE 141 11" LIVE OAK TREE 142 15" LIVE OAK TREE 143 15" LIVE OAK TREE 144 11" LIVE OAK TREE 145 10" LIVE OAK TREE 146 12" LIVE OAK TREE 147 9" LIVE OAK TREE 148 15" LIVE OAK TREE 149 12" LIVE OAK TREE 150 13" LIVE OAK TREE 151 10" LIVE OAK TREE 152 10" LIVE OAK TREE 153 14" LIVE OAK TREE 154 16" LIVE OAK TREE 155 10" LIVE OAK TREE 156 9" LIVE OAK TREE 157 10" LIVE OAK TREE 158 10" LIVE OAK TREE 159 19" LIVE OAK TREE 160 20" LIVE OAK TREE 161 15" LIVE OAK TREE 162 12" LIVE OAK TREE 163 14" LIVE OAK TREE 164 14" LIVE OAK TREE 165 14" LIVE OAK TREE 166 8" LIVE OAK TREE 167 12" LIVE OAK TREE 168 10" LIVE OAK TREE 169 10" LIVE OAK TREE 170 18" LIVE OAK TREE 171 15" LIVE OAK TREE 172 15" LIVE OAK TREE 173 18" LIVE OAK TREE 174 15" LIVE OAK TREE 175 25" LIVE OAK TREE 176 18" LIVE OAK TREE 177 14" LIVE OAK TREE 178 18" LIVE OAK TREE 179 16" LIVE OAK TREE 180 14" LIVE OAK TREE 181 15" LIVE OAK TREE 182 28" LIVE OAK TREE 183 18" LIVE OAK TREE 184 16" LIVE OAK TREE 185 38" LIVE OAK TREE 186 16" LIVE OAK TREE 187 13" LIVE OAK TREE 188 8" LIVE OAK TREE 189 10" LIVE OAK TREE 190 9" LIVE OAK TREE 191 10" LIVE OAK TREE 192 10" LIVE OAK TREE 193 8" LIVE OAK TREE 194 9" LIVE OAK TREE 195 20" LIVE OAK TREE 196 14" LIVE OAK TREE 197 8" LIVE OAK TREE 198 13" LIVE OAK TREE 199 15" LIVE OAK TREE 200 12" LIVE OAK TREE 201 11" LIVE OAK TREE 202 12" LIVE OAK TREE 203 14" LIVE OAK TREE 204 20" LIVE OAK TREE 205 14" LIVE OAK TREE 206 14" LIVE OAK TREE 207 10" LIVE OAK TREE 208 15" LIVE OAK TREE 209 13" LIVE OAK TREE 210 11" LIVE OAK TREE 211 11" LIVE OAK TREE 212 15" LIVE OAK TREE 213 14" LIVE OAK TREE 214 9" LIVE OAK TREE 215 10" LIVE OAK TREE 216 11" LIVE OAK TREE 217 14" LIVE OAK TREE 218 10" LIVE OAK TREE 219 10" LIVE OAK TREE 220 15" LIVE OAKTREE 221 10" LIVE OAK TREE 222 20" LONGLEAF PINE TREE 223 8" LIVE OAK TREE 224 10" LIVE OAK TREE 225 10" LIVE OAK TREE 226 8" LIVE OAK TREE 227 16" PALM TREE 228 12" PALM TREE 229 12" LIVE OAK TREE 230 10" LIVE OAK TREE 231 10" LIVE OAK TREE 232 12" LIVE OAK TREE 233 8" LIVE OAK TREE 234 10" LIVE OAK TREE 235 12" LIVE OAK TREE 236 8" LIVE OAK TREE 237 8" LIVE OAK TREE 238 10" LIVE OAK TREE 239 8" LIVE OAK TREE 240 8" LIVE OAK TREE 241 10" LIVE OAK TREE 242 8" LIVE OAK TREE 243 8" LIVE OAK TREE 244 12" LIVE OAK TREE 245 10" LIVE OAK TREE 246 10" LIVE OAK TREE 247 10" LIVE OAK TREE 248 18" LONGLEAF PINE TREE 249 20" LONGLEAF PINE TREE 250 23" LONGLEAF PINE TREE 251 12" LIVE OAK TREE 252 20" LIVE OAK TREE 253 16" LIVE OAK TREE 254 12" LIVE OAK TREE 255 12" LIVE OAK TREE 256 9" LIVE OAK TREE 257 10" LIVE OAK TREE 258 15" LIVE OAK TREE 259 15" LIVE OAK TREE 260 25" LIVE OAK TREE 261 9" LIVE OAK TREE 262 9" LIVE OAK TREE 263 8" LIVE OAK TREE 264 8" LIVE OAK TREE 265 8" LIVE OAK TREE 266 9" LIVE OAK TREE 267 10" LIVE OAK TREE 268 16" LIVE OAK TREE 269 14" LIVE OAK TREE 270 8" LIVE OAK TREE 271 12" LIVE OAK TREE 272 8" LIVE OAK TREE 273 8" LIVE OAK TREE 274 12" LIVE OAK TREE 275 8" LIVE OAK TREE 276 8" GUMTREE TREE 277 6" GUMTREE TREE 278 8" MAPLE TREE 279 8" GUMTREE TREE 280 12" LIVE OAK TREE 281 10" CEDAR TREE 282 12" GUMTREE TREE 283 20" LIVE OAK TREE 284 16" PALM TREE 285 20" LIVE OAK TREE 286 14" LIVE OAK 6' HIGH SCREEN WALL BY OTHERS (TYP.)TPFTPF TREE PROTECTION FENCE TPF TPFTPFTPF TREE 91 25" LIVE OAK TREE 92 16" LIVE OAK TREE TO REMAIN TREE TO REMAIN - OFF SITE TREE TO BE REMOVED WINTER SPRINGSMARKETPLACETREE MITIGATIONPLAN©L0.50 NORTH 3 3 37 147 WINTER SPRINGSMARKETPLACETREE MITIGATIONPLAN©L0.51 3 3 7 148 WINTER SPRINGSMARKETPLACETREE MITIGATIONSPECIFICATIONS©L0.52 A.GENERAL 1.CONTRACTOR SHALL ADHERE TO ALL TREE PROTECTION REQUIREMENTS LISTED IN THESE SPECIFICATIONS AND/OR THOSE LISTED IN THE CITY OR COUNTY ZONING CODE, TREE PROTECTION (LATEST EDITION). WHICHEVER IS MORE STRINGENT SHALL APPLY. 2.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION PROCEDURES WITH THE PROJECT ARBORIST PRIOR TO BEGINNING WORK. 3.ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATION MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE. 4.NO SIGNS, BUILDING PERMITS, WIRES OR OTHER ATTACHMENTS OF ANY KIND SHALL BE ATTACHED TO ANY TREE OR PALM. GUY WIRES DESIGNED TO PROTECT TREES ARE EXCLUDED FROM THIS PROHIBITION. 5.EXISTING TREE LOCATIONS AND SIZES ARE ESTIMATES AND ARE BASED ON A SURVEY PROVIDED BY THE OWNER SELECTED SURVEYOR. 6.CONTRACTOR SHALL COORDINATE TREE REMOVAL WITH PERMITTING AGENCY AND PROJECT ARBORIST PRIOR TO CONSTRUCTION. NO PERSON MAY REMOVE OR CAUSE TO BE REMOVED ANY PROTECTED TREE OR PALM WITHOUT FIRST HAVING PROCURED A PERMIT AS PROVIDED BY THE APPROPRIATE PERMITTING AGENCY. 7.FOR PROTECTED TREES OR PALMS BEING REMOVED, THE CONTRACTOR MUST GIVE THE PERMITTING AGENCY REASONABLE OPPORTUNITY TO RELOCATE TREES DESIGNATED FOR REMOVAL TO ANOTHER SITE AT THE PERMITTING AGENCY'S EXPENSE. 8.CONTRACTOR IS RESPONSIBLE FOR POSSESSING ALL REQUIRED APPLICATOR LICENSES, BUSINESS REGISTRATIONS AND INSURANCE, PESTICIDE LABELS, AND MATERIAL DATA SAFETY SHEETS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR HAVING ALL SPILL CONTAINMENT MATERIALS AND REQUIRED PERSONAL PROTECTIVE EQUIPMENT FOR PESTICIDE APPLICATIONS AND ACCIDENTAL SPILLS ON SITE AT ALL TIMES. THE OWNER RESERVES THE RIGHT TO INSPECT EACH APPLICATOR AND HAVE THESE MATERIALS PRESENTED BEFORE AND DURING ANY PESTICIDE TREATMENT. 9.WHERE TRAFFIC AREAS ARE PROPOSED WITHIN THE DRIP LINE OF PROTECTED TREES AND LESS THAN FOUR (4) INCHES OF GRADE CHANGE ARE PROPOSED, PERMEABLE SURFACES THAT ALLOW AIR AND WATER INTO THE SOIL SHOULD BE USED IN LIEU OF ASPHALT OR OTHER SUCH IMPERVIOUS SURFACES. 10.TREE WELLS OF AN APPROVED DESIGN SHALL BE CONSTRUCTED AROUND ALL TREES TO BE PRESERVED WHEN MORE THAN FOUR INCHES OF FILL IS TO BE DEPOSITED WITHIN THE DRIP LINE AREA OF THOSE TREES. COORDINATE WITH PROJECT ARBORIST. 11.THE SEQUENCE OF TREE MITIGATION AND PRESERVATION MEASURES IS IMPERATIVE TO THE HEALTH AND SURVIVABILITY OF THE SUBJECT TREES AND SHALL BE COORDINATED WITH THE OWNER SELECTED PROJECT ARBORIST. THE DESIRED SEQUENCE IS OUTLINED BELOW: a.TREE PROTECTION FENCING. b.ROOT PRUNING AND ROOT BARRIERS. c.CLEARING. d.TREE CANOPY PRUNING. e.FERTILIZATION. f.INSECTICIDE. g.IRRIGATION. B.TREE PROTECTION FENCING 1.PRIOR TO THE ERECTION OF ANY TREE PROTECTION FENCING, ALL FOREIGN SURFACE MATERIAL, TRASH OR DEBRIS SHALL BE REMOVED FROM THE AREA TO BE ENCLOSED BY THE FENCING. AFTER ERECTION OF THE FENCING NO SUCH MATERIAL OR LITTER SHALL BE PERMITTED TO REMAIN WITHIN THE PROTECTED AREA. 2.TREE PROTECTION FENCING SHALL BE PLACED AROUND ALL PROTECTED TREES TO CREATE A PROTECTIVE ROOT ZONE AND SHALL REMAIN IN PLACE UNTIL SITE CLEARING, LAND ALTERATION, AND CONSTRUCTION ACTIVITIES ARE COMPLETE. 3.NATIVE GROUND COVER AND UNDERSTORY VEGETATION EXISTING WITHIN THE PROTECTED AREA SHALL REMAIN THROUGHOUT CONSTRUCTION. OTHER DESIGNATED VEGETATION AND INVASIVE PLANT SPECIES SHALL BE REMOVED ONLY BY MANUAL LABOR UTILIZING HAND TOOLS, OR BY OTHER METHODS APPROVED BY THE PROJECT ARBORIST. 4.TREE PROTECTION FENCING TYPES AND LOCATIONS SHALL BE ERECTED AS SHOWN ON THE TREE MITIGATION PLANS AND DETAILS, OR AS REQUESTED BY LOCAL AGENCY. 5.FINAL LOCATIONS SHALL BE COORDINATED WITH AND APPROVED BY THE PROJECT ARBORIST. 6.NO MATERIALS, EQUIPMENT, SPOIL, WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN 20 FEET OF THE TREE PROTECTION ZONE. 7.EROSION CONTROL DEVICES SUCH AS SILT FENCING, DEBRIS BASINS, AND WATER DIVERSION STRUCTURES SHALL BE INSTALLED TO PREVENT SILTATION AND/OR EROSION WITHIN THE TREE PROTECTION ZONE. 8.CONSTRUCTION ACTIVITY SHALL NOT DESTROY OR IRREVERSIBLY HARM THE ROOT SYSTEM OF PROTECTED TREES. POST HOLES AND TRENCHES LOCATED CLOSE TO PROTECTED TREES SHALL BE ADJUSTED TO AVOID DAMAGE TO MAJOR ROOTS. 9.DO NOT INSTALL CONDUIT, DRAIN OR IRRIGATION LINES, OR ANY UTILITY LINE WITHIN THE TREE PROTECTION ZONE WITHOUT THE APPROVAL OF THE PROJECT ARBORIST. IF LINES MUST TRAVERSE THE PROTECTION AREA, THEY SHALL BE TUNNELED OR BORED UNDER THE TREE. 10.CONTRACTOR'S ACCESS TO FENCED TREE PROTECTION AREAS WILL BE PERMITTED ONLY WITH APPROVAL OF THE PROJECT ARBORIST. 11.EXCAVATION OR GRADING REQUIRED WITHIN THE PROTECTED AREA SHALL BE LIMITED TO THREE (3) INCHES OF CUT OR FILL. COORDINATE WITH PROJECT ARBORIST. 12.STRUCTURES AND UNDERGROUND FEATURES TO BE REMOVED WITHIN THE TREE PROTECTION ZONE SHALL BE COORDINATED WITH THE PROJECT ARBORIST. 13.TREE PROTECTION FENCING AROUND TREES TO BE RELOCATED SHALL BE ERECTED UNTIL THE TREE IS READY TO BE RELOCATED AND NEW FENCING SHALL BE ERECTED AT THE TREES NEW LOCATION AND WILL REMAIN IN PLACE UNTIL ALL CONSTRUCTION ACTIVITIES ARE COMPLETE. 14.IF ANY DAMAGE TO TREE PROTECTION FENCING SHOULD OCCUR BY ACCIDENT OR NEGLIGENCE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATE REPAIRS. 15.IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE PROTECTED AREA OF TREES TO BE PRESERVED, A ROAD BED OF SIX (6) INCHES OF MULCH OR GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A SIX (6) INCH ROAD BED AT ALL TIMES. CONTRACTOR SHALL REMOVE ALL SUCH MATERIALS FROM THE SITE AS SOON AS TEMPORARY ACCESS IS NO LONGER NECESSARY. 16.CONTRACTOR SHALL COORDINATE WITH THE PROJECT ARBORIST PRIOR TO THE REMOVAL OF ALL TREE PROTECTION FENCING. C.ROOT PRUNING/TRENCHING 1.TRENCHING LOCATIONS SHALL BE APPROVED IN THE FIELD BY THE PROJECT ARBORIST. 2.TRENCHING EQUIPMENT THAT WILL TURN AT HIGH RPM'S IS PREFERRED, AND SHALL BE APPROVED BY THE PROJECT ARBORIST. APPROVED EQUIPMENT WILL BE USED TO PERFORM ALL ROOT PRUNING OPERATIONS. A MINIMUM DEPTH OF THREE FEET IS REQUIRED. 3.INSTALL ROOT BARRIER WHERE DESIGNATED. SEE TREE MITIGATION PLAN AND DETAIL SHEETS. 4.THE TRENCH SHALL BE BACKFILLED WITH PREVIOUSLY EXCAVATED SOIL AND COMPACTED IMMEDIATELY. 5.TREES TO BE RELOCATED SHALL BE ROOT PRUNED A MINIMUM OF TWELVE (12) WEEKS PRIOR TO TREE RELOCATION. 6.WHEN THE TREE ROOT ZONE WILL BE DISTURBED, AFFECTED ROOTS MUST BE SEVERED BY CLEAN PRUNING CUTS AT THE POINT WHERE CONSTRUCTION IMPACTS THE ROOTS. D.CLEARING 1.ANY BRUSH CLEARING REQUIRED WITHIN THE TREE PROTECTION ZONE SHALL BE ACCOMPLISHED WITH HAND-OPERATED EQUIPMENT. 2.CONTRACTOR SHALL CLEAR ALL TREE PROTECTION AREAS OF VINES, SHRUBS, GROUND COVERS, WEEDS, SAPLINGS, AND INVASIVES LISTED ON THE LATEST EDITION OF THE FLORIDA EXOTIC PEST PLANT COUNCIL'S LIST OF INVASIVE SPECIES. 3.PROJECT ARBORIST MUST APPROVE METHODS OTHER THAN HAND CLEARING. 4.A TWO (2) INCH LAYER OF MULCH SHALL BE APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF PROTECTED TREES DURING THE SITE CLEARING PHASE. E.TREE CANOPY PRUNING 1.TREE PRUNING SPECIFICATIONS SHALL BE DEFINED BASED ON SPECIFIC RECOMMENDATIONS OF THE PROJECT ARBORIST. INFORMATION PRESENTED BELOW SHOULD BE USED AS A GUIDELINE. 2.CONTRACTOR SHALL VISIT THE SITE WITH THE PROJECT ARBORIST TO VERIFY THE EXTENT OF REQUIRED PRUNING. 3.ALL PRUNING SHALL BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF A QUALIFIED INTERNATIONAL SOCIETY OF ARBORICULTURE (ISA) CERTIFIED ARBORIST OR AN AMERICAN SOCIETY OF CONSULTING ARBORISTS (ASCA) REGISTERED CONSULTING ARBORIST (RCA). 4.AT LEAST ONE MEMBER OF THE PRUNING CREW SHALL BE AN ISA CERTIFIED ARBORIST. 5.WHILE IN THE TREE, THE ARBORIST SHALL PERFORM AN AERIAL INSPECTION TO IDENTIFY DEFECTS THAT REQUIRE TREATMENT. ANY ADDITIONAL WORK NEEDED SHALL BE REPORTED TO THE OWNER. 6.PRUNING CUTS SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE ANSI A300 PRUNING STANDARD (AMERICAN NATIONAL STANDARD FOR TREE CARE OPERATIONS) AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI Z133.1 SAFETY STANDARD. PRUNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ISA'S "BEST MANAGEMENT PRACTICES: TREE PRUNING". 7.WHERE TEMPORARY CLEARANCE IS NEEDED FOR ACCESS, BRANCHES SHALL BE TIED BACK TO HOLD THEM OUT OF THE CLEARANCE ZONE. 8.NO MORE THAN 20 PERCENT OF LIVE FOLIAGE SHALL BE REMOVED WITHIN ANY TREE. 9.ALL TREES WITHIN THE PROJECT AREA SHALL BE PRUNED AS FOLLOWS: a.LIVE BRANCH PRUNING SHOULD BE PERFORMED ONLY WHEN THE DANGER OF INSECT OR DISEASE INFESTATION IS NOT PRESENT. b.REMOVE STUBS, CUTTING OUTSIDE THE WOUND WOOD TISSUE THAT HAS FORMED AROUND THE BRANCH. c.CLEANING, FOR THE SELECTIVE REMOVAL OF DEAD, DISEASED, BROKEN, OR CROSSING BRANCHES DOWN TO ONE INCH IN DIAMETER OR AS DIRECTED BY THE PROJECT ARBORIST. d.PRUNING CUTS LARGER THAN 4 INCHES IN DIAMETER, EXCEPT FOR DEAD WOOD, SHALL BE AVOIDED. e.PRUNING CUTS THAT EXPOSE HEARTWOOD SHALL BE AVOIDED WHENEVER POSSIBLE. f.ALL TREES WITH CROWNS THAT PROJECT INTO PARKING LOT/ROADWAY AREAS SHALL BE RAISED TO 14 FEET ABOVE FINISHED GRADE. g.ALL TREES WITH CROWNS THAT PROJECT INTO SIDEWALK AREAS SHALL BE RAISED TO A HEIGHT OF 8 FEET ABOVE FINISHED GRADE. 9.TREES, WHO'S ROOT SYSTEMS WILL BE IMPACTED SHALL RECEIVE THE FOLLOWING PRUNING TO COMPENSATE FOR ROOT LOSS: a.THE LOCATION AND SIZE OF BRANCHES FOR REDUCTION SHALL BE DEFINED BY THE PROJECT ARBORIST. b.REDUCTION, OR THE SELECTIVE PRUNING TO REDUCE TREE HEIGHT OR SPREAD. c.REDUCE END WEIGHT ON HEAVY, HORIZONTAL BRANCHES BY SELECTIVELY REMOVING SMALL DIAMETER BRANCHES, NO GREATER THAN 2 TO 3 INCHES, NEAR THE ENDS OF SCAFFOLD BRANCHES. d.RAISING SHALL CONSIST OF SELECTIVE PRUNING TO PROVIDE VERTICAL CLEARANCE. 10.PROPOSED/REPLACEMENT TREES a.PRUNING SHALL BE LIMITED TO CLEANING. 11.BRUSH SHALL BE CHIPPED AND SPREAD (ONLY WHEN DISEASE OR INSECT INFESTATION IS NOT PRESENT) UNDERNEATH TREES WITHIN THE TREE PROTECTION ZONE TO A MAXIMUM DEPTH OF THREE (3) INCHES, LEAVING THE TRUNK CLEAR OF MULCH. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL EXCESS DEBRIS ON A DAILY BASIS. F.FERTILIZATION 1.CONTRACTOR SHALL COORDINATE FERTILIZATION PLAN, FOLLOWING BEST MANAGEMENT PRACTICES WITH THE PROJECT ARBORIST PRIOR TO COMMENCEMENT OF WORK. 2.EVERY EFFORT SHALL BE MADE TO UTILIZE CHEMICALS OF AN ORGANIC OR BIODEGRADABLE NATURE IN ORDER TO OFFER THE LEAST IMPACT TO THE NATURAL ENVIRONMENT. CONTRACTOR IS RESPONSIBLE FOR MIXING, APPLYING, AND DISPOSAL OF ALL CHEMICALS IN ACCORDANCE WITH STRICT ADHERENCE TO MANUFACTURER'S SPECIFICATIONS. COORDINATE WITH PROJECT ARBORIST FOR FURTHER INSTRUCTION. 3.ONLY TREES AFFECTED BY CONSTRUCTION OR AS SHOWN ON THE TREE MITIGATION PLAN AND TREE INVENTORY SCHEDULE SHALL BE TREATED. 4.TREES SPECIFIED TO RECEIVE FERTILIZER SHALL BE TREATED AS FOLLOWS. a.MIX FERTILIZER ACCORDING TO MANUFACTURER'S SPECIFICATIONS INTO A TANK WITH AGITATION CAPABILITY. b.MIX WETTING AGENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS INTO SAME TANK WITH FERTILIZER. AGITATE MIX. c.INJECT THE MIXTURE WITH A HYDRAULIC INJECTION SYSTEM INTO THE UPPER 6-12 INCHES OF SOIL WITH A SOIL PROBE. INJECT AT THE RATE OF ONE THIRD (1/3) GALLON AT EACH INJECTION SITE. d.THE CRITICAL ROOT ZONE AREA PLUS 2' BEYOND THE CRITICAL ROOT ZONE SHALL BE INJECTED, BUT NOT BEYOND ROOT PRUNING LOCATIONS. e.FERTILIZER SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF ANY AERATION SYSTEMS. f.EMPTY PRODUCT CONTAINERS SHALL BE STOCKPILED FOR INSPECTION BY THE PROJECT ARBORIST PRIOR TO DISPOSAL. G.INSECTICIDE 7.NOTIFY PROJECT ARBORIST IF ANY INFESTATION IS NOTICED. 8.FOLLOW PROJECT ARBORIST'S RECOMMENDED PROCEDURES. 9.FOLLOW ALL MANUFACTURERS' RECOMMENDATIONS CONCERNING APPLICATION. READ ALL WARNING LABELS. 10.ANY PETS, AS WELL AS, THE PETS FOOD AND WATER BOWLS SHOULD BE REMOVED FROM THE AREA AND ANY SWIMMING POOLS SHOULD BE COVERED. COORDINATE WITH PROJECT ARBORIST FOR FURTHER INSTRUCTION. 11.ENSURE COMPLETE COVERAGE AND REAPPLY 2-3 MONTHS AFTER INITIAL APPLICATION UTILIZING SAME PROCEDURE. H.IRRIGATION 1.EVERY EFFORT SHALL BE MADE TO WATER THE PRESERVED TREES AND TRANSPLANTS. CONTRACTOR SHALL IRRIGATE BY HAND OR BY TEMPORARY IRRIGATION. 2.IRRIGATE AS REQUIRED BY PROJECT ARBORIST UNTIL PERMANENT IRRIGATION IS INSTALLED AND OPERATING. 3.UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN THE DRIP LINES OF EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED AND APPROVED BY PROJECT ARBORIST. I.TREE REMOVALS 1.PRIOR TO AND DURING LAND CLEARING, INCLUDING GRUBBING, ALL TREES TO BE REMOVED SHALL BE CLEARLY MARKED BY PROJECT ARBORIST WITH RED SURVEY RIBBONS AT 36 INCHES MINIMUM ABOVE GRADE. 2.CONTRACTOR SHALL REMOVE ALL TREES AS SHOWN ON THE TREE MITIGATION PLANS AFTER THE TREE PROTECTION FENCING IS INSTALLED. 3.ALL TREES SHOWN TO BE REMOVED SHALL BE FELLED WITH A CHAIN SAW AND STUMP GROUND 6" BELOW SURFACE. ANY TREE SHOWN TO BE REMOVED THAT IS IN AN AREA WHERE COMPACTION IS CRITICAL SHALL BE FELLED WITH A CHAIN SAW AND STUMP REMOVED BY CONTRACTOR. 4.ALL WOOD AND STUMPS FROM REMOVALS SHALL BE HAULED FROM THE SITE THE SAME DAY, EXCEPT FOR TOPS. ALL TOPS ARE TO BE MULCHED AND STOCKPILED OR HAULED DIRECTLY TO MULCHED AREAS FOR RELOCATED TREES IF SCHEDULING PERMITS. TOPS SHALL BE CHIPPED AND PLACED IN THE TREE PROTECTION ZONE TO A DEPTH OF THREE (3) INCHES. ALL EXCESS WOOD CHIPS SHOULD BE HAULED OFF SITE AFTER TRANSPLANTING IS COMPLETE. 5.ALL BURN PITS IF APPLICABLE MUST BE APPROVED BY THE PROJECT ARBORIST AND OWNER. 6.TREES TO BE REMOVED THAT HAVE BRANCHES EXTENDING INTO THE CANOPY OF TREES TO REMAIN MUST BE REMOVED BY A QUALIFIED ISA CERTIFIED ARBORIST AND NOT BY DEMOLITION OR CONSTRUCTION CONTRACTORS. THE QUALIFIED ARBORIST SHALL REMOVE THE TREE IN A MANNER THAT CAUSES NO DAMAGE TO THE TREES AND UNDERSTORY VEGETATION TO REMAIN. 7.TREES TO BE REMOVED LOCATED WITHIN THE TREE PROTECTION ZONE SHALL BE REMOVED BY A QUALIFIED ISA CERTIFIED ARBORIST. THE TREES SHALL BE CUT NEAR GROUND LEVEL AND THE STUMP GROUND OUT. L.TOPSOIL 10.CONTRACTOR SHALL COORDINATE ALL EARTHWORK OPERATIONS WITHIN TREE PROTECTION AREAS WITH THE PROJECT ARBORIST PRIOR TO BEGINNING WORK. 11.ALL TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL POSSESSING CHARACTERISTICS OF REPRESENTATIVE TOPSOIL IN THE VICINITY THAT PRODUCES HEAVY GROWTH. 12.TOPSOIL, PH RANGE OF 5.5 TO 7.0, 3-5 PERCENT ORGANIC MATERIAL MINIMUM, FREE FROM SUBSOIL, OBJECTIONABLE WEEDS, LITTER, SODS, STIFF CLAY, STONES LARGER THAN ONE (1) INCH IN DIAMETER, STUMPS, ROOTS, TRASH, TOXIC SUBSTANCES, OR ANY OTHER MATERIAL WHICH MAY BE HARMFUL TO PLANT GROWTH. 13.VERIFY AMOUNT STOCKPILED IF ANY, AND SUPPLY ADDITIONAL AS NEEDED FROM NATURALLY WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST FOUR (4) INCHES DEEP. DO NOT OBTAIN TOPSOIL FROM BOGS OR MARSHES. 14.PROJECT ARBORIST SHALL APPROVE ALL TOPSOIL PRIOR TO PLACEMENT. M.REPAIR OF DAMAGED TREES 1.IF DAMAGE TO ANY TREE SHOULD OCCUR BY ACCIDENT OR NEGLIGENCE DURING THE CONSTRUCTION PERIOD, THE PROJECT ARBORIST SHALL APPRAISE THE DAMAGE AND MAKE RECOMMENDATIONS TO THE OWNER FOR REPAIR BY THE CONTRACTOR. 2.IF ANY TREE DESIGNATED TO BE SAVED IS REMOVED FROM THE SITE WITHOUT PERMISSION OF THE OWNER'S REPRESENTATIVE, THE PROJECT ARBORIST SHALL APPRAISE THE TREE AND MAKE RECOMMENDATIONS TO THE OWNER FOR REPLACEMENT BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF THE TREE AND ANY FEES THAT MAY BE ASSESSED TO THE OWNER BY THE GOVERNING AGENCY. TREE MITIGATION SPECIFICATIONS TYPICAL TREE MITIGATION NOTES1 L0.52 149 ROBE R T S F A M I L Y LAN E TUSKAWILLAROADNATURES WAY S T A T E R O A D 4 3 4 SOLARIS WHARF STREETSCHOOLSCHOOLSCHOOLSCHOOLSTOPSTOP1234WEST BUFFER : 430 LF1 TREE PER 30 LF & CONT INUOUS HEDGE REQU IRED14 TREES & CONT INUOUS HEDGE REQU IRED26 TREES & CONT INUOUS HEDGE PROV IDED SOUTH BUFFER: 582 LF 1 TREE PER 30 LF & CONTINUOUS HEDGE REQUI R E D 19 TREES & CONTINUOUS HEDGE REQUIRED 19 TREES & CONTINUOUS HEDGE PROVIDED NOR T H W E S T B U F F E R: 5 73 L F 1 TRE E P E R 3 0 L F & C O N TI N U O U S H E D G E R E Q UI R E D 19 TRE E S & C O N TI N U O U S H E D G E R E Q UI R E D 46 TRE E S, 1 E XI S TI N G T R E E & C O N TI N U O U S H E D G E P R O VI D E D TPFTPF B LDG . A 4 , 2 8 0 S F BLD G. B 2,325 SF BLD G. C 3,056 SF B L DG . E 1 0 , 0 0 0 S F BL DG . F 1 9 , 2 0 9 S F B L DG . D 1 9 , 2 0 0 S F LANDSCAPE REQUIREMENTS CODE REQUIRED PROPOSED SECTION 20-324 MIN. 1 TREE PER ISLAND 59 TREES 59 TREES BUFFER REQUIREMENTS 1 TREE PER 30 LF CONTINUOUS HEDGE NORTH WEST: 573 LF = 19 TREES WEST: 430 LF = 14 TREES SOUTH: 582 LF = 19 TREES NORTH EAST: NO BUFFER REQUIRED EAST: NO BUFFER REQUIRED NORTH WEST: 19 TREES + 1 EXISTING TREE + 27 MITIGATION TREES WEST: 14 TREES + 12 MITIGATION TREES SOUTH: 19 TREES NORTH EAST: N/A EAST: N/A TREE MITIGATION 672 CREDITS (MAX 205 UNDERSTORY TREES) 296 TOTAL TREES (296 CREDITS) (139 CANOPY, 157 UNDERSTORY) **REMAINING BALANCE 376 CREDITS TO BE PAID INTO TREE FUND. ($300 X 340 = $112,800) PER SEC. 5-9 TABLE 1 PLANT SCHEDULE TREES CODE COMMON NAME ET EXISTING TREE PRESERVE AND PROTECT; CONTRACTOR LIABLE FOR DAMAGE CANOPY TREE CODE COMMON NAME AF FLORIDA FLAME RED MAPLE STRAIGHT, SINGLE, FL #1 MG SOUTHERN MAGNOLIA STRAIGHT, SINGLE LEADER, FULL, FL #1 PO AMERICAN SYCAMORE STRAIGHT, SINGLE LEADER, FULL, FL #1 QC CATHEDRAL LIVE OAK STRAIGHT, FULL, SINGLE LEADER, 8` CT, FL #1 QV SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 QV2 SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 TD BALD CYPRESS STRAIGHT, SINGLE LEADER. FL #1 UD DRAKE ELM STRAIGHT, SINGLE LEADER. FL #1 PALM CODE COMMON NAME SA SABAL PALM STRAIGHT, SLICK, SINGLE LEADER, FL #1 UNDERSTORY TREE CODE COMMON NAME ED JAPANESE BLUEBERRY TREE STRAIGHT, SINGLE LEADER, FL #1, 4` CT LJ JAPANESE PRIVET MULTI-TRUNK, 4 TRUNK MIN, FULL, FL #1 LN WHITE CRAPE MYRTLE MULTI-TRUNK MULTI-TRUNK, 4 TRUNK MIN, FL #1 LX CRAPE MYRTLE STRAIGHT, SINGLE LEADER, 6` CT FL #1 SHRUBS CODE COMMON NAME IB DWARF BURFORD HOLLY FULL SB SAND CORD GRASS FULL SC GREEN SCHEFFLERA FULL TF FLORIDA GAMAGRASS FULL VD DWARF WALTER`S VIBURNUM FULL VO SWEET VIBURNUM FULL GROUND COVERS CODE COMMON NAME AB ARGENTINE BAHIAGRASS TIGHT ROLLED, FREE OF INSECTS/DISEASE / TEMPORARILY IRRIGATED UNTIL ESTABLISHED BF STALKED BULBINE FULL DV FLAX LILY FULL EG BLUE DAZE FULL HD DUNE SUNFLOWER FULL PA2 ARGENTINE BAHIAGRASS SEED 35 LBS / ACRE SF FLORITAM ST. AUGUSTINE SOD ROLLED TIGHT, 100% INSECT / WEED / DISEASE / DEBRIS FREE PLANT SCHEDULE WINTER SPRINGSMARKETPLACELANDSCAPE PLAN©L1.00 L1.01 L1.02 L1.03 L1.04 L1.05 L1.06 SEE SHEET L1.07 FOR FULL LANDSCAPE SCHEDULE MISC. QTY BOTANICAL/COMMON NAME MULCH TBD EUCALYPTUS MULCH NORTH NOTE: 10" OAKS = 4 TREES @ 2.5" CAL. 3 3 3 3 3 3 3 3 3 3 3 150 ROBE R T S F A M I L Y LAN E SOLARIS WHARF STREETSTOPPINESTRAW MULCH IN ALL SWALES (TYP.) OVERALL DEVELOPMENT PROPERTY LINE (TYP) HYDRANT (TYP) HYDRANT (TYP) B LDG . E 1 0 , 0 0 0 S F B L DG . D 1 9 , 2 0 0 S F TREES CODE COMMON NAME ET EXISTING TREE PRESERVE AND PROTECT; CONTRACTOR LIABLE FOR DAMAGE CANOPY TREE CODE COMMON NAME AF FLORIDA FLAME RED MAPLE STRAIGHT, SINGLE, FL #1 MG SOUTHERN MAGNOLIA STRAIGHT, SINGLE LEADER, FULL, FL #1 PO AMERICAN SYCAMORE STRAIGHT, SINGLE LEADER, FULL, FL #1 QC CATHEDRAL LIVE OAK STRAIGHT, FULL, SINGLE LEADER, 8` CT, FL #1 QV SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 QV2 SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 TD BALD CYPRESS STRAIGHT, SINGLE LEADER. FL #1 UD DRAKE ELM STRAIGHT, SINGLE LEADER. FL #1 PALM CODE COMMON NAME SA SABAL PALM STRAIGHT, SLICK, SINGLE LEADER, FL #1 UNDERSTORY TREE CODE COMMON NAME ED JAPANESE BLUEBERRY TREE STRAIGHT, SINGLE LEADER, FL #1, 4` CT LJ JAPANESE PRIVET MULTI-TRUNK, 4 TRUNK MIN, FULL, FL #1 LN WHITE CRAPE MYRTLE MULTI-TRUNK MULTI-TRUNK, 4 TRUNK MIN, FL #1 LX CRAPE MYRTLE STRAIGHT, SINGLE LEADER, 6` CT FL #1 SHRUBS CODE COMMON NAME IB DWARF BURFORD HOLLY FULL SB SAND CORD GRASS FULL SC GREEN SCHEFFLERA FULL TF FLORIDA GAMAGRASS FULL VD DWARF WALTER`S VIBURNUM FULL VO SWEET VIBURNUM FULL GROUND COVERS CODE COMMON NAME AB ARGENTINE BAHIAGRASS TIGHT ROLLED, FREE OF INSECTS/DISEASE / TEMPORARILY IRRIGATED UNTIL ESTABLISHED BF STALKED BULBINE FULL DV FLAX LILY FULL EG BLUE DAZE FULL HD DUNE SUNFLOWER FULL PA2 ARGENTINE BAHIAGRASS SEED 35 LBS / ACRE SF FLORITAM ST. AUGUSTINE SOD ROLLED TIGHT, 100% INSECT / WEED / DISEASE / DEBRIS FREE PLANT SCHEDULE WINTER SPRINGSMARKETPLACELANDSCAPE PLAN©L1.01 MATC HLI N E; S E E S H E E T L 1. 0 3 MA TCH L INE ; SEE SH E E T L 1 . 0 2 NORTH MISC. QTY BOTANICAL/COMMON NAME MULCH TBD EUCALYPTUS MULCH 3 3 3 3 3 151 S T A T E R O A D 4 3 4SCHOOLSCHOOLSCHOOLSCHOOL PINESTRAW MULCH IN ALL SWALES (TYP.) OVERALL DEVELOPMENT PROPERTY LINE (TYP) OVERALL DEVELOPMENT PROPERTY LINE (TYP) HYDRANT (TYP)TPFTPFTPFTPF CLEAR SIGHT WINDOW TO BE PROVIDED AND MAINTAINED BY OWNER PER 212.11.6.1 CLEAR SIGHT WINDOW CONCEPT SPECIMEN TREE TO REMAIN SOD DISTURBED AREAS SOD DISTURBED AREAS RETAINING WALL ROOT BARRIER (TYP) ROOT BARRIER (TYP) B L DG . A 4, 2 8 0 S F BLD G. B 2,325 S F BLD G. C 3,056 SF TREES CODE COMMON NAME ET EXISTING TREE PRESERVE AND PROTECT; CONTRACTOR LIABLE FOR DAMAGE CANOPY TREE CODE COMMON NAME AF FLORIDA FLAME RED MAPLE STRAIGHT, SINGLE, FL #1 MG SOUTHERN MAGNOLIA STRAIGHT, SINGLE LEADER, FULL, FL #1 PO AMERICAN SYCAMORE STRAIGHT, SINGLE LEADER, FULL, FL #1 QC CATHEDRAL LIVE OAK STRAIGHT, FULL, SINGLE LEADER, 8` CT, FL #1 QV SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 QV2 SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 TD BALD CYPRESS STRAIGHT, SINGLE LEADER. FL #1 UD DRAKE ELM STRAIGHT, SINGLE LEADER. FL #1 PALM CODE COMMON NAME SA SABAL PALM STRAIGHT, SLICK, SINGLE LEADER, FL #1 UNDERSTORY TREE CODE COMMON NAME ED JAPANESE BLUEBERRY TREE STRAIGHT, SINGLE LEADER, FL #1, 4` CT LJ JAPANESE PRIVET MULTI-TRUNK, 4 TRUNK MIN, FULL, FL #1 LN WHITE CRAPE MYRTLE MULTI-TRUNK MULTI-TRUNK, 4 TRUNK MIN, FL #1 LX CRAPE MYRTLE STRAIGHT, SINGLE LEADER, 6` CT FL #1 SHRUBS CODE COMMON NAME IB DWARF BURFORD HOLLY FULL SB SAND CORD GRASS FULL SC GREEN SCHEFFLERA FULL TF FLORIDA GAMAGRASS FULL VD DWARF WALTER`S VIBURNUM FULL VO SWEET VIBURNUM FULL GROUND COVERS CODE COMMON NAME AB ARGENTINE BAHIAGRASS TIGHT ROLLED, FREE OF INSECTS/DISEASE / TEMPORARILY IRRIGATED UNTIL ESTABLISHED BF STALKED BULBINE FULL DV FLAX LILY FULL EG BLUE DAZE FULL HD DUNE SUNFLOWER FULL PA2 ARGENTINE BAHIAGRASS SEED 35 LBS / ACRE SF FLORITAM ST. AUGUSTINE SOD ROLLED TIGHT, 100% INSECT / WEED / DISEASE / DEBRIS FREE PLANT SCHEDULE WINTER SPRINGSMARKETPLACELANDSCAPE PLAN©L1.02MA T CH L IN E ; SE E SH E E T L 1 . 0 1 MAT C H LI N E; S E E S H E E T L1.0 4 NORTH MISC. QTY BOTANICAL/COMMON NAME MULCH TBD EUCALYPTUS MULCH 3 3 3 3 3 3 15.81 ft152 NATURES WAYSOLARIS WHARF STREETSTOPSTOP1234SOD POND TO NORMAL WATER LINE (TYP.) EDGE OF EXISTING PAVEMENT (TYP.) OVERALL DEVELOPMENT PROPERTY LINE (TYP) HYDRANT (TYP) B LDG . E 1 0 , 0 0 0 S F BL DG . F 1 9 , 2 0 9 S F B L DG . D 1 9 , 2 0 0 S F TREES CODE COMMON NAME ET EXISTING TREE PRESERVE AND PROTECT; CONTRACTOR LIABLE FOR DAMAGE CANOPY TREE CODE COMMON NAME AF FLORIDA FLAME RED MAPLE STRAIGHT, SINGLE, FL #1 MG SOUTHERN MAGNOLIA STRAIGHT, SINGLE LEADER, FULL, FL #1 PO AMERICAN SYCAMORE STRAIGHT, SINGLE LEADER, FULL, FL #1 QC CATHEDRAL LIVE OAK STRAIGHT, FULL, SINGLE LEADER, 8` CT, FL #1 QV SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 QV2 SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 TD BALD CYPRESS STRAIGHT, SINGLE LEADER. FL #1 UD DRAKE ELM STRAIGHT, SINGLE LEADER. FL #1 PALM CODE COMMON NAME SA SABAL PALM STRAIGHT, SLICK, SINGLE LEADER, FL #1 UNDERSTORY TREE CODE COMMON NAME ED JAPANESE BLUEBERRY TREE STRAIGHT, SINGLE LEADER, FL #1, 4` CT LJ JAPANESE PRIVET MULTI-TRUNK, 4 TRUNK MIN, FULL, FL #1 LN WHITE CRAPE MYRTLE MULTI-TRUNK MULTI-TRUNK, 4 TRUNK MIN, FL #1 LX CRAPE MYRTLE STRAIGHT, SINGLE LEADER, 6` CT FL #1 PLANT SCHEDULE SHRUBS CODE COMMON NAME IB DWARF BURFORD HOLLY FULL SB SAND CORD GRASS FULL SC GREEN SCHEFFLERA FULL TF FLORIDA GAMAGRASS FULL VD DWARF WALTER`S VIBURNUM FULL VO SWEET VIBURNUM FULL GROUND COVERS CODE COMMON NAME AB ARGENTINE BAHIAGRASS TIGHT ROLLED, FREE OF INSECTS/DISEASE / TEMPORARILY IRRIGATED UNTIL ESTABLISHED BF STALKED BULBINE FULL DV FLAX LILY FULL EG BLUE DAZE FULL HD DUNE SUNFLOWER FULL PA2 ARGENTINE BAHIAGRASS SEED 35 LBS / ACRE SF FLORITAM ST. AUGUSTINE SOD ROLLED TIGHT, 100% INSECT / WEED / DISEASE / DEBRIS FREE WINTER SPRINGSMARKETPLACELANDSCAPE PLAN©L1.03 MAT C HLI N E; S E E S H E E T L 1. 0 1 MA TCH L I NE ; S E E SH E E T L 1 . 0 4 MATC H L IN E ; S E E SHEE T L 1 . 0 6 MAT C H LI N E; S E E S H E E T L1. 0 5 NORTH MISC. QTY BOTANICAL/COMMON NAME MULCH TBD EUCALYPTUS MULCH 3 3 3 3 3 3 3 3 3 153 SCHOOLSCHOOLSCHOOLOVERALL DEVELOPMENT PROPERTY LINE (TYP) HYDRANT (TYP) HYDRANT (TYP) SPECIMEN TREE TO REMAIN SOD DISTURBED AREAS RETAINING WALL BLD G. B 2,325 S F BLD G. C 3,056 SF TREES CODE COMMON NAME ET EXISTING TREE PRESERVE AND PROTECT; CONTRACTOR LIABLE FOR DAMAGE CANOPY TREE CODE COMMON NAME AF FLORIDA FLAME RED MAPLE STRAIGHT, SINGLE, FL #1 MG SOUTHERN MAGNOLIA STRAIGHT, SINGLE LEADER, FULL, FL #1 PO AMERICAN SYCAMORE STRAIGHT, SINGLE LEADER, FULL, FL #1 QC CATHEDRAL LIVE OAK STRAIGHT, FULL, SINGLE LEADER, 8` CT, FL #1 QV SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 QV2 SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 TD BALD CYPRESS STRAIGHT, SINGLE LEADER. FL #1 UD DRAKE ELM STRAIGHT, SINGLE LEADER. FL #1 PALM CODE COMMON NAME SA SABAL PALM STRAIGHT, SLICK, SINGLE LEADER, FL #1 UNDERSTORY TREE CODE COMMON NAME ED JAPANESE BLUEBERRY TREE STRAIGHT, SINGLE LEADER, FL #1, 4` CT LJ JAPANESE PRIVET MULTI-TRUNK, 4 TRUNK MIN, FULL, FL #1 LN WHITE CRAPE MYRTLE MULTI-TRUNK MULTI-TRUNK, 4 TRUNK MIN, FL #1 LX CRAPE MYRTLE STRAIGHT, SINGLE LEADER, 6` CT FL #1 SHRUBS CODE COMMON NAME IB DWARF BURFORD HOLLY FULL SB SAND CORD GRASS FULL SC GREEN SCHEFFLERA FULL TF FLORIDA GAMAGRASS FULL VD DWARF WALTER`S VIBURNUM FULL VO SWEET VIBURNUM FULL GROUND COVERS CODE COMMON NAME AB ARGENTINE BAHIAGRASS TIGHT ROLLED, FREE OF INSECTS/DISEASE / TEMPORARILY IRRIGATED UNTIL ESTABLISHED BF STALKED BULBINE FULL DV FLAX LILY FULL EG BLUE DAZE FULL HD DUNE SUNFLOWER FULL PA2 ARGENTINE BAHIAGRASS SEED 35 LBS / ACRE SF FLORITAM ST. AUGUSTINE SOD ROLLED TIGHT, 100% INSECT / WEED / DISEASE / DEBRIS FREE PLANT SCHEDULE WINTER SPRINGSMARKETPLACELANDSCAPE PLAN©L1.04 MAT C H LI N E; S E E S H E E T L1.0 2 MAT C HLI N E; S E E S H E E T L 1. 06 MATC H L IN E ; SEE SH E E T L 1 . 0 3 NORTH MISC. QTY BOTANICAL/COMMON NAME MULCH TBD EUCALYPTUS MULCH 3 3 3 33 154 NATURES WAY123 4SOD POND TO NORMAL WATER LINE (TYP.) 6' HIGH SCREEN WALL BY OTHERS (TYP.) OVERALL DEVELOPMENT PROPERTY LINE (TYP) OVERALL DEVELOPMENT PROPERTY LINE (TYP) TREES CODE COMMON NAME ET EXISTING TREE PRESERVE AND PROTECT; CONTRACTOR LIABLE FOR DAMAGE CANOPY TREE CODE COMMON NAME AF FLORIDA FLAME RED MAPLE STRAIGHT, SINGLE, FL #1 MG SOUTHERN MAGNOLIA STRAIGHT, SINGLE LEADER, FULL, FL #1 PO AMERICAN SYCAMORE STRAIGHT, SINGLE LEADER, FULL, FL #1 QC CATHEDRAL LIVE OAK STRAIGHT, FULL, SINGLE LEADER, 8` CT, FL #1 QV SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 QV2 SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 TD BALD CYPRESS STRAIGHT, SINGLE LEADER. FL #1 UD DRAKE ELM STRAIGHT, SINGLE LEADER. FL #1 PALM CODE COMMON NAME SA SABAL PALM STRAIGHT, SLICK, SINGLE LEADER, FL #1 UNDERSTORY TREE CODE COMMON NAME ED JAPANESE BLUEBERRY TREE STRAIGHT, SINGLE LEADER, FL #1, 4` CT LJ JAPANESE PRIVET MULTI-TRUNK, 4 TRUNK MIN, FULL, FL #1 LN WHITE CRAPE MYRTLE MULTI-TRUNK MULTI-TRUNK, 4 TRUNK MIN, FL #1 LX CRAPE MYRTLE STRAIGHT, SINGLE LEADER, 6` CT FL #1 SHRUBS CODE COMMON NAME IB DWARF BURFORD HOLLY FULL SB SAND CORD GRASS FULL SC GREEN SCHEFFLERA FULL TF FLORIDA GAMAGRASS FULL VD DWARF WALTER`S VIBURNUM FULL VO SWEET VIBURNUM FULL GROUND COVERS CODE COMMON NAME AB ARGENTINE BAHIAGRASS TIGHT ROLLED, FREE OF INSECTS/DISEASE / TEMPORARILY IRRIGATED UNTIL ESTABLISHED BF STALKED BULBINE FULL DV FLAX LILY FULL EG BLUE DAZE FULL HD DUNE SUNFLOWER FULL PA2 ARGENTINE BAHIAGRASS SEED 35 LBS / ACRE SF FLORITAM ST. AUGUSTINE SOD ROLLED TIGHT, 100% INSECT / WEED / DISEASE / DEBRIS FREE PLANT SCHEDULE WINTER SPRINGSMARKETPLACELANDSCAPE PLAN©L1.05 MAT C H LI N E; S E E S H E E T L2.0 3 MATCH L I N E ; S E E S H E E T L 2 . 0 6 NORTH MISC. QTY BOTANICAL/COMMON NAME MULCH TBD EUCALYPTUS MULCH 3 3 3 3 3 155 TUSKAWILLAROADSOD POND TO NORMAL OVERALL DEVELOPMENT PROPERTY LINE (TYP) FUTURE DEVELOPMENT AREA BLD G. C 3,056 SF TREES CODE COMMON NAME ET EXISTING TREE PRESERVE AND PROTECT; CONTRACTOR LIABLE FOR DAMAGE CANOPY TREE CODE COMMON NAME AF FLORIDA FLAME RED MAPLE STRAIGHT, SINGLE, FL #1 MG SOUTHERN MAGNOLIA STRAIGHT, SINGLE LEADER, FULL, FL #1 PO AMERICAN SYCAMORE STRAIGHT, SINGLE LEADER, FULL, FL #1 QC CATHEDRAL LIVE OAK STRAIGHT, FULL, SINGLE LEADER, 8` CT, FL #1 QV SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 QV2 SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 TD BALD CYPRESS STRAIGHT, SINGLE LEADER. FL #1 UD DRAKE ELM STRAIGHT, SINGLE LEADER. FL #1 PALM CODE COMMON NAME SA SABAL PALM STRAIGHT, SLICK, SINGLE LEADER, FL #1 UNDERSTORY TREE CODE COMMON NAME ED JAPANESE BLUEBERRY TREE STRAIGHT, SINGLE LEADER, FL #1, 4` CT LJ JAPANESE PRIVET MULTI-TRUNK, 4 TRUNK MIN, FULL, FL #1 LN WHITE CRAPE MYRTLE MULTI-TRUNK MULTI-TRUNK, 4 TRUNK MIN, FL #1 LX CRAPE MYRTLE STRAIGHT, SINGLE LEADER, 6` CT FL #1 SHRUBS CODE COMMON NAME IB DWARF BURFORD HOLLY FULL SB SAND CORD GRASS FULL SC GREEN SCHEFFLERA FULL TF FLORIDA GAMAGRASS FULL VD DWARF WALTER`S VIBURNUM FULL VO SWEET VIBURNUM FULL GROUND COVERS CODE COMMON NAME AB ARGENTINE BAHIAGRASS TIGHT ROLLED, FREE OF INSECTS/DISEASE / TEMPORARILY IRRIGATED UNTIL ESTABLISHED BF STALKED BULBINE FULL DV FLAX LILY FULL EG BLUE DAZE FULL HD DUNE SUNFLOWER FULL PA2 ARGENTINE BAHIAGRASS SEED 35 LBS / ACRE SF FLORITAM ST. AUGUSTINE SOD ROLLED TIGHT, 100% INSECT / WEED / DISEASE / DEBRIS FREE PLANT SCHEDULE WINTER SPRINGSMARKETPLACELANDSCAPE PLAN©L1.06MA T CH L INE ; SEE SH EET L 1 . 0 5 MAT C H LI N E; S E E S H E E T L 1. 0 4 NORTH MISC. QTY BOTANICAL/COMMON NAME MULCH TBD EUCALYPTUS MULCH 3 3 3 3 156 TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ET 3 -EXISTING TREE EXISTING -- PRESERVE AND PROTECT; CONTRACTOR LIABLE FOR DAMAGE CANOPY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE AF 29 ACER RUBRUM `FLORIDA FLAME`FLORIDA FLAME RED MAPLE FG 2.5" CAL MIN 12` HT., 4` SPR. STRAIGHT, SINGLE, FL #1 MG 20 MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA FG 2.5" CAL MIN 12` HT., 4` SPR. STRAIGHT, SINGLE LEADER, FULL, FL #1 PO 8 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE FG 2.5" CAL MIN 12` HT., 4` SPR. STRAIGHT, SINGLE LEADER, FULL, FL #1 QC 10 QUERCUS VIRGINIANA `CATHEDRAL`CATHEDRAL LIVE OAK FG 4" CAL MIN 12` HT., 4` SPR. STRAIGHT, FULL, SINGLE LEADER, 8` CT, FL #1 QV 36 QUERCUS VIRGINIANA SOUTHERN LIVE OAK FG 2.5" CAL MIN 12` HT., 4` SPR. STRAIGHT, SINGLE LEADER, FULL, FL #1 QV2 6 QUERCUS VIRGINIANA SOUTHERN LIVE OAK FG 10" CAL MIN 16` HT. MIN., 9` SPR. MIN. STRAIGHT, SINGLE LEADER, FULL, FL #1 TD 6 TAXODIUM DISTICHUM BALD CYPRESS FG 2.5" CAL MIN 12` HT., 4` SPR. STRAIGHT, SINGLE LEADER. FL #1 UD 24 ULMUS PARVIFOLIA `DRAKE`DRAKE ELM FG 2.5" CAL MIN 12` HT., 4` SPR. STRAIGHT, SINGLE LEADER. FL #1 PALM CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE SA 52 SABAL PALMETTO SABAL PALM FG -12` CT STRAIGHT, SLICK, SINGLE LEADER, FL #1 UNDERSTORY TREE CODE QTY BOTANICAL NAME COMMON NAME CONT CAL SIZE ED 51 ELAEOCARPUS DECIPIENS TM JAPANESE BLUEBERRY TREE FG 2" CAL MIN 8` HT., 4` SPR. STRAIGHT, SINGLE LEADER, FL #1, 4` CT LJ 17 LIGUSTRUM JAPONICUM JAPANESE PRIVET FG 4" CAL. TOT.8` HT., 4` SPR. MULTI-TRUNK, 4 TRUNK MIN, FULL, FL #1 LN 16 LAGERSTROEMIA X `NATCHEZ`WHITE CRAPE MYRTLE MULTI-TRUNK FG 4" CAL. TOT.8` HT., 4` SPR. MULTI-TRUNK, 4 TRUNK MIN, FL #1 LX 21 LAGERSTROEMIA `MUSKOGEE`CRAPE MYRTLE FG 3" CAL MIN 12` HT., 4` SPR. STRAIGHT, SINGLE LEADER, 6` CT FL #1 SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE IB 139 ILEX CORNUTA `BURFORDII NANA`DWARF BURFORD HOLLY 3 GAL 36" OC 12" FULL FULL SB 843 SPARTINA BAKERI SAND CORD GRASS 3 GAL 30" OC 16" FULL FULL SC 251 SCHEFFLERA ARBORICOLA GREEN SCHEFFLERA 3 GAL 30" OC 18" FULL FULL TF 224 TRIPSACUM FLORIDANUM FLORIDA GAMAGRASS 3 GAL 30" OC 18" FULL FULL VD 354 VIBURNUM OBOVATUM `DWARF WALTER`S`DWARF WALTER`S VIBURNUM 7 GAL 36" OC 30" FULL FULL VO 767 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 7 GAL 36" OC 30" FULL FULL GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE SPACING AB 13,734 SF PASPALUM NOTATUM `ARGENTINE`ARGENTINE BAHIAGRASS SOD -- TIGHT ROLLED, FREE OF INSECTS/DISEASE / TEMPORARILY IRRIGATED UNTIL ESTABLISHED BF 411 BULBINE FRUTESCENS STALKED BULBINE 3 GAL 14" FULL 24" OC FULL DV 755 DIANELLA TASMANICA `VARIEGATA`FLAX LILY 3 GAL 14" FULL 24" OC FULL EG 188 EVOLVULUS GLOMERATUS `BLUE DAZE`BLUE DAZE 3 GAL 12" FULL 18" OC FULL HD 1,263 HELIANTHUS DEBILIS DUNE SUNFLOWER 3 GAL 12" FULL 18" OC FULL PA2 50,603 SF PASPALUM NOTATUM `ARGENTINE`ARGENTINE BAHIAGRASS SEED -- SEED 35 LBS / ACRE SF 37,405 SF STENOTAPHRUM SECUNDATUM `FLORITAM`FLORITAM ST. AUGUSTINE SOD SOD -- ROLLED TIGHT, 100% INSECT / WEED / DISEASE / DEBRIS FREE PLANT SCHEDULE WINTER SPRINGSMARKETPLACELANDSCAPE PLAN©L1.07 LANDSCAPE NOTES: 1.ALL LANDSCAPE MATERIAL TO BE FLORIDA GRADE #1 OR BETTER QUALITY 2.ALL LANDSCAPED AREAS ARE TO RECEIVE A MINIMUM OF 4" OF TOPSOIL. 3.ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE. 4.ALL MATERIALS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 5.ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 6.ALL PLANTING AREAS SHALL BE COMPLETELY MULCHED AS SPECIFIED. 7.PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 1) TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA 2) TO PROTECT OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD 3) TO REPAIR ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE CONSTRUCTION. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE WARRANTY PERIOD. 11.ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 12.THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR WARRANTY PERIOD. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS DURING THE NORMAL PLANTING SEASON. 13.STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 14.ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO SOUND NURSERY PRACTICES, AND SHALL BE FLORIDA NO. 1 OR BETTER AS GIVEN IN "GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II," STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE. 15.ALL INVASIVE / EXOTIC SPECIES AND PROHIBITED TREE SPECIES SHALL BE REMOVED FROM SITE, INCLUDING ROOT BALLS TO THE EXTENT POSSIBLE WITH NO DAMAGE TO ADJACENT EXISTING TREES. 16.ALL LANDSCAPE AREAS WILL BE PROVIDED WITH PERMANENT AUTOMATIC IRRIGATION SYSTEM. 17.TREE SUPPORT MATERIALS ARE TO BE REMOVED FROM EACH TREE ONCE IT IS "ESTABLISHED" (AS APPROVED BY THE LANDSCAPE ARCHITECT). 18.ALL PLANT SPECIFICATIONS IN THE PLANT SCHEDULE SHALL BE CONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTOR SHALL PROCURE PLANT MATERIALS AND UPSIZE AS NECESSARY TO MEET THE MOST STRINGENT SPECIFICATION. MISC. QTY BOTANICAL/COMMON NAME SPECIFICATIONS MULCH TBD EUCALYPTUS MULCH 3" DEPTH MINIMUM, SHREDDED, FREE OF WEEDS/INVASIVE PLANT MATERIAL SOD TBD PASPALUM NOTATUM 'ARGENTINE'/ ARGENTINE BAHIA GRASS ROLLED TIGHT, 100% WEED/INSECT/DISEASE FREE MULCH TBD PINE STRAW MULCH 3" DEPTH MINIMUM, SHREDDED, FREE OF WEEDS/INVASIVE PLANT MATERIAL 3 3 3 157 16'-8"17'-4" 34'-0" 6'-0" TREES CODE COMMON NAME ET EXISTING TREE PRESERVE AND PROTECT; CONTRACTOR LIABLE FOR DAMAGE CANOPY TREE CODE COMMON NAME AF FLORIDA FLAME RED MAPLE STRAIGHT, SINGLE, FL #1 MG SOUTHERN MAGNOLIA STRAIGHT, SINGLE LEADER, FULL, FL #1 PO AMERICAN SYCAMORE STRAIGHT, SINGLE LEADER, FULL, FL #1 QC CATHEDRAL LIVE OAK STRAIGHT, FULL, SINGLE LEADER, 8` CT, FL #1 QV SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 QV2 SOUTHERN LIVE OAK STRAIGHT, SINGLE LEADER, FULL, FL #1 TD BALD CYPRESS STRAIGHT, SINGLE LEADER. FL #1 UD DRAKE ELM STRAIGHT, SINGLE LEADER. FL #1 PALM CODE COMMON NAME SA SABAL PALM STRAIGHT, SLICK, SINGLE LEADER, FL #1 UNDERSTORY TREE CODE COMMON NAME ED JAPANESE BLUEBERRY TREE STRAIGHT, SINGLE LEADER, FL #1, 4` CT LJ JAPANESE PRIVET MULTI-TRUNK, 4 TRUNK MIN, FULL, FL #1 LN WHITE CRAPE MYRTLE MULTI-TRUNK MULTI-TRUNK, 4 TRUNK MIN, FL #1 LX CRAPE MYRTLE STRAIGHT, SINGLE LEADER, 6` CT FL #1 SHRUBS CODE COMMON NAME IB DWARF BURFORD HOLLY FULL SB SAND CORD GRASS FULL SC GREEN SCHEFFLERA FULL TF FLORIDA GAMAGRASS FULL VD DWARF WALTER`S VIBURNUM FULL VO SWEET VIBURNUM FULL GROUND COVERS CODE COMMON NAME AB ARGENTINE BAHIAGRASS TIGHT ROLLED, FREE OF INSECTS/DISEASE / TEMPORARILY IRRIGATED UNTIL ESTABLISHED BF STALKED BULBINE FULL DV FLAX LILY FULL EG BLUE DAZE FULL HD DUNE SUNFLOWER FULL PLANT SCHEDULE ROBERTS FAMILY LANE TUSKAWILLAROADNATURES WAYSTATE ROAD 434SOLARIS WHARF STREETSCHOOLSCHOOLSCHOOLSCHOOLSTOPSTOP1234WINTER SPRINGSMARKETPLACESTREETSCAPEENLARGMENT©L1.08 NORTH ENLARGEMENT KEY: 158 WINTER SPRINGSMARKETPLACELANDSCAPE DETAILS©L1.50 4 3 6 7 8 9 10 11 5 3X ROOTBALL WIDTH MIN.6"12" TYP. TRUNK/ROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT. 1 6" DIA. CLEAR OF MULCH AT TRUNK FLARE.2 3" MINIMUM MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 3 4" HIGH BERM, FIRMLY COMPACTED.4 TREE FROG ANCHOR SYSTEM INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 5 FINISHED GRADE. (SEE GRADING PLAN)6 TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7 PREPARED PLANTING SOIL AS SPECIFIED.8 TOP OF ROOTBALL SHALL BE 1" ABOVE FINISHED GRADE. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. 9 UNDISTURBED NATIVE SOIL.10 SCARIFY BOTTOM AND SIDES OF PLANTING PIT. 11 TREE PLANTING SECTION / PLAN PLAN SECTION MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.PRUNE ALL TREES IN ACCORDANCE WITH ANSI A-300. 1 2 NTS 1 L1.50 TREE PLANTING ON A SLOPE SECTION / PLAN NTS PLAN SECTION MULCH/TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.PRUNE ALL TREES IN ACCORDANCE WITH ANSI A-300. 2 4 6 12 1 7 3 8 9 10 5 11 3X ROOTBALL WIDTH MIN.6"12" TYP. TRUNK/ROOT BALL TO BE CENTERED AND PLUMB/LEVEL IN PLANTING PIT. 1 6" DIA. CLEAR OF MULCH AT TRUNK FLARE.2 3. 4" HIGH BERM, FIRMLY COMPACTED.3 3" MINIMUM OF HARDWOOD BARK MULCH AS SPECIFIED. WHERE TREES ARE PLACED IN SOD, MULCH RING FOR TREES SHALL BE 6' DIAMETER (MIN.) OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 4 TREE FROG ANCHOR SYSTEM INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 5 4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE. (SEE GRADING PLAN) 6 TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7 PREPARED PLANTING SOIL AS SPECIFIED.8 ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 24" IN DIAMETER MAY SIT ON COMPACTED EARTH. 9 UNDISTURBED NATIVE SOIL.10 SCARIFY BOTTOM AND SIDES OF PLANTING PIT. 11 CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. 12 L1.50 2 MAINTAIN 12" DEAD ZONE AT BED EDGE. REFER TO PLANT SCHEDULE FOR SPACING. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE FRONT OF PLANTING BED. X X NOTES: A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B.WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT. C.ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE.4"TYP.4" TYP. 3X ROOT BALL WIDTH MINIMUM 1 3 4 10 'X' 5 88 6 7 6 7 9 2 SHRUB/GROUNDCOVER PLANTING SECTION / PLAN NTS PLAN SECTION TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 1 PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 2 3" MULCH LAYER AS SPECIFIED. 3 EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 4 FINISHED GRADE (SEE GRADING PLAN). 5 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES) NOTE: WHEN GROUND- COVERS AND SHRUBS USED IN MASSES, ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED. 6 SCARIFY OF PLANTING PIT SIDES AND BOTTOM. 7 4" HIGH BERM FIRMLY COMPACTED. 8 UNDISTURBED NATIVE SOIL.9 FERTILIZER TABLETS (MAX 3" DEEP) 10 L1.50 3 NOTES: A.EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF ISLAND & BACKFILL WITH APPROVED PLANTING MIX. B.PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP). C.ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR OR LESS. WIDTH VARIES - SEE PLANS SEE NOTE 12 3 PLANTED PARKING LOT ISLANDS/MEDIANS SECTION NTS CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS).1 CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS. 2 2" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH.3 L1.50 4 EXISTING GRADE (DASHED) NOTES: A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. B.WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT. C.ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE. 12 3 4 5 6 7 8 94" TYP.4" TYP. 3X ROOT BALL WIDTH MINIMUM SHRUB/GROUNDCOVER PLANTING ON A SLOPE SECTION NTS TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 1 PRUNE SHRUBS AS DIRECTED BY OWNER'S REPRESENTATIVE. 2 3" MINIMUM OF MULCH AS SPECIFIED. WHERE SHRUBS ARE PLACED IN MASSES, MULCH SHALL BE SPREAD IN A CONTINUOUS BED. 3 SOIL BERM TO HOLD WATER. TOP OF PLANTING PIT 'BERM' TO BE LEVEL ACROSS PIT. SLOPE DOWNHILL PORTION OF BERM AS REQUIRED TO MEET EXISTING GRADE. MULCH OVER EXPOSED TOPSOIL. 4 FINISHED GRADE (SEE GRADING PLAN) 5 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES). 6 SCARIFY SIDES AND BOTTOM OF PLANTING PIT. 7 FERTILIZER TABLETS (MAX 3" DEEP). 8 UNDISTURBED NATIVE SOIL9 L1.50 5 NOTES: 1.CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB. 2.INSTALL SPECIFIED MULCH: 24" MIN. FROM BUILDING. SPECIFIED MULCH TO BE INSTALLED AT A DEPTH OF 3" (MIN.) PLANTINGS ADJACENT TO BUILDINGS SECTION NTS 24" MIN. CLEAR MIN. 1/2 MATURE SHRUB WIDTH BUILDING SPECIFIED MULCH L1.50 6 2'-0" MIN. CLR. MIN. 1/2 MATURE SHRUB WIDTH 1 2 PARKING SPACE/CURB PLANTING SECTION NTS INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN. MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE. 1 CURB / PARKING LOT EDGE.2 L1.50 7 4'-0"7'-6"7'-6"7'-6" 7'-6" MIN. 1 2 MATURE SHRUB WIDTH MIN. 15' CLEAR MIN. 1 2 MATURE SHRUB WIDTH FIRE HYDRANT 1 2 3 SHRUB PLANTING AT FIRE HYDRANT SECTION / PLAN NTS PLAN SECTION FIRE HYDRANT.1 NO PLANT EXCEEDING 12" MATURE HEIGHT MATERIAL SHALL BE PLACED WITHIN SHOWN RADIUS OF ALL PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE. 2 FRONT OF HYDRANT (TOWARD CURB) 3 L1.50 8 +H.P. LIMITS OF PLANTING PIT NOTES: A.THIS DETAIL SHALL BE IMPLEMENTED WHERE PERCOLATION RATES ARE 2" PER HOUR OR LESS. B.CONTRACTOR TO PERFORM PERCOLATION TEST AS REQUIRED. AND NOTIFY OWNER/LANDSCAPE ARCHITECT. C.SEE TYPICAL TREE PLANTING DETAIL THIS SHEET FOR PLANT STAKING. 3X ROOTBALL DIAMETER VARIES1 2 3 4 5 6 7 8 5 6 9 POOR DRAINAGE CONDITION SECTION / PLAN NTS PLAN SECTION FINISH GRADE (SEE GRADING PLANS).1 BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 2 FILTER CLOTH, MIRAFI 500X OR BETTER.3 SLOPE BOTTOM TO DRAIN.4 AUGURED HOLE Ø ±18" PENETRATE THROUGH OCCLUDING LAYER TO WATER TABLE OR TO A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. 5 BACKFILL WITH 1/2" - 3/4" GRAVEL TO REQUIRED DEPTH THROUGH OCCLUDING LAYER TO ASSURE PROPER PERCOLATION. 6 WATER TABLE. (DEPTH VARIES)7 UNDISTURBED NATIVE SOIL.8 SET ROOTBALL ON UNDISTURBED STABLE SUBSOIL SO THAT TOP OF ROOT BALL IS 1" ABOVE FINISHED GRADE. 9 ROOTBALL TRUNK L1.50 9 INSTALLATION NOTES: NOTE: IF WIRE TIES ARE USED, AVOID DIRECT CONTACT WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME. A.POST SELECTION SHOULD BE BASED ON EXPECTED STRENGTH NEEDS AND THE LENGTH OF TIME FENCE WILL BE IN PLACE. FLEXIBLE FIBERGLASS ROD POSTS ARE RECOMMENDED FOR PARKS, ATHLETIC EVENTS AND CROWD CONTROL INSTALLATIONS. METAL "T" POSTS OR TREATED WOOD POSTS ARE TYPICALLY USED FOR CONSTRUCTION AND OTHER APPLICATIONS. B.POSTS SHOULD BE DRIVEN INTO THE GROUND TO A DEPTH OF 1/3 OF THE HEIGHT OF THE POST. FOR EXAMPLE, A 6' POST SHOULD BE SET AT LEAST 2' INTO THE GROUND. C.SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.). D.SECURE FENCING TO POST WITH NYLON CABLE TIES (AVAILABLE FROM CONWED PLASTICS). WOOD STRIPS MAY BE ALSO BE USED TO PROVIDE ADDITIONAL SUPPORT AND PROTECTION BETWEEN TIES AND POSTS. 6'-8"oc 6'MIN.1 2 CORNER CONNECTION CONNECTION TREE PROTECTION FENCING ELEVATION / PLAN NTS 6'H "PERIMETER PLUS" CONSTRUCTION FENCE BY CONWED PLASTICS OR OWNER'S REPRESENTATIVE APPROVED EQUAL. SUBMIT PRODUCT INFORMATION FOR APPROVAL PRIOR TO INSTALLATION. 1 8' TALL METAL "T" POSTS OR 2" x 2" X 8' PRESSURE TREATED WOOD POSTS WITH 24" BURIAL BELOW GRADE. 2 ELEVATION PLAN DRIPLINE (TYP.) DRIPLINE (TYP.) L1.50 10 PALM PLANTING SECTION / PLAN NTS OA =OVERALL PALM HEIGHT (MEASURED TO TOP OF BUD) CT =CLEAR TRUNK (MEASURED TO BOTTOM OF LEAF SHEATHS) GW =GRAY WOOD (MEASURED TO TOP OF HARDENED TRUNK) NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.ALL TREE STAKING IS TO BE WITHIN MULCH BED AREA OUTSIDE TREE PIT. C.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION - REFER TO POOR DRAINAGE CONDITION DETAIL.OACT / GW12"6"1 2 3 4 5 6 7 PLAN SECTION 4 8 9 5 LAYERS OF BURLAP TO PROTECT TRUNK. 1 FIVE 2" X 4" X 18" WOOD BATTENS.2 SECURE BATTENS WITH 2- 3/4" CARBON STEEL BANDS TO HOLD BATTENS IN PLACE. NO NAILS SHALL BE DRIVEN INTO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING. 3 (3) 2"X4"X8' SUPPORTS. NAIL (DRILL AN NAIL IF NECESSARY) TO BATTENS AND 2" 4" STAKES. STAIN DARK BROWN. 4 3" SPECIFIED MULCH5 BERM SOIL TO HOLD WATER.6 FINISH GRADE7 2X4X24" (MIN) P.T. WOOD STAKES (TYP.) NAIL TO SUPPORT POLES. 8 PREPARED PLANTING SOIL AS SPECIFIED. (SEE LANDSCAPE NOTES). 9 11 L1.50 1.BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN.) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF ROOT BALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2.4" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. 3.DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOT BALL-ROUGHEN SIDES OF TREE PIT. 4.3" HIGH SOIL BERM TO HOLD WATER. 5.TOPSOIL MIX BACKFILL. 6.TREE WRAP. 7.4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 8.ROOT BALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOT BALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9.UNDISTURBED SUBSOIL. 10.PREPARE PLANTING SOIL AS SPECIFIED. 11.Tree Frog® RBK40pt FOR UP TO 4" TREE CALIPER OR Tree Frog® RBK60pt FOR GREATER THAN 4" AND UP TO 6" TREE CALIPER. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. PLAN SECTION NOTES: A.FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B.SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C.SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D.PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E.ASSURE PERCOLATION OF ALL PLANTING PITSOVERALL HEIGHT (O.H.)CLEAR TRUNK (C.T.)HEIGHT12" TYP. 1 2 3 4 5 8 9 10 117 6 TREE STAKING MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK MULTI-TRUNK TREE PLANTING SECTION/PLAN NTS 12 L1.50 159 WINTER SPRINGSMARKETPLACELANDSCAPESPECIFICATIONS©L1.51 TYPICAL LANDSCAPE SPECIFICATIONS (FLORIDA) A.SCOPE OF WORK 1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS, AS INCLUDED IN THE PLANT LIST, AND AS SPECIFIED HEREIN. 2.WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER. B.PROTECTION OF EXISTING STRUCTURES 1.ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER. 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BMP DEVICES ACCORDING TO ALL REGULATORY AGENCY'S STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTION ACTIVITIES. 3.THE CONTRACTOR SHALL SUBMIT A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN UNLESS THE WORK REQUIRES NOTHING MORE THAN A DIRECT APPLICATION OF FDOT DESIGN STANDARDS, INDEX 600. IF A DIRECT APPLICATION OF INDEX 600 IS PROPOSED, THE CONTRACTOR SHALL SUBMIT IN WRITING A STATEMENT INDICATING THE STANDARD INDEX AND PAGE NUMBER NO LESS THAN 10 BUSINESS DAYS PRIOR TO START OF CONSTRUCTION. WHEN A DIRECT APPLICATION OF FDOT STANDARD INDEX 600 IS NOT ACCEPTABLE A PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN SHALL BE PREPARED BY A FLORIDA PROFESSIONAL ENGINEER WHO HAS SUCCESSFULLY COMPLETED ADVANCED TRAINING IN MAINTENANCE OF TRAFFIC, AS DEFINED BY FDOT FOR APPROVAL BY THE COUNTY ENGINEER'S REPRESENTATIVE. 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNER OF SUCH UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UNDERGROUND FACILITIES DURING CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE THERETO RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. C.PROTECTION OF EXISTING PLANT MATERIALS 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBS EXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... THIS SHALL INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED ON SITE. EXISTING TREES KILLED OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OF THREE HUNDRED DOLLARS ($300) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. 2.SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE. D.MATERIALS 1.GENERAL MATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER. UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE. MATERIAL SAMPLE SIZE MULCH ONE (1) CUBIC FOOT TOPSOIL MIX ONE (1) CUBIC FOOT PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY) 2.PLANT MATERIALS a.PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. ALL NURSERY STOCK SHALL BE IN ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. ALL PLANTS SHALL BE FLORIDA GRADE NO. 1 OR BETTER AS DETERMINED BY THE FLORIDA DIVISION OF PLANT INDUSTRY. ALL PLANTS SHALL BE HEALTHY, VIGOROUS, SOUND, WELL-BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE OWNER'S REPRESENTATIVE. b.MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. c.INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. E.SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX) 1.CONTRACTOR SHALL TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW: 2.SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. CONTRACTOR TO SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. a.TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE FERTILE, FRIABLE, AND OF A LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS, STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AND HAVE A PH BETWEEN 5.5 AND 7.0. b.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND. 2.TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING. F.WATER 1.WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC.... IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. * WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. G.FERTILIZER CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY-DERIVED. * FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. H.MULCH 1.MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A DEPTH OF THREE (3) INCHES. CLEAR MULCH FROM EACH PLANT'S CROWN (BASE). MULCH SHALL BE "FLORIMULCH," EUCALYPTUS MULCH, OR SIMILAR SUSTAINABLY HARVESTED MULCH UNLESS SPECIFIED OTHERWISE. 2.PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE PIT (6' MINIMUM) PLANTED UNDER THIS CONTRACT. I.DIGGING AND HANDLING 1.PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO THE SITE SHALL BE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE TRANSPIRATIONAL WATER LOSS. 2.BALLED AND BURLAPPED (B&B), AND FIELD GROWN (FG) PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL OF SUFFICIENT SIZE TO ENCOMPASS THE FIBROUS AND FEEDING ROOTS OF THE PLANTS. NO PLANTS MOVED WITH A ROOT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. PLANTS SHALL NOT BE HANDLED BY STEMS. 3.PLANTS MARKED "BR" IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS. CARE SHALL BE EXERCISED THAT THE ROOTS DO NOT DRY OUT DURING TRANSPORTATION AND PRIOR TO PLANTING. 4.PROTECTION OF PALMS: ONLY A MINIMUM OF FRONDS SHALL BE REMOVED FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR TRUNK (CT) SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED. ALL PALMS SHALL BE BRACED PER PALM PLANTING DETAIL. 5.EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE TO SURFACE AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS, FOOTERS AND PREPARED SUB-BASES. J.CONTAINER GROWN STOCK 1.ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL-ROOTED PLANTS ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH ARE OF GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. 2.AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. CONTAINER GROWN STOCK SHALL NOT BE HANDLED BY THEIR STEMS. 3.ROOT BOUND PLANTS ARE NOT ACCEPTABLE AND WILL BE REJECTED. 4.RPG= "ROOTS PLUS GROWER" CONTAINER PRODUCTS SHALL BE USED WHERE SPECIFIED. K.COLLECTED STOCK WHEN THE USE OF COLLECTED STOCK IS PERMITTED AS INDICATED BY THE OWNER OR OWNER'S REPRESENTATIVE, THE MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY. L.NATIVE STOCK PLANTS COLLECTED FROM WILD OR NATIVE STANDS SHALL BE CONSIDERED NURSERY GROWN WHEN THEY HAVE BEEN SUCCESSFULLY RE-ESTABLISHED IN A NURSERY ROW AND GROWN UNDER REGULAR NURSERY CULTURAL PRACTICES FOR A MINIMUM OF TWO (2) GROWING SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW. M.MATERIALS LIST QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY, BUT THE LANDSCAPE ARCHITECT OR OWNER ASSUMES NO LIABILITY FOR OMISSIONS OR ERRORS. SHOULD A DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO BIDDING OR INSTALLATION. ALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE. N.FINE GRADING 1.FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED. 2.THE CONTRACTOR SHALL FINE GRADE THE LAWN AND PLANTING AREAS TO BRING THE ROUGH GRADE UP TO FINAL FINISHED GRADE ALLOWING FOR THICKNESS OF SOD AND/OR MULCH DEPTH. CONTRACTOR SHALL FINE GRADE BY HAND AND/OR WITH ALL EQUIPMENT NECESSARY INCLUDING A GRADING TRACTOR WITH FRONT-END LOADER FOR TRANSPORTING SOIL WITHIN THE SITE. 3.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S PLANS FOR FINAL GRADES, IF APPLICABLE. O.PLANTING PROCEDURES 1.CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER DAILY. ALL MORTAR, CEMENT, AND TOXIC MATERIAL SHALL BE REMOVED FROM THE SURFACE OF ALL PLANT BEDS. THESE MATERIALS SHALL NOT BE MIXED WITH THE SOIL. SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT THE PLANT GROWTH, HE SHALL IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE. FAILURE TO DO SO BEFORE PLANTING SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY OF THE CONTRACTOR. 2.VERIFY LOCATIONS OF ALL UTILITIES, CONDUITS, SUPPLY LINES AND CABLES, INCLUDING BUT NOT LIMITED TO: ELECTRIC, GAS (LINES AND TANKS), WATER, SANITARY SEWER, STORMWATER SYSTEMS, CABLE, AND TELEPHONE. PROPERLY MAINTAIN AND PROTECT EXISTING UTILITIES. CALL SUNSHINE STATE ONE CALL OF FLORIDA, INC. (811) TO LOCATE UTILITIES AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3.SUBGRADE EXCAVATION: CONTRACTOR IS RESPONSIBLE TO REMOVE ALL EXISTING AND IMPORTED LIMEROCK AND LIMEROCK SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON-SITE SOURCE OR AN IMPORTED SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS AFTER 36" DEEP EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT BE ACHIEVED, CONTRACTOR SHALL UTILIZE POOR DRAINAGE CONDITION PLANTING DETAIL. 4.FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS AS SPECIFIED HEREIN. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG AT NURSERY OR GROWING SITE. 5.COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL PRACTICES AS USED IN THE TRADE. UPON ARRIVAL AT THE SITE, PLANTS SHALL BE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED ONSITE SHALL NOT REMAIN UNPLANTED OR APPROPRIATELY HEALED IN FOR A PERIOD EXCEEDING TWENTY-FOUR (24) HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL PRACTICES SHALL BE EXERCISED. 6.THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS. COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. 7.ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA STANDARD FOR NURSERY STOCK 260.1, UNLESS SHOWN OTHERWISE ON THE DRAWINGS, AND BACK FILLED WITH THE PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. TEST ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER DRAINAGE. IF POOR DRAINAGE EXISTS, UTILIZE "POOR DRAINAGE CONDITION" PLANTING DETAIL. TREES SHALL BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO PLACE WITH A SLOW, FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED LANDSCAPE FOREMAN. PROPER "JETTING IN" SHALL BE ASSURED TO ELIMINATE AIR POCKETS AROUND THE ROOTS. "JET STICK" OR EQUAL IS RECOMMENDED. 8.TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES WHILE INSTALLING TREES. 9.SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION E OF THESE SPECIFICATIONS. 10.TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING). 11.AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT PITS SHALL BE AMENDED WITH ENDOMYCORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. PROVIDE PRODUCT INFORMATION SUBMITTAL PRIOR TO INOCULATION. 12.FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL IS SATURATED. TO DO THIS, FILL HOLE WITH WATER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF NECESSARY TO GET SOIL THOROUGHLY WET. PACK LIGHTLY WITH FEET, ADD MORE WET SOIL MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE. ALL BURLAP, ROPE, WIRES, BASKETS, ETC.., SHALL BE REMOVED FROM THE SIDES AND TOPS OF BALLS, BUT NO BURLAP SHALL BE PULLED FROM UNDERNEATH. 13.TREES SHALL BE PRUNED, AT THE DIRECTION OF THE OWNER OR OWNER'S REPRESENTATIVE, TO PRESERVE THE NATURAL CHARACTER OF THE PLANT. ALL SOFT WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY CERTIFIED ARBORIST, IN ACCORDANCE WITH ANSI A-300. 14.SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. MATERIALS INSTALLED SHALL MEET MINIMUM SPECIMEN REQUIREMENTS OR QUANTITIES SHOW ON PLANS, WHICHEVER IS GREATER. CULTIVATE ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. MIX TOP 4" THE PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. THOROUGHLY WATER ALL PLANTS AFTER INSTALLATION. 15.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND BRACING, THE OWNER SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IN WRITING AND AGREE TO INDEMNIFY AND HOLD HARMLESS THE PROJECT LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES PLANTED UNDER THIS CONTRACT FALL AND DAMAGE PERSON OR PROPERTY. 16.ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER, "ROUND-UP" SHALL BE APPLIED FOR WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER MANUFACTURER'S PRECAUTIONS AND SPECIFICATIONS. PRIOR TO FINAL INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE AT AN APPLICATION RATE RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY JURISDICTIONAL AUTHORITY) P.LAWN SODDING 1.THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING COMPLETE, IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. 2.ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS BY MEANS OF A SOD CUTTER TO A DEPTH OF THREE (3) INCHES, AND THE GROUND BROUGHT TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AND THE SURFACE SHALL BE REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE. 3.PREPARE LOOSE BED FOUR (4) INCHES DEEP. HAND RAKE UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY. 4.SODDING a.THE CONTRACTOR SHALL SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. b.THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. c.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS. ADJACENT TO BUILDINGS, A 24 INCH STONE MULCH STRIP SHALL BE PROVIDED. IMMEDIATELY FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES, AND THEN THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY. 5.DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE STACKED SO AS NOT TO BE DAMAGED BY SWEATING OR EXCESSIVE HEAT AND MOISTURE. 6.LAWN MAINTENANCE a.WITHIN THE CONTRACT LIMITS, THE CONTRACTOR SHALL PRODUCE A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER THAN 12"X12") UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). b.CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON ACCEPTANCE, CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY. Q.CLEANUP UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE. R.PLANT MATERIAL MAINTENANCE ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH AS RE-STAKING OR REPAIRING GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. S.FINAL INSPECTION AND ACCEPTANCE OF WORK FINAL INSPECTION AT THE END OF THE WARRANTY PERIOD SHALL BE ON PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. ANY REPLACEMENT AT THIS TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN WRITING) BEGINNING WITH THE TIME OF REPLACEMENT AND ENDING WITH THE SAME INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. T.WARRANTY 1.THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED (INCLUDING SOD) BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF CERTIFICATION OF ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. 2.ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED PLANTED AND MULCHED AS SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. 3.IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. SITE VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF TWELVE (12) MONTHS FROM THE DATE OF ACCEPTANCE. GENERAL LANDSCAPE SPECIFICATIONS AND NOTES 1 L1.51 160 ROBE R T S F A M I L Y LANE TUSKAWILLAROADNATURES WAY S T A T E R O A D 4 3 4 SOLARIS WHARF STREETSCHOOLSCHOOLSCHOOLSCHOOLSTOPSTOPB LDG . A 4, 2 8 0 S F BLDG. B 2,325 S F BLD G. C 3,056 SF B LDG . E 1 0 , 0 0 0 S F B L DG . F 1 9 , 2 0 9 S FBLDG . D 1 9 , 2 0 0 S F P I C K U P 1234TPFTPF B LDG . A 4, 2 8 0 S F BLDG. B 2,325 S F BLD G. C 3,056 SF B LDG . E 1 0 , 0 0 0 S F B L DG . F 1 9 , 2 0 9 S FBLDG . D 1 9 , 2 0 0 S F M FS C RS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 99 40 TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN14 1806-SAM-P45-NP 134 40 TURF ROTARY, 8`-14` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN18 1806-SAM-P45-NP 36 40 TURF ROTARY, 13`-18` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN24 1806-SAM-P45-NP 58 40 TURF ROTARY, 17`-24` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 74 40 SHRUB ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 SHRUB SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP RAIN BIRD 1804-SAM-NP-1400 FLOOD 1401 165 40 FLOOD BUBBLER 4.0" POPUP WITH CHECK VALVE, AND NON-POTABLE PURPLE CAP. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY AREA TO RECEIVE DRIPLINE RAIN BIRD XFD-09-12-NP 26,710 L.F. XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY XF INSERT FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESBR-PRS-D 1-1/2"1 1", 1-1/2", AND 2" DURABLE CHLORINE-RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL HANDLE, AND PRESSURE REGULATOR MODULE. RAIN BIRD ESP12LXMEF WITH (01) ESPLXMSM12 1 24 STATION COMMERCIAL CONTROLLER. PLASTIC WALL MOUNT. FLOW SENSING. RAIN BIRD RSD-BEX 1 RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. RAIN BIRD FS-150-P 1 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5.0 GPM TO 100.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. WATER METER 1-1/2" 1 IRRIGATION MAINLINE: PVC SCHEDULE 40 2,306 L.F. PIPE SLEEVE: PVC SCHEDULE 40 178.1 L.F. PIPE SLEEVE: PVC SCHEDULE 40 832.0 L.F. R-VAN-SST R-VAN-RCSR-VAN-LCS R-VAN14 R-VAN14-360 R-VAN18 R-VAN18-360 R-VAN24 R-VAN24-360 R-VAN-SST R-VAN-RCSR-VAN-LCS 1408140414021401 C RS FS M IRRIGATION SCHEDULE FLOW TOTALS Area for Dripline:400.7 Bubbler:176.0 Shrub Rotary:21.2 Turf Rotary:266.3 Total:864.2 GPM WINTER SPRINGSMARKETPLACEIRRIGATION PLAN©L2.00 L2.01 L2.02 L2.03 L2.04 L2.05 L2.06 IRRIGATION NOTES 1.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, EQUIPMENT QUANTITIES, ETC. PRIOR TO BEGINNING WORK. 2.CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS OR SPECIFICATIONS PRIOR TO BEGINNING OR CONTINUING WORK. 3.THE CONTRACTOR SHALL MAKE NO SUBSTITUTIONS, DELETIONS, OR ADDITIONS TO THIS PLAN WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. 4.ALL CONSTRUCTION SHALL CONFORM TO CITY, COUNTY, STATE, AND FEDERAL REQUIREMENTS. IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THAT ALL IRRIGATION EQUIPMENT MEETS GOVERNMENT REGULATIONS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ANY NECESSARY PERMITS OR APPROVALS. 5.THIS PLAN IS SCHEMATIC AND DUE TO THE NATURE OF CONSTRUCTION SLIGHT FIELD MODIFICATIONS MAY BE NECESSARY TO IMPLEMENT PLAN. 6.CONTRACTOR TO VERIFY ACTUAL AVAILABLE WATER PRESSURE BEFORE BEGINNING INSTALLATION. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IF AVAILABLE WATER PRESSURE WILL NOT ALLOW SYSTEM MODIFICATION TO BE POSSIBLE. 7.IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER SUPPLY, SHALL HAVE A BACKFLOW PREVENTER INSTALLED. 8.WHERE APPLICABLE IRRIGATION HEADS ARE TO BE ADJUSTED FOR COMPLETE COVERAGE WITH MINIMUM OVER SPRAY BEYOND LANDSCAPE AREAS. 9.EXISTING TREES TO REMAIN ARE TO BE PROTECTED FROM DAMAGE. DO NOT TRENCH OR EXCAVATE WITHIN THE CRITICAL ROOT ZONE OF ANY TREE. 10.ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FOR IRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES. 11.IRRIGATION CONTRACTOR SHALL REVIEW WINTERIZATION PROCEDURES FOR IRRIGATION SYSTEM WITH OWNER'S REPRESENTATIVE. 12.ALL PLANT MATERIAL IN TREE HOLDING AREAS SHALL BE MANUALLY WATERED/IRRIGATED TO KEEP MOIST UNTIL PLANTED. 13.CONTRACTOR TO PROVIDE PERMANENT BENCH-MARKS ON ALL CURB LINES AT RELATED SLEEVE LOCATIONS (TYP). 14.THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED TO MINIMIZE ROOT DISTURBANCE IN EXISTING TREES. 15.IRRIGATION SPRAYS AND ROTORS ARE NOT COMBINED ON THE SAME CONTROL VALVE CIRCUIT - LANDSCAPE BEDS AND TURF ON SEPARATE CIRCUITS. NOTE: ALL PIPING, SPRAY HEADS, VALVES, VALVE BOXES, ETC. SHALL BE PURPLE IN COLOR 3 161 ROBE R T S F A M I L Y LAN E SOLARIS WHARF STREETSTOPBAHIA SOD TO RECEIVE TEMPORARY IRRIGATION UNTIL ESTABLISHMENT (TYP). LATERAL SLEEVING (TYP) LATERAL SLEEVING (TYP) LATERAL SLEEVING (TYP) OVERALL DEVELOPMENT PROPERTY LINE (TYP). CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP). ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP). CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP). NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE 6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS (TYP). COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT ASSOCIATED TOPS OF CURB (TYP).RE T A I L B 1 0 , 0 0 0 S F F F E : 4 7 . 3 5 ' R E T A I L A 1 9 , 0 0 0 S F F F E : 4 7 . 3 5 ' FF E : 4 7 . 0 0 ' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 99 40 TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN14 1806-SAM-P45-NP 134 40 TURF ROTARY, 8`-14` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN18 1806-SAM-P45-NP 36 40 TURF ROTARY, 13`-18` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN24 1806-SAM-P45-NP 58 40 TURF ROTARY, 17`-24` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 74 40 SHRUB ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 SHRUB SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP RAIN BIRD 1804-SAM-NP-1400 FLOOD 1401 165 40 FLOOD BUBBLER 4.0" POPUP WITH CHECK VALVE, AND NON-POTABLE PURPLE CAP. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY AREA TO RECEIVE DRIPLINE RAIN BIRD XFD-09-12-NP 26,710 L.F. XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY XF INSERT FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESBR-PRS-D 1-1/2"1 1", 1-1/2", AND 2" DURABLE CHLORINE-RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL HANDLE, AND PRESSURE REGULATOR MODULE. RAIN BIRD ESP12LXMEF WITH (01) ESPLXMSM12 1 24 STATION COMMERCIAL CONTROLLER. PLASTIC WALL MOUNT. FLOW SENSING. RAIN BIRD RSD-BEX 1 RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. RAIN BIRD FS-150-P 1 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5.0 GPM TO 100.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. WATER METER 1-1/2" 1 IRRIGATION MAINLINE: PVC SCHEDULE 40 2,306 L.F. PIPE SLEEVE: PVC SCHEDULE 40 178.1 L.F. PIPE SLEEVE: PVC SCHEDULE 40 832.0 L.F. R-VAN-SSTR-VAN-RCSR-VAN-LCS R-VAN14 R-VAN14-360 R-VAN18 R-VAN18-360 R-VAN24 R-VAN24-360 R-VAN-SST R-VAN-RCSR-VAN-LCS 1408140414021401 C RS FS M IRRIGATION SCHEDULE WINTER SPRINGSMARKETPLACEIRRIGATION PLAN©L2.01 MATC H LI N E; S E E S H E E T L 2. 0 3 MA TCH L IN E ; SEE SH E E T L 2 . 0 2 162 S T A T E R O A D 4 3 4SCHOOLSCHOOLSCHOOLSCHOOLTPFTPFTPFTPF BAHIA SOD TO RECEIVE TEMPORARY IRRIGATION UNTIL ESTABLISHMENT (TYP). M FS MAINLINE SLEEVING (TYP) MAINLINE SLEEVING (TYP) LATERAL SLEEVING (TYP) OVERALL DEVELOPMENT PROPERTY LINE (TYP). C RS CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP). CONTROLLER & RAIN SENSOR TO BE LOCATED OUTSIDE IN GREEN SPACE, SCREENED FROM THE PUBLIC VIEW. AVOID OVERHEAD OBSTRUCTIONS AND OVERSPRAY ASSOCIATED WITH RAIN SENSOR. VERIFY FINAL LOCATION WITH OWNER. ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE NOT ALL NECESSARY SLEEVES SHOWN. ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE 6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS (TYP). MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE 6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS (TYP). CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP). CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP). NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). OVERALL DEVELOPMENT PROPERTY LINE (TYP). OP 22,325 SF FFE: 47.00' B LDG . A 4 , 2 8 0 S F F F E : 4 7 . 0 0 ' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 99 40 TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN14 1806-SAM-P45-NP 134 40 TURF ROTARY, 8`-14` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN18 1806-SAM-P45-NP 36 40 TURF ROTARY, 13`-18` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN24 1806-SAM-P45-NP 58 40 TURF ROTARY, 17`-24` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 74 40 SHRUB ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 SHRUB SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP RAIN BIRD 1804-SAM-NP-1400 FLOOD 1401 165 40 FLOOD BUBBLER 4.0" POPUP WITH CHECK VALVE, AND NON-POTABLE PURPLE CAP. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY AREA TO RECEIVE DRIPLINE RAIN BIRD XFD-09-12-NP 26,710 L.F. XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY XF INSERT FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESBR-PRS-D 1-1/2"1 1", 1-1/2", AND 2" DURABLE CHLORINE-RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL HANDLE, AND PRESSURE REGULATOR MODULE. RAIN BIRD ESP12LXMEF WITH (01) ESPLXMSM12 1 24 STATION COMMERCIAL CONTROLLER. PLASTIC WALL MOUNT. FLOW SENSING. RAIN BIRD RSD-BEX 1 RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. RAIN BIRD FS-150-P 1 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5.0 GPM TO 100.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. WATER METER 1-1/2" 1 IRRIGATION MAINLINE: PVC SCHEDULE 40 2,306 L.F. PIPE SLEEVE: PVC SCHEDULE 40 178.1 L.F. PIPE SLEEVE: PVC SCHEDULE 40 832.0 L.F. R-VAN-SST R-VAN-RCSR-VAN-LCS R-VAN14 R-VAN14-360 R-VAN18 R-VAN18-360 R-VAN24 R-VAN24-360 R-VAN-SST R-VAN-RCSR-VAN-LCS 1408140414021401 C RS FS M IRRIGATION SCHEDULE WINTER SPRINGSMARKETPLACEIRRIGATION PLAN©L2.02MA T CH L IN E ; SE E SH E E T L 2 . 0 1 MAT C H LI N E; S E E S H E E T L2.0 4 163 NATURES WAYSOLARIS WHARF STREETSTOPSTOP1234TEMPORARY IRRIGATION UNTIL BAHIA SEED TO RECEIVE TEMPORARY IRRIGATION UNTIL ESTABLISHMENT (TYP). MAINLINE SLEEVING (TYP) MAINLINE SLEEVING (TYP) LATERAL SLEEVING (TYP) LATERAL SLEEVING (TYP) LATERAL SLEEVING (TYP) LATERAL SLEEVING (TYP) LATERAL SLEEVING (TYP) OVERALL DEVELOPMENT PROPERTY LINE (TYP). CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE 6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS (TYP). NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE DRIPLINE AND SOD EDGE MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE 6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS (TYP). CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP). NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE 6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS (TYP). COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). R E T A I L C 1 9 , 2 0 9 S F F F E : 4 7 . 0 0 'RE T A I L B 1 0 , 0 0 0 S F F F E : 4 7 . 3 5 ' R E T A I L A 1 9 , 0 0 0 S F F F E : 4 7 . 3 5 ' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 99 40 TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN14 1806-SAM-P45-NP 134 40 TURF ROTARY, 8`-14` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN18 1806-SAM-P45-NP 36 40 TURF ROTARY, 13`-18` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN24 1806-SAM-P45-NP 58 40 TURF ROTARY, 17`-24` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 74 40 SHRUB ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 SHRUB SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP RAIN BIRD 1804-SAM-NP-1400 FLOOD 1401 165 40 FLOOD BUBBLER 4.0" POPUP WITH CHECK VALVE, AND NON-POTABLE PURPLE CAP. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY AREA TO RECEIVE DRIPLINE RAIN BIRD XFD-09-12-NP 26,710 L.F. XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY XF INSERT FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESBR-PRS-D 1-1/2"1 1", 1-1/2", AND 2" DURABLE CHLORINE-RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL HANDLE, AND PRESSURE REGULATOR MODULE. RAIN BIRD ESP12LXMEF WITH (01) ESPLXMSM12 1 24 STATION COMMERCIAL CONTROLLER. PLASTIC WALL MOUNT. FLOW SENSING. RAIN BIRD RSD-BEX 1 RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. RAIN BIRD FS-150-P 1 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5.0 GPM TO 100.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. WATER METER 1-1/2" 1 IRRIGATION MAINLINE: PVC SCHEDULE 40 2,306 L.F. PIPE SLEEVE: PVC SCHEDULE 40 178.1 L.F. PIPE SLEEVE: PVC SCHEDULE 40 832.0 L.F. R-VAN-SSTR-VAN-RCSR-VAN-LCS R-VAN14 R-VAN14-360 R-VAN18 R-VAN18-360 R-VAN24 R-VAN24-360 R-VAN-SST R-VAN-RCSR-VAN-LCS 1408140414021401 C RS FS M IRRIGATION SCHEDULE WINTER SPRINGSMARKETPLACEIRRIGATION PLAN©L2.03 MAT C HLI N E; S E E S H E E T L 2. 0 1 MA TCH L I NE ; S E E SH E E T L 2 . 0 4 MATC H L IN E ; S E E SHEE T L 2 . 0 6 MAT C H LI N E; S E E S H E E T L2. 0 5 3 164 SCHOOLSCHOOLM FS MAINLINE SLEEVING (TYP) MAINLINE SLEEVING (TYP) LATERAL SLEEVING (TYP) C RS COORDINATE WITH CONTRACTOR FOR INSTALLATION LOCATION OF IRRIGATION WATER METER AND ASSOCIATED APPURTENANCES (FLOW SENSOR, MASTER CONTROL VALVE, ETC). ALL EQUIPMENT TO BE LOCATED OUTSIDE IN GREEN SPACE. COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. CONTROLLER & RAIN SENSOR TO BE LOCATED OUTSIDE IN GREEN SPACE, SCREENED FROM THE PUBLIC VIEW. AVOID OVERHEAD OBSTRUCTIONS AND OVERSPRAY ASSOCIATED WITH RAIN SENSOR. VERIFY FINAL LOCATION WITH OWNER. ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE 6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS (TYP). CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP). CONTRACTOR TO ADJUST ALL OVERHEAD SPRAY HEADS TO ENSURE MINIMAL OVER-SPRAY OCCURS ON ANY HARDSCAPE SURFACE (TYP). NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). OVERALL DEVELOPMENT PROPERTY LINE (TYP). OP 22,325 SF FFE: 47.00' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 99 40 TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN14 1806-SAM-P45-NP 134 40 TURF ROTARY, 8`-14` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN18 1806-SAM-P45-NP 36 40 TURF ROTARY, 13`-18` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN24 1806-SAM-P45-NP 58 40 TURF ROTARY, 17`-24` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 74 40 SHRUB ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 SHRUB SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP RAIN BIRD 1804-SAM-NP-1400 FLOOD 1401 165 40 FLOOD BUBBLER 4.0" POPUP WITH CHECK VALVE, AND NON-POTABLE PURPLE CAP. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY AREA TO RECEIVE DRIPLINE RAIN BIRD XFD-09-12-NP 26,710 L.F. XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY XF INSERT FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESBR-PRS-D 1-1/2"1 1", 1-1/2", AND 2" DURABLE CHLORINE-RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL HANDLE, AND PRESSURE REGULATOR MODULE. RAIN BIRD ESP12LXMEF WITH (01) ESPLXMSM12 1 24 STATION COMMERCIAL CONTROLLER. PLASTIC WALL MOUNT. FLOW SENSING. RAIN BIRD RSD-BEX 1 RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. RAIN BIRD FS-150-P 1 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5.0 GPM TO 100.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. WATER METER 1-1/2" 1 IRRIGATION MAINLINE: PVC SCHEDULE 40 2,306 L.F. PIPE SLEEVE: PVC SCHEDULE 40 178.1 L.F. PIPE SLEEVE: PVC SCHEDULE 40 832.0 L.F. R-VAN-SST R-VAN-RCSR-VAN-LCS R-VAN14 R-VAN14-360 R-VAN18 R-VAN18-360 R-VAN24 R-VAN24-360 R-VAN-SSTR-VAN-RCSR-VAN-LCS 1408140414021401 C RS FS M IRRIGATION SCHEDULE WINTER SPRINGSMARKETPLACEIRRIGATION PLAN©L2.04 MAT C H LI N E; S E E S H E E T L2.0 2 MAT C HLI N E; S E E S H E E T L 2. 06 MATC H L IN E ; SEE SH E E T L 2 . 0 3 165 NATURES WAY123 4MAINLINE SLEEVING (TYP) LATERAL SLEEVING (TYP) MAINLINE SHOWN FOR CLARITY. INSTALL MAINLINE 6" FROM B.O.C WHEN POSSIBLE. COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS (TYP). NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. OVERALL DEVELOPMENT PROPERTY LINE (TYP). SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 99 40 TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN14 1806-SAM-P45-NP 134 40 TURF ROTARY, 8`-14` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN18 1806-SAM-P45-NP 36 40 TURF ROTARY, 13`-18` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN24 1806-SAM-P45-NP 58 40 TURF ROTARY, 17`-24` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 74 40 SHRUB ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 SHRUB SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP RAIN BIRD 1804-SAM-NP-1400 FLOOD 1401 165 40 FLOOD BUBBLER 4.0" POPUP WITH CHECK VALVE, AND NON-POTABLE PURPLE CAP. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY AREA TO RECEIVE DRIPLINE RAIN BIRD XFD-09-12-NP 26,710 L.F. XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY XF INSERT FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESBR-PRS-D 1-1/2"1 1", 1-1/2", AND 2" DURABLE CHLORINE-RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL HANDLE, AND PRESSURE REGULATOR MODULE. RAIN BIRD ESP12LXMEF WITH (01) ESPLXMSM12 1 24 STATION COMMERCIAL CONTROLLER. PLASTIC WALL MOUNT. FLOW SENSING. RAIN BIRD RSD-BEX 1 RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. RAIN BIRD FS-150-P 1 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5.0 GPM TO 100.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. WATER METER 1-1/2" 1 IRRIGATION MAINLINE: PVC SCHEDULE 40 2,306 L.F. PIPE SLEEVE: PVC SCHEDULE 40 178.1 L.F. PIPE SLEEVE: PVC SCHEDULE 40 832.0 L.F. R-VAN-SST R-VAN-RCSR-VAN-LCS R-VAN14 R-VAN14-360 R-VAN18 R-VAN18-360 R-VAN24 R-VAN24-360 R-VAN-SST R-VAN-RCSR-VAN-LCS 1408140414021401 C RS FS M IRRIGATION SCHEDULE WINTER SPRINGSMARKETPLACEIRRIGATION PLAN©L2.05 MAT C H LI N E; S E E S H E E T L2.0 3 MATCH L I N E ; S E E S H E E T L 2 . 0 6 166 TUSKAWILLAROADBLD G. C 3,056 SFBLD G. C 3,056 SF MAINLINE SLEEVING (TYP) MAINLINE SLEEVING (TYP) LATERAL SLEEVING (TYP) OVERALL DEVELOPMENT PROPERTY LINE (TYP). C RS COORDINATE/DISCUSS PROJECT LIMITS WITH GENERAL CONTRACTOR TO ENSURE ALL IRRIGATION EQUIPMENT IS INSTALLED WITHIN PROJECT AREA. CONTROLLER & RAIN SENSOR TO BE LOCATED OUTSIDE IN GREEN SPACE, SCREENED FROM THE PUBLIC VIEW. AVOID OVERHEAD OBSTRUCTIONS AND OVERSPRAY ASSOCIATED WITH RAIN SENSOR. VERIFY FINAL LOCATION WITH OWNER. CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). ALL DRIP ZONES TO HAVE MINIMUM 12" SETBACK (CLEAR-ZONE) BETWEEN DRIPLINE AND SOD EDGE ANY HARDSCAPE SURFACE (TYP). NOT ALL NECESSARY SLEEVES SHOWN. INSTALL WHERE NECESSARY AND COORDINATE WITH OTHER DISCIPLINES TO AVOID CONFLICTS AND FACILITATE THE CONSTRUCTION PROCESS. CONTRACTOR TO PERMANENTLY MARK ALL SLEEVE CROSSINGS AT ASSOCIATED TOPS OF CURB (TYP). FUTURE DEVELOPMENT AREA, TEMPORARILY IRRIGATE UNTIL ESTABLISHMENT OVERALL DEVELOPMENT PROPERTY LINE (TYP). SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 99 40 TURF ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN14 1806-SAM-P45-NP 134 40 TURF ROTARY, 8`-14` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN18 1806-SAM-P45-NP 36 40 TURF ROTARY, 13`-18` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN24 1806-SAM-P45-NP 58 40 TURF ROTARY, 17`-24` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. WITH NON-POTABLE PURPLE CAP. RAIN BIRD R-VAN-STRIP 1806-SAM-P45-NP 74 40 SHRUB ROTARY, 5`X15` (LCS AND RCS), 5`X30` (SST) HAND ADJUSTABLE MULTI-STREAM ROTARY W/ 1800 SHRUB SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. W/ NON-POTABLE PURPLE CAP RAIN BIRD 1804-SAM-NP-1400 FLOOD 1401 165 40 FLOOD BUBBLER 4.0" POPUP WITH CHECK VALVE, AND NON-POTABLE PURPLE CAP. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY AREA TO RECEIVE DRIPLINE RAIN BIRD XFD-09-12-NP 26,710 L.F. XFD ON-SURFACE PRESSURE COMPENSATING LANDSCAPE DRIPLINE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. UV RESISTANT. SPECIFY XF INSERT FITTINGS. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PESBR-PRS-D 1-1/2"1 1", 1-1/2", AND 2" DURABLE CHLORINE-RESISTANT VALVES FOR RECLAIMED WATER APPLICATIONS. WITH SCRUBBER MECHANISM TECHNOLOGY, PURPLE FLOW CONTROL HANDLE, AND PRESSURE REGULATOR MODULE. RAIN BIRD ESP12LXMEF WITH (01) ESPLXMSM12 1 24 STATION COMMERCIAL CONTROLLER. PLASTIC WALL MOUNT. FLOW SENSING. RAIN BIRD RSD-BEX 1 RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. RAIN BIRD FS-150-P 1 1-1/2" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. PLASTIC (PVC) MODEL. SUGGESTED OPERATING RANGE OF 5.0 GPM TO 100.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. WATER METER 1-1/2" 1 IRRIGATION MAINLINE: PVC SCHEDULE 40 2,306 L.F. PIPE SLEEVE: PVC SCHEDULE 40 178.1 L.F. PIPE SLEEVE: PVC SCHEDULE 40 832.0 L.F. R-VAN-SSTR-VAN-RCSR-VAN-LCS R-VAN14 R-VAN14-360 R-VAN18 R-VAN18-360 R-VAN24 R-VAN24-360 R-VAN-SST R-VAN-RCSR-VAN-LCS 1408140414021401 C RS FS M IRRIGATION SCHEDULE WINTER SPRINGSMARKETPLACEIRRIGATION PLAN©L2.06MA T CH L INE ; SEE SH EET L 2 . 0 5 MAT C HLI N E; S E E S H E E T L2. 0 4 167 WINTER SPRINGSMARKETPLACEIRRIGATION DETAILS©L2.50 NTS NTS TYPICAL BUBBLER SECTION NTS NOTE: BUBBLER SHALL NOT BE PLACED AT TRUNK FLARE. PVC SLIP-THREAD ADAPTOR. BUBBLER NOZZLE AS SPECIFIED.3" ABOVE GRADEWATER WELL AS PER PLANTER DETAIL. FINISHED GRADE.12" BELOW GRADEPVC SLIP-THREAD ADAPTER. PVC LATERAL LINE. 12" IPS FLEX HOSE WITH PVC FLEX GLUE AND PRIMER 5' LENGTH MIN. 12 L2.50 LATERAL PIPE TYPICAL SPRAY / ROTAR HEAD SECTION NTS12" MIN6" CLEAR NOZZLESFINISHED GRADE/TOP OF MULCH 1/2" FLEX PIPE, LENGTH AS NEEDED SCH 40 SWEEP ELBOW LATERAL TEE POP-UP SPRAY SPRINKLER ON 6"OR 12" RISER (UNLESS SPECIFIED PER IRRIGATION SCHEDULE 8 L2.50 4 5 3 2 1 TURF GRASS VALVE BOX LID FINISH GRADE 12" AIR RELIEF VALVE: TO BE INSTALLED AT HIGH POINTS IN DRIP ZONE 12" X 34" PVC REDUCER BUSHING BARB X FEMALE THREAD CONNECTOR: 12" BLANK DRIPLINE TUBING: BARB X MALE THREAD CONNECTOR: PVC TEE CONNECTED TO PVC HEADER PIPE 3" MINIMUM DEPTH OF 34" WASHED GRAVEL BRICK (1 OF 2) 7 1 2 6 10 11 789 8 9 4 10 5 6 3 11 AIR RELIEF VALVE IN XFS DRIP LINE SECTION 7 L2.50 1 2 3 4 5 6 1 2 3 4 5 6 7 7 6-INCH MINIMUM DEPTH OF BRICK (1 OF 2) FILTERED DRAIN VALVE: PVC LATERAL PIPE PVC SCH 40 TEE VALVE BOX WITH COVER: FINISH GRADE/TOP OF MULCH 3/4-INCH WASHED GRAVEL DRAIN VALVE SECTION 6 L2.50 FINISH GRADE CONTROL WIRE WITH IDENTIFICATION TAG NDS VALVE BOX WITH LOCKING COVER 90° ELL-PVC SCHEDULE 40 SCHEDULE 80 PVC NIPPLE MAIN LINE FITTING MAIN SUPPLY LINE 6" GRAVEL SUMP LINE BOTTOM OF VALVE PIT WITH LANDSCAPE FABRIC. MAINTAIN CLEAR SPACE BETWEEN BOTTOM OF VALVE PIT AND VALVE. DO NOT ALLOW BOX TO REST ON PIPE. TO SPRINKLERS TYPICAL CONTROL VALVE SECTION NTSL2.50 5 ALL DRIPLINE TUBING AND FITTING CONNECTIONS SHALL BE CLAMPED PER MANUFACTURERS SPECIFICATIONS DRIPLINE NOTE: 1. DRIP TUBING TO BE ROUTED IN THE PLANT MATERIAL BED WITH AT MAXIMUM LATERAL SPACING OF 16 INCHES. 2. DRIP TUBING TO BE INSTALLED IN A GRID PATTERN. DRIP TUBING SHALL NOT BE INSTALLED IN A LONG CONTINUOUS RUN. 3.CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE DRIPLINE SUPPLY CONNECTIONS (IF SHOWN). CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF CONTROL VALVES THAT UTILIZE MULTIPLE DRIPLINE SUPPLY CONNECTIONS. IF NOT SHOWN, INSTALL WITHIN ADJACENT GREEN AREA NOT IN A HIGHLY VISIBLE AREA. WHEN DRIPLINE REQUIRES MULTIPLE SUPPLY POINTS EACH POINT SHALL BE CONNECTED UTILIZING RAINBIRD FITTINGS. TO NEXT DRIP SUPPLY POINT WHERE APPLICABLEFROM CONTROL VALVE DRIPLINE TEE AREA PERIMETER AREA PERIMETER TYPICAL DRIP LINE PLAN NTSL2.50 9 3' MIN. 3' MIN. IRRIGATION SLEEVE ROADWAY/DRIVEWAY BASE + SHARED SLEEVE, WHERE APPLICABLE WITH LATERALS & MAINLINE ONLY. ALL WIRING IS SEPARATE CONDUIT. CONCRETE CURB WHERE APPLICABLE TURF/PLANTING BED END OF SLEEVE END OF SLEEVE METALLIC DISC METALLIC DISC TURF/PLANTING BED TYPICAL SLEEVING SECTION NTS 10 L2.50 12" MIN 10' 12" MIN 18" MIN 18" MIN 12" MIN 12" MIN ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES AS SHOWN. TAPE AND BUNDLE WIRING AT 10 FT. INTERVALS ALL MAIN LINES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION SPECIFICATIONS. 120 VOLT IN CONDUIT WIRING MAIN SUPPLY LATERAL MAIN SUPPLY, LATERAL, AND WIRING MAINLINE WIRING LATERAL METAL DETECTABLE MARKING TAPE TYPICAL TRENCHING SECTION / PLAN NTSL2.50 11 COMMERCIAL CONTROL DRIP ZONE VALVE KIT SECTION / PLAN NTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 654321 7 3 14 15 8 9 8 10 11 1312 14 FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: REMOTE CONTROL VALVE: ID TAG WATERPROOF CONNECTION: 30-INCH LINEAR LENGTH OF WIRE, COILED PRESSURE REGULATING QUICK CHECK BASKET FILTER: PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL MAINLINE PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL PVC SCH 80 NIPPLE, CLOSE PVC SCH 40 TEE PVC SCH 40 ELL PVC SCH 40 FEMALE ADAPTOR LATERAL PIPE 15 16 17 18 17 16 7214 16 714 SIDE VIEW TOP VIEW L2.50 1 IRRIGATION CONTROLLER: CONTROLLER (OWNER TO SPECIFY WALL MOUNT OR STAINLESS STEEL PEDESTAL MOUNT). INSTALL PER MANUFACTURER'S RECOMMENDATIONS. JUNCTION BOX 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY POWER SUPPLY WIRE 2-INCH CONDUIT AND FITTINGS FOR STATION WIRES WIRES TO REMOTE CONTROL VALVES NOTES: 1.FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER. 2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS. 3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS. 1 2 3 4 5 6 1 2 3 4 5 6 TYPICAL CONTROLLER ELEVATION NTS 2 L2.50 1. 2. ALL MAIN LINE TO BE INSTALLED ACCORDING AND TESTED TO MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL TRENCH DEPTHS AND WIDTHS SHALL BE SHOWN ON THE TYPICAL TRENCHING DETAILS. INSTALLATION NOTES: TYPICAL THRUST BLOCK SECTION NTS 3 L2.50 INSTALLATION NOTES 1.3000 PSI CONCRETE OR BETTER IS TO BE USED FOR THRUST BLOCKS. 2.FOR 45°/90° FITTINGS, MINIMUM OF 2 CUBIC FEET OF CONCRETE TO BE USED. 3.FOR 22-1/2° FITTINGS, MINIMUM OF 0.5 CUBIC FEET OF CONCRETE TO BE USED. 4.FOR TEES, MINIMUM OF 2 CUBIC FEET OF CONCRETE TO BE USED. THRUST BLOCKS REQUIRED FOR IRRIGATION MAINLINE 2 1/2" AND LARGER. THRUST BLOCK REINFORCEMENT SECTION NTS 4 L2.50 168 WINTER SPRINGSMARKETPLACEIRRIGATIONSPECIFICATIONS©L2.51 IRRIGATION SYSTEM NOTES: 1.THE IRRIGATION MAINLINE LAYOUT IS DIAGRAMMATIC. ANY CHANGES MADE IN THE IRRIGATION MAINLINE DUE TO FIELD CONDITIONS OR CONTRACTOR'S SUBMITTED DESIGN SHALL BE IN ACCORDANCE WITH THESE STANDARDS. 2.SET SPRAY HEADS 6" AND ROTORS 12" IN FROM BACK OF CURB OR 24" IF PAVEMENT HAS NO CURB. 3.IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL NECESSARY MODIFICATIONS REQUIRED TO MEET THE SCHEMATIC INTENT OF THESE PLANS PRIOR TO SUBMITTING PROPOSAL. THESE PLANS OUTLINE THE OVERALL LAYOUT THE SYSTEM AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ZONE THE SYSTEM ACCORDINGLY BASED ON FLOW AND PRESSURE AVAILABLE. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE FOLLOWING BUT NOT LIMITED TO AVAILABLE FLOW, AVAILABLE PRESSURE, CONNECTION ASSEMBLY, CAPACITY OF THE SYSTEM. 4.CONTRACTOR TO PROVIDE NEW AUTOMATIC CONTROLLER FOR PROPOSED SYSTEM (NO BATTERY OPERATED CONTROLLERS ALLOWED). COORDINATE LOCATION WITH OWNER. 5.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AUTOMATIC RAIN SENSOR. COORDINATE LOCATION W/ OWNER. 6.IRRIGATION SHALL NOT BE COMBINED ON A SINGLE ZONE AND SHALL BE ZONED ACCORDING TO IRRIGATION TYPE, PRECIPITATION RATE, AND THE SYSTEM'S AVAILABLE WATER / PRESSURE. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO OWNER FOR REVIEW PRIOR TO INSTALLATION. 7.VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLANS-CONTRACTOR SHALL FIELD VERIFY. 8.CONTRACTOR TO FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING PSI AND GPM PRIOR TO CONSTRUCTION. 9.INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS TO ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON-SITE. 10.CONTRACTOR SHALL COORDINATE WITH THE PLANTING PLAN FOR PLANTER BED AND TREE LOCATIONS TO ENSURE ALL PLANT MATERIAL IS COVERED BY 100% HEAD-TO-HEAD IRRIGATION. 11.CONTRACTOR SHALL PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AND CITY AT SUBSTANTIAL COMPLETION BEFORE RECEIVING FINAL PAYMENT. 12.PRODUCTS SHALL BE AS SPECIFIED OR APPROVED EQUAL. PRE-APPROVED MANUFACTURERS: 1. TORO 2. HUNTER 3. RAINBIRD 13.IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HIS OPERATIONS ON-SITE. COPIES OF THE PERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE JURISDICTION. 14.LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE SLEEVED WITHIN SCH. 40 PVC 2x SIZE OF PIPE AND FREE OF STONES/DEBRIS. ALL VALVES SHALL BE LOCATED WITHIN LANDSCAPED AREAS. 15.MAINLINE SHALL NOT BE LOCATED WITHOUT PRIOR APPROVAL OF THE OWNER'S REPRESENTATIVE. 16.THE IRRIGATION CONTRACTOR SHALL BE DIRECTLY RESPONSIBLE FOR SLEEVING AND DIRECTIONAL BORES. 17.ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY HIM OR NOT, SHALL BE LOCATED ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS. ALL SLEEVES ON PLAN FOR WALL PENETRATIONS AND UNDER SIDEWALKS SHALL BE SIZED TWO PIPE SIZES GREATER THAN THE PIPE IT CARRIES. 18.ALL PRESSURIZED MAINLINES AND LATERALS UNDER PAVEMENT SHALL BE WITHIN SCH. 40 PVC SLEEVES. WHERE ELECTRIC OR HYDRAULIC VALVE CONTROL LINES PASS THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED WITHIN A SEPARATE, SMALLER CONDUIT. 19.NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO AUTOMATIC AND GATE VALVE DESIGNATIONS. ALL HOSE BIBB VALVE BOXES SHALL BE LABELED IN A SIMILAR MANNER WITH THE DESIGNATION "HB". LETTER OUTSIDE OF TIME CLOCK CABINETS TO CORRESPOND WITH IRRIGATION CLOCK PROGRAM DESIGNATION. 20.THE IRRIGATION CONTRACTOR SHALL INSTALL A COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED BELOW." THE TAPE SHALL BE INSTALLED THE FULL LENGTH OF THE IRRIGATION MAINLINE. 21.ELECTRIC SERVICE TO THE CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. 22.ALL 24 VAC WIRING FROM DECODER TO VALVE SHALL BE OF DIRECT BURIAL COPPER WIRE. MAXIMUM LENGTH OF WIRE FROM DECODER TO VALVE SHALL NOT EXCEED 400 FEET. AS FOLLOWS: CONTROL WIRES - #14 COMMON WIRES - #14 23.ALL VALVES, SPLICES WITHIN CONTROL LINES, AND QUICK COUPLERS SHALL BE LOCATED WITHIN NDS VALVE BOXES AS FOLLOWS: -RECTANGULAR 12"X17" HEAVY DUTY BOX. (PURPLE COVER FOR REUSE TO BE PROVIDED WHERE APPROPRIATE). 24.ALL IRRIGATION HEADS/DRIP TUBING SHALL BE LOCATED ONE (1) FOOT FROM BACK OF CURB WHEN NEXT TO A ROADWAY. (THIS SHALL NOT INCLUDE PARKING AREAS OR DRIVE AISLES). 25.HEADS, LATERALS, EMITTERS, AND VALVES ARE NOT SHOWN, BUT ARE NECESSARY FOR A FULLY FUNCTIONING IRRIGATION SYSTEM. 26.LOCATE ALL VALVES IN PLANTING BEDS WITH A MINIMUM OF 3'-0" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. PIPE SIZES ON EITHER SIDE OF SECTION VALVES CONNECTING MAINLINE TO SECTION LATERAL SHALL BE ONE (1) PIPE SIZE LARGER THAN VALVE SIZE. WHERE MAINLINES RUN PARALLEL TO PAVEMENT OR CURBING, THE MAINLINE SHALL BE OFFSET 2'-0" FROM THE EDGE OF PAVEMENT OR CURB. 27.IRRIGATION ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING CYCLES. BUBBLERS, DRIPLINE, AND SPRAY HEADS SHALL BE SEPARATED ON DIFFERENT VALVES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE. 28.ALL DRIP ZONES SHALL BE INSTALLED WITH A FLUSH VALVE AND AIR RELIEF VALVE. IN THE EVENT THAT A DRIP ZONE HAS MORE THAN ONE HIGH OR LOW POINT, MORE THAN ONE AIR RELIEF VALVE OR FLUSH VALVE WILL BE REQUIRED FOR THAT ZONE. DRIPLINE SHALL PROVIDE 0.9 GPH EMITTERS, 12" O.C. WITH 12" LINE SPACING AT A MINIMUM. 29.ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER SHALL FOLLOW MANUFACTURERS SPECIFICATIONS. IF REQUIRED, ALL WIRING FOR A TWO WIRE PATH SHALL BE WITH RED/BLUE TWISTED PAIR 14 AWG. ELECTRIC CONTROL LINES FROM THE DECODER TO THE SOLENOID VALVES SHALL BE TWISTED PAIR 18 AWG. ALL DECODERS SHALL BE GROUNDED EVERY 1,000 L.F. OR EVERY 10 DEVICES. ALL WIRE SHALL BE FURNISHED IN MINIMUM 2,500' REELS AND SPLICING SHALL BE MINIMIZED. BURY SPLICE KIT. ALL 24 VOLT WIRING SHALL BE DONE IN ACCORDANCE WITH EXISTING CODES. SPLICING SHALL BE IN VALVE BOXES OR CONTROLLERS ONLY. IRRIGATION SYSTEM CONTROL SHALL BE TWO WIRE PATH. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S REQUIREMENTS FOR THIS INSTALLATION. TWO WIRE SYSTEM SHALL HAVE 2-WAY COMMUNICATIONS FIELD PROGRAMMABILITY, STATION SPECIFICATIONS AND INTEGRATED SURGE PROTECTION. 30.ALL CONTROL WIRE SHALL BE INSTALLED IN A 1 14" ELECTRICAL CONDUIT. 31.SMALLEST DIAMETER LATERAL PIPE SHALL BE 3/4". 32.IRRIGATION SYSTEM SHALL BE CAPABLE OF SUPPLYING AN AVERAGE OF 1.05" OF WATER PER WEEK WITHIN WATERING RESTRICTIONS AS APPLICABLE. 33.IRRIGATION SYSTEM SHALL NOT BE INSTALLED THROUGH EXISTING, OR PRESERVED PLANT COMMUNITIES. DO NOT TRENCH THROUGH EXISTING ROOT SYSTEMS OF ANY VEGETATION INTENDED TO BE PRESERVED. 34.CONTRACTOR TO MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL HEADS. 35.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THE CONDITION DENOTED ON THE LANDSCAPE PLAN. 36.IRRIGATION PIPING INSTALLED UNDER ROADS AND SIDEWALKS SHALL BE IN SCHEDULE 40 PVC SLEEVING AT 2X THE PIPE SIZE. ALL SLEEVING SHALL BE FREE OF STONES AND DEBRIS. 37.IRRIGATION SOURCE TO BE EITHER WELL, POTABLE, OR NON-POTABLE WATER. IRRIGATION CONTRACTOR TO VERIFY SOURCE PRIOR TO DESIGN. 38.POINT OF CONNECTION TO BE DETERMINED BY OWNER. IRRIGATION SYSTEM CONNECTIONS TO THE LOCAL JURISDICTION SERVICE SHALL COMPLY WITH ALL APPLICABLE CODES. 39.IRRIGATION CONNECTION MAY REQUIRE BACKFLOW PREVENTION, VERIFY WITH LOCAL JURISDICTION. 40.IRRIGATION SYSTEM SHALL COMPLY WITH THE LOCAL JURISDICTION LAND DEVELOPMENT CODE. TYPICAL SCHEMATIC IRRIGATION NOTES1 L2.51 169 NOR T H W E S T B U F F E R: 57 3 L F 1 TRE E P E R 3 0 L F & C O N TI N U O U S H E D G E R E Q UI R E D 19 TR E E S & C O N TI N U O U S H E D G E R E Q UI R E D 46 T R E E S, 1 E XI S TI N G T R E E & C O N TI N U O U S H E D G E P R O VI D E D TPFTPF ROBE R T S F A M I L Y LANE TUSKAWILLAROADNATURES WAY S T A T E R O A D 4 3 4 SOLARIS WHARF STREETSCHOOLSCHOOLSCHOOLSCHOOLSTOPSTOP1234SLA MH: 30 SLA MH: 30 SLA MH: 30 SLA MH: 30 SLB2 MH: 30 SLB2 MH: 30 SLB2 MH: 30 SLB2 MH: 30 SLB2 MH: 30 SLB2 MH: 30 SLA-HS MH: 30 SLA-HS MH: 30 SLA-HS MH: 30 SLA-HS MH: 30 SLD MH: 30 SLD MH: 30 SLB2 MH: 30 SLB2 MH: 30 SLC MH: 30 SLC MH: 30 SLA-HS MH: 30 SLA MH: 30 SLA-HS MH: 30 SLA MH: 30 SLA MH: 30 SLA-HS MH: 30 SLC MH: 30 SLB2 MH: 30 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.5 0.6 0.5 0.4 0.2 0.1 0.1 0.2 0.3 0.4 0.3 0.2 0.2 0.3 0.5 0.7 0.8 0.9 0.9 1.4 1.7 1.5 1.1 1.0 1.1 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.9 1.1 1.0 0.9 0.9 0.9 0.9 1.2 1.9 2.3 2.0 1.4 1.2 1.4 1.6 1.8 2.1 2.1 2.2 2.6 2.6 2.4 1.9 1.6 1.5 1.3 0.8 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.8 0.9 1.5 1.7 1.6 1.5 1.6 1.6 1.6 1.8 2.1 2.2 2.0 1.7 1.5 1.7 1.9 2.2 2.6 2.7 2.6 2.4 2.4 2.4 2.0 1.7 1.6 1.4 1.0 0.7 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.4 0.8 1.0 1.2 1.8 2.1 2.2 2.0 1.8 1.8 1.8 1.7 1.7 1.8 1.8 1.7 1.5 1.4 1.8 2.1 2.6 3.0 3.1 3.0 2.9 2.7 2.6 2.2 1.7 1.6 1.5 1.2 0.9 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.9 1.5 2.6 2.9 2.9 2.4 1.9 1.8 1.8 1.7 1.6 1.5 1.5 1.5 1.4 1.3 1.4 1.8 2.3 2.7 3.0 3.2 3.7 3.8 3.8 2.9 2.3 1.7 1.6 1.6 1.4 1.1 0.9 0.7 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.4 0.7 1.0 2.2 3.5 3.5 2.9 2.2 1.7 1.6 1.6 1.5 1.4 1.3 1.2 1.3 1.5 1.8 2.2 2.4 2.6 3.0 3.7 4.4 4.6 3.7 2.5 2.0 1.8 1.6 1.5 1.3 1.1 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.6 0.9 1.4 2.4 3.3 3.1 2.4 1.9 1.6 1.5 1.4 1.3 1.1 1.1 1.3 1.5 1.7 1.9 2.1 2.5 3.1 3.8 4.2 3.7 2.9 2.5 2.1 1.8 1.7 1.5 1.3 1.1 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.6 0.6 0.4 0.3 0.2 0.2 0.3 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.6 1.0 1.5 2.0 2.6 2.7 2.4 1.9 1.6 1.5 1.4 1.3 1.0 1.0 1.2 1.3 1.5 1.7 2.1 2.5 2.9 3.3 3.4 3.1 2.8 2.3 2.0 1.8 1.7 1.5 1.3 1.2 1.1 1.0 0.9 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.7 1.3 1.8 1.5 0.9 0.7 0.7 0.6 0.7 0.8 0.7 0.5 0.3 0.1 0.1 0.2 0.2 0.3 0.3 0.5 0.9 1.4 1.8 2.3 2.4 2.1 1.8 1.6 1.4 1.3 1.2 0.9 0.7 1.1 1.3 1.5 1.7 2.0 2.3 2.6 2.9 3.0 2.8 2.4 2.1 2.0 1.8 1.7 1.6 1.5 1.4 1.3 1.1 0.9 0.7 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.7 1.4 2.5 3.1 2.8 2.3 2.0 1.5 1.2 1.1 0.9 0.7 0.5 0.3 0.1 0.1 0.2 0.3 0.4 0.5 0.8 1.4 1.8 2.1 2.2 2.1 1.8 1.4 1.3 1.2 1.2 0.9 0.6 1.0 1.3 1.5 1.6 1.8 2.0 2.4 2.6 2.5 2.2 2.2 2.3 2.2 2.0 1.9 1.8 1.7 1.5 1.4 1.2 0.9 0.8 0.6 0.5 0.5 0.5 0.5 0.5 0.6 0.9 1.6 2.9 4.5 6.3 6.0 4.6 2.6 1.4 1.1 0.9 0.8 0.6 0.4 0.2 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.0 1.8 2.2 2.2 2.1 2.0 1.7 1.4 1.2 1.1 0.9 0.6 0.9 1.3 1.5 1.6 1.8 2.2 2.4 2.2 2.2 2.3 2.6 2.4 2.3 2.1 2.0 1.9 1.7 1.6 1.4 1.1 0.9 0.8 0.7 0.8 0.9 1.0 1.1 1.3 1.9 2.9 4.5 5.4 4.6 3.2 2.3 1.3 1.0 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.4 0.8 1.1 1.4 2.0 2.4 2.4 2.2 2.0 2.0 1.8 1.4 1.2 1.0 0.7 1.0 1.4 1.5 1.7 2.0 2.2 2.0 2.1 2.3 2.7 2.7 2.5 2.2 2.1 2.1 1.9 1.7 1.6 1.3 1.1 0.9 0.9 1.1 1.3 1.6 1.9 2.1 2.7 2.7 2.5 2.2 1.7 1.2 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.1 0.1 0.2 0.3 0.4 0.8 1.5 2.8 3.1 3.0 2.4 1.9 1.7 1.7 1.6 0.7 0.6 0.5 1.2 1.4 1.6 1.9 1.9 1.9 1.9 2.1 2.4 2.5 2.3 2.2 2.2 2.2 2.1 1.9 1.7 1.4 1.2 1.1 1.1 1.2 1.6 2.5 2.7 3.4 3.9 2.2 1.7 1.2 0.8 0.6 0.5 0.4 0.3 0.1 0.1 0.0 0.1 0.1 0.2 0.3 0.7 0.9 2.1 3.4 3.5 3.0 2.2 1.6 1.3 1.4 0.5 0.6 1.1 1.3 1.5 1.7 1.8 1.7 1.7 1.9 2.2 2.3 2.2 2.2 2.2 2.2 2.1 2.0 1.8 1.6 1.3 1.2 1.1 1.4 2.3 3.1 4.0 5.5 3.3 1.4 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.7 1.3 2.3 3.1 3.1 2.4 1.9 1.5 1.2 0.5 0.8 1.0 1.2 1.4 1.5 1.6 1.5 1.6 1.8 2.0 2.1 2.2 2.2 2.2 2.2 2.2 2.2 2.0 1.7 1.5 1.3 1.3 1.5 2.2 3.8 6.3 3.7 1.6 0.9 0.6 0.4 0.3 0.2 0.2 0.1 0.0 0.1 0.2 0.3 0.6 1.1 1.8 2.4 2.6 2.4 2.0 1.7 1.4 1.2 0.9 0.5 0.6 0.8 1.0 1.1 1.3 1.4 1.4 1.4 1.5 1.7 1.9 2.1 2.2 2.2 2.3 2.3 2.5 2.5 2.2 1.8 1.6 1.4 1.3 1.7 2.9 5.0 3.9 1.7 1.0 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.1 1.7 2.2 2.2 1.9 1.7 1.5 1.4 1.2 0.8 0.5 0.6 0.7 0.9 1.0 1.1 1.2 1.3 1.3 1.3 1.5 1.7 1.8 2.0 2.1 2.2 2.2 2.4 2.6 2.7 2.5 2.0 1.6 1.5 1.7 2.2 3.2 3.0 1.7 1.1 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.1 0.2 0.3 0.5 0.9 1.4 2.0 2.0 1.6 1.6 1.7 1.6 1.2 0.7 0.4 0.2 0.6 0.7 0.9 1.0 1.1 1.2 1.2 1.3 1.3 1.3 1.5 1.6 1.8 1.9 2.0 2.0 2.1 2.3 2.4 2.8 2.2 1.9 1.7 1.7 1.8 2.1 2.0 1.6 1.1 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.1 0.1 0.2 0.4 0.7 1.4 2.1 2.1 1.8 1.7 1.8 1.8 1.3 0.8 0.4 0.2 0.1 0.1 0.5 0.6 0.8 1.0 1.2 1.3 1.3 1.3 1.3 1.3 1.4 1.5 1.6 1.7 1.8 1.8 1.9 1.9 1.9 2.1 2.1 2.0 1.8 1.8 2.0 2.1 1.8 1.6 1.0 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.6 1.6 2.0 2.0 1.8 1.8 1.8 1.8 1.7 0.9 0.7 0.3 0.3 0.3 0.3 0.5 0.6 0.8 1.0 1.2 1.4 1.4 1.5 1.5 1.4 1.4 1.4 1.5 1.6 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.8 1.8 1.7 1.5 1.0 0.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.4 1.7 1.8 1.7 1.5 1.0 1.3 1.2 1.3 1.5 1.1 0.8 0.8 0.5 0.4 0.5 0.6 0.8 1.0 1.1 1.3 1.5 1.7 1.7 1.6 1.5 1.5 1.6 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.5 1.5 1.6 1.6 1.5 1.3 0.9 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.1 0.2 0.4 1.9 2.0 1.7 1.5 1.4 0.8 1.0 1.4 2.2 3.0 2.1 1.9 1.5 0.6 0.3 0.4 0.6 0.7 0.9 1.1 1.3 1.5 1.8 2.1 2.1 1.9 1.8 1.7 1.7 1.7 1.6 1.6 1.5 1.5 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 0.9 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.2 1.3 2.2 2.0 1.6 1.4 1.2 0.6 0.9 1.6 4.3 5.1 3.2 2.0 1.0 0.4 0.2 0.3 0.5 0.6 0.8 1.0 1.2 1.4 1.6 2.0 2.4 2.5 2.2 1.9 1.8 1.8 1.7 1.7 1.6 1.5 1.4 1.3 1.3 1.2 1.2 1.1 1.1 1.0 1.0 0.9 0.6 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.5 1.8 1.9 1.7 1.4 1.2 0.6 0.9 1.9 4.2 6.0 3.0 1.3 0.5 0.2 0.2 0.4 0.5 0.7 0.8 1.0 1.2 1.4 1.6 2.0 2.3 2.4 2.2 2.0 1.9 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1 1.1 1.0 1.0 0.9 0.8 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.3 1.1 1.4 1.5 1.4 1.2 1.0 1.6 3.5 4.1 2.4 1.0 0.5 0.3 0.4 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.3 1.5 1.8 2.1 2.2 2.0 1.9 1.9 1.9 1.9 1.8 1.7 1.6 1.5 1.3 1.2 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.2 0.8 1.2 1.2 1.1 1.1 0.8 1.2 1.8 1.8 1.4 0.9 0.7 0.6 0.5 0.6 0.6 0.7 0.8 0.9 1.1 1.2 1.4 1.6 1.8 1.9 1.9 1.9 1.8 1.8 1.9 1.9 1.8 1.7 1.5 1.3 1.2 1.1 1.0 0.9 0.8 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.1 0.3 0.8 1.0 1.1 0.9 0.8 0.7 0.9 1.3 1.3 1.4 1.1 0.9 0.7 0.7 0.7 0.7 0.8 0.9 1.0 1.1 1.2 1.5 1.7 1.8 1.9 1.8 1.8 1.8 1.9 1.9 1.9 1.8 1.6 1.4 1.3 1.2 1.0 0.9 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 0.9 0.7 0.6 0.5 0.8 1.2 1.3 1.4 1.3 1.0 0.9 0.8 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.5 1.7 1.8 1.8 1.8 1.9 1.9 2.0 2.1 2.0 1.7 1.6 1.4 1.2 1.1 0.9 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.7 0.7 0.3 0.9 1.3 1.3 1.3 1.2 1.0 0.9 0.9 0.8 0.8 0.9 0.9 1.1 1.3 1.4 1.6 1.7 1.8 1.8 1.9 2.0 2.2 2.4 2.2 2.0 1.7 1.5 1.3 1.2 0.9 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.7 1.0 1.2 1.3 1.2 1.1 1.0 1.0 0.9 0.8 0.9 1.0 1.1 1.2 1.4 1.5 1.6 1.7 1.8 1.8 2.0 2.3 2.6 2.7 2.1 1.8 1.5 1.4 1.2 1.0 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.9 1.2 1.3 1.3 1.3 1.2 1.1 1.0 0.9 1.0 1.0 1.1 1.2 1.3 1.4 1.4 1.5 1.6 1.7 1.8 2.1 2.3 2.2 2.0 1.8 1.6 1.5 1.3 1.0 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.7 0.9 1.2 1.4 1.4 1.4 1.4 1.2 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.3 1.4 1.4 1.5 1.6 1.7 1.9 2.0 1.8 1.7 1.6 1.5 1.3 1.1 0.9 0.7 0.4 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.7 0.9 1.0 1.3 1.5 1.6 1.6 1.5 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.7 1.6 1.4 1.2 1.1 1.2 1.1 0.7 0.5 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.7 0.8 1.0 1.2 1.4 1.6 2.0 2.0 1.8 1.7 1.6 1.5 1.4 1.4 1.3 1.2 1.2 1.1 1.1 1.1 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.6 1.6 1.5 1.3 1.2 1.4 1.7 1.6 1.2 1.1 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.4 0.6 0.8 0.9 1.1 1.3 1.5 1.9 2.1 2.5 2.2 1.9 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1 1.0 1.0 0.9 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.5 1.4 1.5 1.4 1.6 2.3 3.1 2.8 1.8 0.8 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.5 0.6 0.8 1.0 1.1 1.3 1.6 2.0 2.5 2.6 2.3 2.0 1.9 1.8 1.7 1.7 1.6 1.4 1.3 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.0 1.1 1.3 1.4 1.3 1.3 1.4 1.5 1.6 2.4 3.7 4.1 2.8 1.5 0.7 0.4 0.3 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.1 1.3 1.5 1.8 2.1 2.3 2.2 2.0 1.9 1.9 1.9 1.8 1.7 1.5 1.4 1.2 1.0 0.9 0.8 0.8 0.8 0.9 0.9 1.0 1.2 1.3 1.2 1.1 1.3 1.4 1.5 2.0 2.8 3.4 2.9 1.9 1.3 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.5 0.5 0.6 0.7 0.8 0.9 1.1 1.2 1.4 1.6 1.9 2.0 2.0 1.9 1.9 1.9 1.9 1.9 1.8 1.6 1.5 1.2 1.0 0.9 0.9 0.8 0.8 0.8 0.8 1.0 1.3 1.3 1.2 1.1 1.0 1.1 1.4 1.6 2.1 2.1 2.1 1.8 1.3 0.9 0.7 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.5 0.6 0.7 0.7 0.8 0.8 0.9 1.0 1.1 1.3 1.5 1.7 1.8 1.9 1.9 1.8 1.8 1.9 1.9 1.9 1.7 1.6 1.3 1.1 1.0 0.9 0.9 0.8 0.8 0.9 1.1 1.4 1.4 1.2 1.1 1.1 1.0 1.0 1.3 1.3 1.8 1.8 1.6 1.3 1.0 0.9 0.8 0.6 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.5 0.6 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 1.0 1.2 1.4 1.6 1.7 1.8 1.9 1.9 1.9 1.9 2.0 2.1 2.0 1.7 1.5 1.3 1.1 1.0 0.9 0.8 0.9 1.1 1.3 1.6 1.6 1.3 1.2 1.2 1.2 1.0 0.9 1.2 1.4 1.2 1.2 1.5 1.2 1.1 1.2 1.1 0.6 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.6 0.7 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.2 1.3 1.5 1.6 1.7 1.8 1.9 1.9 2.0 2.2 2.3 2.2 2.0 1.6 1.4 1.2 1.0 0.9 1.0 1.0 1.2 1.7 1.9 2.0 1.6 1.6 1.4 1.3 1.2 1.1 1.1 1.3 1.3 1.1 0.9 0.7 1.4 1.7 1.8 1.5 0.9 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.5 0.7 0.9 1.0 1.0 1.1 1.1 1.0 0.9 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.8 2.0 2.3 2.7 2.7 2.1 1.7 1.4 1.2 1.1 1.0 1.1 1.2 1.5 1.9 2.4 2.5 2.3 2.1 1.8 1.5 1.3 1.3 1.3 1.2 1.2 1.2 0.7 2.0 2.8 3.0 2.1 1.1 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.5 0.6 0.8 1.0 1.2 1.2 1.3 1.2 1.1 1.0 1.0 1.1 1.1 1.2 1.3 1.3 1.4 1.5 1.6 1.7 1.7 1.9 2.1 2.3 2.2 2.0 1.6 1.4 1.2 1.1 1.0 1.1 1.3 1.5 1.8 2.2 2.9 3.1 2.8 2.3 1.8 1.5 1.4 1.5 1.4 1.3 1.2 4.3 3.2 1.7 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 0.6 0.8 1.0 1.2 1.4 1.4 1.5 1.4 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.3 1.3 1.4 1.4 1.5 1.6 1.7 1.8 2.0 2.0 1.7 1.5 1.3 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.9 2.8 3.7 3.5 2.9 2.2 1.8 1.7 1.8 1.7 1.5 1.3 1.0 3.1 1.9 1.0 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.5 0.6 0.8 0.9 1.1 1.3 1.5 1.7 1.8 1.6 1.5 1.4 1.4 1.3 1.3 1.3 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1.4 1.6 1.6 1.6 1.6 1.4 1.2 1.1 1.1 1.2 1.4 1.6 1.7 1.6 1.7 2.4 3.7 3.8 3.3 2.7 2.4 2.2 2.2 1.9 1.6 1.3 1.2 0.0 1.6 1.0 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.4 0.5 0.7 0.9 1.1 1.3 1.5 1.8 2.1 2.1 2.0 1.8 1.6 1.5 1.5 1.4 1.3 1.3 1.2 1.2 1.1 1.1 1.1 1.2 1.3 1.4 1.5 1.5 1.5 1.3 1.2 1.2 1.2 1.4 1.8 2.1 2.2 1.8 1.6 2.2 2.7 3.0 2.9 2.9 2.8 2.6 2.5 2.1 1.6 1.3 1.2 1.1 0.8 0.0 1.1 0.8 0.5 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.3 1.6 2.0 2.6 2.5 2.2 1.9 1.7 1.7 1.6 1.5 1.4 1.3 1.3 1.2 1.1 1.0 1.0 1.1 1.2 1.4 1.4 1.5 1.4 1.4 1.4 1.4 1.4 1.6 1.9 2.4 2.7 2.7 2.7 2.4 2.3 2.0 2.2 2.6 2.9 2.9 2.7 2.2 1.8 1.5 1.3 1.2 1.0 0.8 0.4 0.2 1.1 0.7 0.5 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.3 1.5 1.9 2.1 2.5 2.2 1.9 1.8 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.0 1.0 1.0 1.1 1.2 1.3 1.4 1.5 1.5 1.5 1.5 1.4 1.5 1.5 1.7 2.2 2.8 3.4 3.7 3.4 2.1 1.9 1.9 2.2 2.5 2.8 2.9 2.7 2.3 1.9 1.5 1.3 1.1 0.9 0.7 0.5 0.4 0.2 0.8 0.6 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 1.0 1.2 1.4 1.6 1.9 2.1 2.0 1.8 1.8 1.8 1.8 1.7 1.6 1.5 1.4 1.2 1.1 1.0 1.1 1.2 1.3 1.4 1.4 1.5 1.5 1.5 1.5 1.4 1.3 1.3 1.4 1.9 2.5 3.3 3.8 3.6 2.7 1.9 1.9 1.8 2.1 2.4 2.9 3.2 3.0 2.4 1.9 1.5 1.1 0.9 0.8 0.6 0.4 0.3 0.8 0.7 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.8 0.9 1.1 1.2 1.5 1.7 1.8 1.8 1.8 1.7 1.7 1.8 1.8 1.7 1.6 1.5 1.3 1.2 1.1 1.2 1.3 1.4 1.4 1.5 1.5 1.4 1.5 1.4 1.3 1.3 1.3 1.4 1.7 2.1 2.6 3.4 3.6 3.1 2.7 2.2 1.8 1.8 1.8 2.6 3.4 3.6 3.1 2.3 1.7 1.2 1.0 0.8 0.7 0.5 0.7 0.7 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 0.9 1.1 1.3 1.5 1.7 1.8 1.8 1.7 1.7 1.8 1.8 1.8 1.7 1.6 1.5 1.4 1.3 1.4 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.4 1.3 1.3 1.4 1.5 1.6 1.8 2.2 2.8 3.2 3.5 3.4 2.9 2.2 1.8 1.9 2.3 3.5 3.7 3.3 2.6 1.9 1.4 1.1 0.9 0.7 0.6 0.6 0.5 0.5 0.4 0.2 0.1 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 1.0 1.2 1.4 1.5 1.7 1.8 1.8 1.8 1.8 1.9 2.1 2.0 1.8 1.7 1.6 1.5 1.5 1.5 1.6 1.6 1.6 1.6 1.5 1.4 1.3 1.3 1.3 1.4 1.5 1.6 1.7 2.0 2.4 2.9 3.4 3.7 3.4 2.9 2.6 2.2 2.5 2.3 2.7 2.7 2.6 2.1 1.6 1.2 0.9 0.6 0.5 0.4 0.3 0.3 0.2 0.1 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1.1 1.2 1.4 1.6 1.7 1.8 1.8 1.9 2.1 2.3 2.4 2.2 1.9 1.8 1.7 1.7 1.7 1.7 1.8 1.8 1.7 1.6 1.5 1.3 1.2 1.2 1.3 1.4 1.7 1.8 1.9 2.2 2.7 3.0 3.2 3.4 3.6 3.6 3.4 2.3 1.8 1.5 1.7 2.0 1.9 1.4 0.9 0.6 0.4 0.2 0.2 0.2 0.2 0.1 0.0 0.1 0.1 0.2 0.2 0.4 0.5 0.7 0.9 1.1 1.3 1.4 1.5 1.7 1.8 1.9 2.2 2.9 2.8 2.4 2.1 1.9 1.9 1.8 1.8 1.8 1.9 1.9 1.9 1.8 1.6 1.4 1.2 1.2 1.2 1.4 1.6 1.8 1.8 2.0 2.2 2.4 2.5 2.9 3.5 3.9 3.7 2.6 1.5 1.4 1.3 1.5 1.3 1.0 0.6 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.1 1.2 1.4 1.5 1.6 1.8 2.1 2.3 2.6 2.4 2.1 2.0 2.0 1.9 1.9 2.0 2.0 2.2 2.2 2.1 1.7 1.5 1.3 1.2 1.2 1.2 1.4 1.5 1.6 1.7 1.9 2.0 2.1 2.3 2.7 3.4 3.4 2.8 1.9 1.5 1.1 1.1 0.9 0.6 0.4 0.2 0.1 0.1 0.0 0.1 0.1 0.0 0.1 0.1 0.2 0.3 0.4 0.6 0.7 0.9 1.0 1.2 1.3 1.4 1.6 1.8 2.2 2.3 2.2 2.0 2.0 1.9 1.9 1.9 2.0 2.1 2.3 2.8 2.3 2.0 1.6 1.4 1.2 1.0 1.0 1.2 1.3 1.4 1.5 1.7 1.7 1.7 1.9 2.2 2.6 2.8 2.6 2.2 1.5 1.0 0.8 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 1.0 1.1 1.2 1.3 1.6 1.9 2.1 2.1 2.0 1.9 1.8 1.8 1.8 1.9 2.1 2.3 2.7 2.3 1.9 1.6 1.3 1.1 1.0 0.9 0.6 0.9 1.1 1.3 1.5 1.5 1.6 1.9 2.1 2.2 2.3 1.9 1.4 0.8 0.6 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 1.0 1.2 1.5 1.8 2.0 2.1 2.0 1.9 1.8 1.7 1.7 1.8 1.8 2.0 2.1 2.0 1.7 1.4 1.3 1.1 0.9 0.7 0.5 0.8 1.0 1.2 1.4 1.5 1.6 1.8 1.8 1.9 1.5 1.0 0.6 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 0.8 1.0 1.4 1.7 2.0 2.0 1.9 1.8 1.8 1.6 1.6 1.6 1.6 1.7 1.7 1.7 1.5 1.3 1.1 0.9 0.7 0.2 0.7 0.9 1.2 1.5 1.6 1.7 1.8 1.7 1.3 0.8 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.7 1.0 1.3 1.7 1.9 1.9 1.8 1.8 1.8 1.6 1.5 1.5 1.5 1.6 1.5 1.4 1.3 1.1 0.9 0.7 0.6 0.5 0.8 1.1 1.4 1.5 1.6 1.8 1.7 1.2 0.7 0.3 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.8 1.4 1.8 1.9 1.8 1.8 1.8 1.8 1.6 1.5 1.5 1.5 1.5 1.4 1.3 1.2 1.0 0.8 0.6 0.5 0.3 0.2 1.1 1.4 1.5 1.6 1.8 1.8 1.3 0.5 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 1.1 1.7 1.8 1.9 1.9 1.9 1.7 1.6 1.6 1.6 1.6 1.5 1.4 1.2 1.1 0.8 0.7 0.2 0.2 0.1 0.9 1.1 1.4 1.6 1.7 1.8 1.7 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.4 1.0 1.7 2.1 2.1 2.0 1.8 1.6 1.6 1.7 1.7 1.6 1.4 1.2 0.8 0.7 0.2 0.2 0.3 0.9 1.0 1.2 1.5 1.8 2.0 1.8 1.0 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.7 2.2 2.4 2.2 1.8 1.7 1.6 1.8 1.8 1.7 1.5 1.3 0.7 0.3 0.7 0.9 1.1 1.2 1.4 1.7 2.1 2.2 1.3 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.8 2.3 2.2 1.9 1.7 1.8 1.9 1.9 1.7 1.5 1.4 1.0 1.2 1.2 1.3 1.5 1.8 2.3 2.1 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.5 1.2 1.6 1.8 2.1 2.1 2.0 1.7 1.5 0.9 1.2 1.4 1.5 1.5 1.6 1.8 1.7 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.6 1.5 2.1 2.1 1.9 1.7 1.6 1.0 1.3 1.6 1.8 1.9 1.7 1.3 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.4 1.0 1.6 1.8 1.9 1.7 1.4 1.2 0.9 1.1 1.2 1.5 1.9 2.0 1.6 0.5 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.5 1.5 2.2 2.1 1.7 1.3 1.0 0.8 1.0 1.2 1.3 1.5 1.7 1.7 0.7 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.8 2.3 1.9 1.5 1.3 0.9 0.7 0.9 1.1 1.4 1.6 1.7 1.6 0.7 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 1.2 1.8 1.5 1.5 1.4 1.4 1.4 1.4 1.6 1.8 2.1 2.0 1.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.6 1.3 1.5 1.4 1.3 1.2 1.4 1.5 1.9 2.3 2.0 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.6 1.2 1.3 1.2 1.1 1.2 1.4 1.8 1.9 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.6 0.9 1.0 1.1 1.2 1.3 1.2 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0.7 0.9 1.1 1.1 0.4 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 0.6 0.8 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Landreth Lighting Luminaire Schedule Symbol [MANUFAC]Qty Label Arrangement Description LLF Lum. Watts Lum. Lumens BUG Rating NLS Lighing LLC 7 SLA SINGLE NV-1-T4-48L-1-40K-UNV; MOUNTED @ 30' AFG ON A SQUARE TAPERED DIRECT BURY CONCRETE POLE 1.000 156 18876 B3-U0-G3 NLS Lighting 7 SLA-HS SINGLE NV-1-T4-48L-1-40K-UNV-HSS; MOUNTED @ 30' AFG ON A SQUARE TAPERED DIRECT BURY CONCRETE POLE 1.000 156 9672 B1-U0-G2 NLS Lighting, LLC 9 SLB2 BACK-BACK NV-1-T5-48L-7-40K-UNV; MOUNTED @ 30' AFG ON A SQUARE TAPERED DIRECT BURY CONCRETE POLE 1.000 104 12480 B4-U0-G2 NLS Lighing LLC 3 SLC SINGLE NV-1-T2-48L-7-40K-UNV; MOUNTED @ 30' AFG ON A SQUARE TAPERED DIRECT BURY CONCRETE POLE 1.000 104 13208 B2-U0-G2 NLS Lighting, LLC 2 SLD SINGLE NV-1-T3-48L-7-40K-UNV; MOUNTED @ 30' AFG ON A SQUARE TAPERED DIRECT BURY CONCRETE POLE 1.000 104 12376 B2-U0-G2 Landreth Lighting Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min CalcPts_1 Illuminance Fc 1.03 6.3 0.0 N.A.N.A.WINTER SPRINGSMARKETPLACELIGHTING PLAN©L4.00 NORTH 170 NOT FOR CONSTRUCTIONOutdoor Lighting Solutions3300 Exchange PlaceLake Mary, Florida 32746www.duke-energy.com Designer Date Scale Drawing No. 1" = 60' SLC-011 of 2Proprietary & Confidential: This document togetherwith the concepts and designs presented herein,presented as an instrument of service, is the soleproperty of Duke Energy, and is intended only for thespecific purpose and prospective client as stated inthe title block of this drawing. Any use, copying,reproduction or disclosure of the drawing, design orany information contained herein by the prospectivecustomer or other entities, including without limitation,architects, engineers, or equipment manufacturers ishereby expressly prohibited and shall not be permittedabsent prior written consent from, and payment ofcompensation to Duke Energy. Duke Energydisclaims any liability or responsibility for anyunauthorized use of or reliance on this document.Lighting Design Tolerance: Calculatedfootcandle levels in this lighting design arepredicted values and are based on specificinformation that has been supplied to DukeEnergy. Any inaccuracies in the suppliedinformation, differences in luminaireinstallation, lighted area geometry includingelevation differences, reflective properties ofsurrounding surfaces, obstructions (foliageor otherwise) in the lighted area, or lightingfrom sources other than listed in this mayproduce different results from the predictedvalues. Normal tolerances of voltage, lampoutput, and ballast and luminairemanufacturer will also affect results.®Photometric Template Coverage and NotesGeneral Notes:1. Site lighting is engineered, installed, and connected per NESC for Utility work and is owned and maintained by Duke Energy under a FPSC regulatedleased lighting program.2. Lighting is fed directly from Utility secondary distribution system via closest transformer and is not connected to any metered building or service point.All conductors are direct buried at 36" BFG minimum per NESC for Utility work.3. 220W Shoebox LED poles are Promenade 35' OAL direct buried concrete tenon top with a fixture mounting height of 30' AFG, black in color.4. 70W Open Acorn LED poles are Washington 16' OAL direct buried concrete tenon top with a fixture mounting height of 12' AFG, black in color.5. 50W Pedestrian Shoebox LED poles are Colonial 22' OAL direct buried concrete tenon top with a fixture mounting height of 17' AFG, black in color.Scale : 1" = 60' Christopher CordellJanuary 04, 2021Winter Springs Marketplace - Site Lighting PlanWinter Springs, Florida Overall Site PhotometryScale : 1" = 60'Calculation SummaryLabelSymbolUnitsAvgMaxMinAvg/MinMax/MinParking and DrivesFc2.049.20.54.0818.40Luminaire ScheduleSymbol QtyLLF Description WattageCatalog NumberLabelLamp20.950220GAN-AF-04-LED-U-T3R220W TYPE III LED SHOEBOXColorLED LIGHTENGINEBLACKA3 0.950 220GAN-AF-04-LED-U-T4W220W TYPE IV LED SHOEBOXLED LIGHTENGINEBLACKB10.950220GAN-AF-04-LED-U-SL4-HSS220W TYPE IV LED SHOEBOX WITH HOUSE SIDE SHIELDBLACKCMounting Height (AFG)30'30'30'LED LIGHTENGINELED LIGHTENGINE40.950440GAN-AF-04-LED-U-5WQ(QTY. 2) 220W TYPE V LED SHOEBOXBLACKD30'PRELIMINARYLED LIGHTENGINE290.95070WFCL2 P40 40K XX L3 FPD8070W TYPE III LED OPEN DELUXE ACORNBLACKE12'LED LIGHTENGINE40.950140WFCL2 P40 40K XX L3 FPD80(QTY. 2) 70W TYPE III LED OPEN DELUXE ACORNBLACKF12'Detail #1: Typical Diamond Shaped Parking Stop DetailScale : N.T.S.LED LIGHTENGINE10.95050GAP-AF-01-LED-U-T4W50W TYPE IV LED PEDESTRIAN SHOEBOXBLACKG17'TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF TPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF ROBERTS FAMILYLANETUSKA W I L L A ROAD NATURES WAYSTATE R O A D 4 3 4 SOLAR I S W H A R F S T R E E TAABBBCDDDDEEEEEEEEEEEEEEEEEEEEEEEEEEEE GEFFFFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPFTPF ROBERTS FAMILYLANETUSKAWILLAROAD NATURES WAYSTATE ROAD 434 SOLARI S W H A R F S T R E E TAABBBCDDDDEEEEEEEEEEEEEEEEEEEEEEEEEEEE GEFFFF2.62.9 3.4 3.1 2.7 2.9 2.4 1.8 1.3 1.0 0.9 0.7 0.8 1.2 1.7 2.2 2.41.6 2.3 2.8 2.6 2.7 3.2 3.0 2.6 2.8 2.7 2.2 1.9 1.7 1.8 1.7 1.3 1.4 1.8 2.2 2.6 2.80.7 1.1 1.5 1.8 2.2 2.5 2.5 2.6 3.0 2.8 2.5 2.5 2.4 2.2 2.1 2.1 2.4 2.8 2.5 1.9 2.1 2.4 2.8 2.9 2.70.8 1.6 1.8 1.8 1.9 2.1 2.2 2.1 2.2 2.5 2.3 2.1 2.2 2.2 2.1 2.1 2.1 2.1 3.0 3.8 4.0 3.9 3.20.8 2.0 2.3 2.0 1.9 2.0 2.0 2.0 1.8 1.7 1.7 1.9 2.0 2.0 2.0 1.9 2.0 2.4 2.8 3.6 3.2 3.7 4.8 5.0 3.9 2.90.8 1.7 2.3 2.0 1.9 1.9 1.9 1.9 1.1 1.1 1.9 1.9 1.8 1.9 2.1 2.2 2.8 4.0 3.8 3.1 3.0 3.54.54.1 3.0 3.21.9 1.9 1.9 1.8 0.9 1.7 1.8 2.0 2.4 2.6 2.5 3.3 3.4 2.9 3.2 3.6 3.3 3.1 3.20.72.3 1.9 2.0 1.91.6 2.0 2.4 2.9 3.1 2.6 2.5 3.1 2.6 2.8 3.0 3.0 3.1 2.96.35.52.0 1.01.4 2.4 3.4 2.3 2.3 2.41.9 2.4 2.8 2.7 2.4 3.0 3.6 3.2 2.9 2.9 3.0 2.5 1.92.4 1.4 1.5 1.7 2.1 1.9 1.3 0.91.0 1.9 2.1 2.1 2.4 2.91.8 2.2 2.5 2.4 2.3 2.6 3.0 2.8 2.8 2.8 2.9 2.7 2.2 1.7 6.3 3.7 1.8 1.4 1.3 1.2 0.9 0.80.50.7 2.1 2.1 1.9 1.9 2.51.8 2.3 2.4 2.2 2.3 2.6 2.8 2.8 2.9 2.8 2.5 2.0 1.7 1.8 2.0 1.8 1.0 0.8 0.70.50.51.6 2.4 2.0 1.8 1.92.3 2.7 2.5 2.3 2.3 2.3 2.7 3.0 3.1 3.1 2.9 2.5 2.0 1.7 1.6 1.6 1.2 0.81.6 1.9 1.8 1.71.0 2.6 3.2 3.2 2.3 2.1 2.1 2.2 2.5 2.9 3.3 3.4 3.2 3.0 2.4 2.0 1.6 3.9 1.9 1.5 0.91.5 1.5 1.5 1.70.8 2.2 3.9 6.9 2.2 2.0 2.1 2.2 2.5 3.0 3.3 3.6 3.5 3.1 2.7 2.2 1.9 1.6 4.0 3.8 1.8 1.11.6 2.2 2.6 2.2 1.5 1.60.9 1.4 2.6 6.5 2.3 2.1 2.1 2.3 2.6 3.0 3.3 3.6 3.6 3.2 2.9 2.4 2.0 1.6 1.4 1.6 4.0 4.0 2.4 1.21.2 1.7 2.5 2.9 3.3 3.2 2.11.3 1.3 1.7 2.5 3.7 2.4 2.1 2.1 2.3 2.6 2.9 3.3 3.5 3.6 3.1 2.8 2.3 1.9 1.5 1.3 1.6 2.0 1.8 1.2 0.71.0 1.5 2.9 3.1 3.1 3.2 3.1 4.04.3 2.0 1.6 1.5 1.8 2.1 2.2 2.1 2.0 2.1 2.2 2.4 2.7 3.1 3.3 3.3 3.2 2.7 2.4 2.0 1.7 1.5 1.5 1.5 1.4 0.71.3 2.4 3.2 3.0 3.3 3.9 4.0 3.85.1 2.1 1.5 1.3 1.3 1.4 1.7 1.9 1.9 2.0 2.1 2.2 2.4 2.7 2.9 3.0 2.9 2.7 2.6 2.5 1.7 1.3 0.92.7 2.7 2.7 3.1 4.0 4.9 4.9 3.8 2.75.0 2.8 1.7 1.2 1.1 1.2 1.5 1.7 1.9 1.9 2.0 2.1 2.1 2.2 2.3 2.5 2.6 2.5 2.3 2.2 3.6 7.6 2.7 1.7 1.22.4 3.0 2.6 3.5 4.6 3.8 2.5 2.71.7 1.8 1.6 1.3 1.4 1.6 1.9 2.1 2.1 2.0 2.1 2.1 2.1 2.1 2.2 2.2 2.1 1.9 1.9 7.6 4.9 2.2 1.21.7 2.3 2.3 3.0 3.3 2.7 2.5 2.4 0.9 1.2 1.5 1.3 1.4 1.6 1.8 2.1 2.3 2.2 2.2 2.1 2.1 2.1 2.0 2.0 2.0 1.9 1.7 1.6 2.7 3.0 2.3 1.41.4 1.3 1.6 2.2 2.1 2.2 1.8 1.6 1.2 1.2 1.3 1.3 1.8 2.2 2.5 2.6 2.6 2.4 2.2 2.1 2.1 2.0 2.0 2.0 2.0 1.8 1.5 1.6 1.9 1.9 1.5 0.81.0 1.8 1.7 1.6 1.1 6.3 2.3 1.6 1.3 1.2 1.1 1.2 1.5 1.7 2.6 2.9 3.0 3.0 2.8 2.5 2.2 2.1 2.0 2.0 2.4 2.4 2.3 1.9 1.6 1.5 1.01.3 1.2 0.9 0.70.55.52.1 1.3 1.1 1.1 1.2 1.3 1.6 2.0 2.5 3.1 3.3 3.3 3.2 2.8 2.4 2.1 2.0 2.0 2.5 4.3 2.2 1.6 1.10.9 0.8 0.8 1.0 1.6 3.2 2.3 1.6 1.0 1.0 1.2 1.5 1.8 2.2 2.7 3.1 3.7 3.5 3.2 2.9 2.5 2.2 2.0 1.9 2.45.43.9 2.0 1.30.7 0.9 1.3 2.0 6.5 1.6 1.7 1.5 1.0 0.9 1.1 1.3 1.6 2.0 2.3 2.8 3.1 3.4 3.5 3.2 2.9 2.5 2.1 1.8 1.7 4.0 2.6 1.30.6 0.9 1.5 3.5 6.4 3.6 1.2 1.2 1.1 1.2 1.4 1.6 1.9 2.2 2.6 3.1 3.3 3.4 3.3 3.1 2.8 2.3 1.9 1.6 1.4 1.8 2.2 2.0 1.3 0.80.9 1.6 2.0 2.0 1.1 0.9 0.9 1.3 1.5 1.7 2.0 2.4 2.8 3.0 3.1 3.0 2.9 2.0 1.7 1.4 1.3 1.3 1.5 1.4 0.81.0 1.5 1.3 1.0 0.8 0.8 0.9 1.0 1.1 1.5 1.6 1.8 2.0 2.3 2.6 2.7 2.7 2.4 2.1 1.5 1.4 1.2 1.1 1.1 0.9 0.61.3 1.3 1.1 0.9 0.8 0.9 1.0 1.1 1.2 1.3 1.6 1.7 1.8 2.0 2.1 2.3 2.2 2.0 1.7 1.5 1.4 1.2 1.1 0.73.0 1.6 1.3 1.1 0.9 0.9 1.0 1.1 1.3 1.4 1.4 1.5 1.6 1.7 1.7 1.8 1.9 1.9 1.7 1.5 1.3 1.3 3.2 1.6 0.92.6 1.5 1.1 1.1 1.2 1.4 1.5 1.6 1.5 1.6 1.6 1.6 1.6 1.7 1.6 1.4 1.2 1.1 1.1 1.6 3.9 1.5 1.02.8 1.9 1.1 1.1 1.2 1.4 1.6 1.8 1.8 1.7 1.7 1.6 1.6 1.6 1.4 1.4 1.4 1.2 1.0 0.9 0.95.42.5 1.10.51.6 1.6 1.1 1.4 1.6 1.9 2.1 2.1 2.0 1.8 1.7 1.6 1.6 1.5 1.3 1.2 1.0 0.9 0.8 0.7 1.2 2.1 1.9 1.2 0.61.0 1.1 1.2 0.8 1.0 1.2 2.0 2.3 2.5 2.6 2.4 2.2 1.9 1.7 1.6 1.5 1.4 1.1 1.0 0.9 0.8 0.7 1.0 1.3 1.2 0.63.64.51.8 1.1 1.0 0.8 0.9 1.1 1.3 1.6 2.8 2.9 3.0 2.9 2.6 2.2 1.9 1.7 1.5 1.3 1.2 1.5 1.5 1.5 1.1 1.0 0.81.9 4.3 6.04.52.1 1.4 0.9 1.0 1.2 1.5 1.8 2.2 2.8 3.2 3.3 3.2 2.9 2.5 2.1 1.8 1.6 1.3 1.2 1.1 2.4 1.4 1.0 0.61.0 1.5 1.9 2.4 1.9 1.7 1.1 1.0 1.2 1.4 1.7 2.0 2.4 2.9 3.2 3.3 3.1 2.7 2.2 1.9 1.6 1.3 1.1 1.0 1.1 6.0 2.2 1.3 0.71.0 1.3 1.2 0.9 1.1 1.0 1.2 1.2 1.3 1.5 1.8 2.1 2.5 2.9 3.2 3.6 3.0 2.6 2.2 1.8 1.5 1.2 1.0 0.9 4.2 2.7 1.6 0.71.7 1.7 1.4 0.8 0.6 0.6 1.4 1.5 1.8 2.0 2.4 2.8 3.1 3.3 3.3 2.5 2.0 1.6 1.4 1.1 0.9 0.7 0.8 1.5 1.8 1.5 0.85.2 3.1 1.5 0.80.50.6 0.9 1.0 1.5 1.7 1.9 2.1 2.5 2.9 3.0 3.0 2.9 1.8 1.5 1.3 1.0 0.8 0.7 0.7 1.0 1.3 1.10.51.0 3.45.42.0 0.9 0.6 0.7 0.8 1.0 1.1 1.3 1.7 1.8 1.9 2.1 2.4 2.6 2.6 2.5 2.2 1.8 1.5 1.4 1.2 0.9 0.8 0.9 1.1 1.10.51.1 2.0 5.3 4.2 1.8 0.8 1.0 1.1 1.3 1.4 1.5 1.7 1.8 1.9 2.0 2.1 2.2 2.1 1.8 1.6 1.5 1.6 1.1 1.0 1.4 1.5 1.01.2 1.2 1.2 1.7 2.1 1.6 1.0 1.0 1.2 1.4 1.6 1.7 1.6 1.6 1.7 1.7 1.7 1.8 1.9 1.9 1.8 1.5 1.4 1.3 1.6 5.1 2.0 1.5 1.4 2.1 2.4 2.2 1.32.3 2.2 1.5 0.9 0.7 1.1 1.3 1.4 1.6 1.9 1.9 1.9 1.8 1.7 1.7 1.7 1.6 1.6 1.6 1.5 1.3 1.2 1.1 6.6 3.7 1.9 1.6 8.4 6.0 2.3 1.15.0 1.8 0.9 0.6 1.6 1.9 2.2 2.3 2.2 2.0 1.9 1.8 1.7 1.5 1.4 1.3 1.1 1.0 0.9 2.9 2.2 1.6 1.5 3.1 1.4 0.85.72.0 0.9 0.6 0.9 1.2 2.3 2.6 2.7 2.6 2.4 2.1 1.9 1.7 1.6 1.3 1.2 1.0 0.9 0.8 1.0 1.5 1.6 1.3 1.1 1.2 1.7 3.8 8.2 1.1 0.7 0.62.8 2.9 1.6 0.9 0.7 0.8 1.0 1.3 1.5 3.0 3.1 3.0 2.8 2.4 2.0 1.8 1.6 1.5 1.3 1.2 1.0 1.0 1.1 1.2 1.0 1.1 1.0 1.1 2.0 2.4 2.3 1.30.50.8 1.1 0.91.4 1.3 1.0 0.8 0.9 1.1 1.4 1.7 2.1 2.7 3.3 3.3 3.1 2.7 2.3 2.0 1.7 1.5 1.3 1.3 1.8 1.2 1.0 0.9 1.4 1.0 1.0 1.4 1.3 0.80.51.4 2.0 1.9 1.30.8 0.9 0.8 0.9 1.2 1.5 1.9 2.3 2.8 3.1 3.5 3.2 2.8 2.4 2.0 1.7 1.5 1.3 1.2 1.5 6.0 1.9 1.4 0.9 0.7 2.3 1.8 1.0 1.0 1.0 0.7 6.55.52.6 1.10.7 0.8 1.2 1.5 1.9 2.3 2.7 3.1 3.4 2.8 2.3 1.9 1.6 1.4 1.3 1.2 7.1 3.6 1.6 0.9 0.6 1.25.72.8 1.7 1.4 1.1 0.9 1.8 4.9 3.9 1.5 0.91.1 1.4 1.7 2.0 2.5 2.9 3.1 3.2 2.1 1.8 1.6 1.4 1.3 1.4 3.1 2.6 1.9 1.1 0.6 4.0 3.9 2.0 1.5 1.0 1.1 1.6 3.4 8.5 1.3 0.70.51.0 1.2 1.4 1.7 2.1 2.5 2.8 2.9 2.8 1.7 1.6 1.5 1.5 1.6 2.3 3.0 3.0 1.6 0.8 0.6 1.8 1.9 1.3 0.9 1.1 2.0 2.7 2.7 1.60.5 0.5 0.51.1 1.3 1.5 1.7 2.0 2.3 2.4 2.4 2.2 1.9 1.9 1.9 2.1 2.3 2.8 3.2 2.4 1.1 0.8 0.7 0.60.51.1 3.8 4.3 2.5 1.3 1.1 1.2 1.5 1.6 0.8 1.0 1.01.1 1.2 1.4 1.6 1.8 2.0 2.0 1.8 1.6 1.6 2.9 2.5 2.5 2.5 1.7 1.4 0.8 0.6 0.9 3.64.51.7 1.6 1.4 1.4 1.6 2.2 1.6 1.2 0.61.1 1.5 1.7 1.6 1.5 1.4 1.5 1.9 6.7 2.9 2.5 2.2 2.2 2.1 2.4 1.1 0.6 2.8 3.4 1.8 1.6 1.8 2.4 6.7 3.0 2.2 1.5 0.61.1 1.2 1.3 1.3 1.3 1.2 1.27.54.3 2.7 2.1 2.1 2.3 2.1 2.5 3.5 2.4 1.5 0.7 0.8 0.7 1.9 2.1 2.1 2.0 2.1 4.2 7.0 5.8 2.3 1.2 0.71.0 1.0 1.0 1.0 1.0 1.0 1.3 2.6 2.8 2.5 2.1 1.9 2.1 2.5 2.9 2.4 2.2 2.1 1.90.56.3 4.2 2.1 1.9 2.2 2.4 3.0 1.30.8 0.8 0.8 0.9 0.9 1.1 1.5 1.8 1.6 1.4 1.5 1.8 2.2 2.7 2.9 2.1 1.8 1.9 1.7 2.1 6.7 1.4 1.70.6 0.7 1.1 1.0 1.0 1.2 1.1 1.2 1.4 1.7 2.1 2.4 2.2 1.8 1.7 1.9 2.5 2.5 0.9 1.01.4 1.3 0.9 0.9 0.8 1.0 1.3 1.6 1.9 1.8 1.5 1.5 0.8 1.0 1.0 0.70.51.4 2.2 2.0 1.6 1.0 1.0 1.2 1.0 1.2 1.4 1.5 1.3 0.9 1.3 1.3 0.85.42.4 1.6 1.6 1.7 1.4 1.1 0.9 1.0 1.1 1.2 1.7 1.5 1.7 2.2 2.43.6 1.7 2.5 3.2 2.5 1.9 1.13.9 1.9 1.6 2.45.41.3 6.0 2.8 1.9 3.5 2.4 1.8 1.6 2.96.3 3.6 2.4 1.4 1.5 1.2 1.21.8 2.4 2.6 2.2 1.50.50.9 1.6 1.5 1.0 0.71.5 3.4 6.1 5.0 2.6 1.0 0.6 1.0 1.7 1.8 1.21.8 5.1 7.19.23.7 1.5 0.9 1.2 1.1 1.8 2.94.50.9 1.6 3.6 9.1 3.6 1.4 0.9 0.7 4.2 3.3 2.2 2.5 6.32.1 3.0 3.2 0.9 1.1 1.6 5.8 2.8 3.01.6 2.0 2.0 2.1 2.1 3.0 9.0 8.8 6.3 2.41.6 1.8 4.1 1.6 2.1 3.44.42.9 1.31.3 2.8 6.3 1.3 1.51.5 2.20.7 1.2 1.00.70.53'-0"4'-0"Ø10" PED9'-0"18'-0"Ø10" RND POLE10" SQ POLEoror9" x14" PEDNOTE:171 NOTFOCONSTRUCTIOOutdoor Lighting Solutions3300 Exchange PlaceLake Mary, Florida 32746www.duke-energy.com Designer Date Scale Drawing No.N.T.S. SLC-022 of 2Proprietary & Confidential: This document togetherwith the concepts and designs presented herein,presented as an instrument of service, is the soleproperty of Duke Energy, and is intended only for thespecific purpose and prospective client as stated inthe title block of this drawing. Any use, copying,reproduction or disclosure of the drawing, design orany information contained herein by the prospectivecustomer or other entities, including without limitation,architects, engineers, or equipment manufacturers ishereby expressly prohibited and shall not be permittedabsent prior written consent from, and payment ofcompensation to Duke Energy. Duke Energydisclaims any liability or responsibility for anyunauthorized use of or reliance on this document.Lighting Design Tolerance: Calculatedfootcandle levels in this lighting design arepredicted values and are based on specificinformation that has been supplied to DukeEnergy. Any inaccuracies in the suppliedinformation, differences in luminaireinstallation, lighted area geometry includingelevation differences, reflective properties ofsurrounding surfaces, obstructions (foliageor otherwise) in the lighted area, or lightingfrom sources other than listed in this mayproduce different results from the predictedvalues. Normal tolerances of voltage, lampoutput, and ballast and luminairemanufacturer will also affect results.® Christopher CordellJanuary 04, 2021Light Fixture InformationPRELIMINARYWinter Springs Marketplace - Site Lighting PlanWinter Springs, FloridaLight Fixture InformationLight Fixture Information172 TPFTPFTPFTPFSTOP STOP1234SCHOOLSCHOOLSCHOOLSCHOOLS-1 S-1 S-2 S-3 ZONING CLASSIFICATION: TC - TOWN CENTER DISTRICT NOTES 01 SIGNAGE SITE PLAN 1/64" = 1'-0" NORTH 0 16' 32' 64' 128' GROUND 12'-0"(2x) 72 SFS-1 SIGN TYPE HEIGHT COPY AREA# 8'-0"S-2 8'-0"S-3 COUNT 2 GROUND GROUND SIGN LEGEND 1 1 SEE DETAIL 02/AS-100 03/AS-100 04/AS-100 208 SF (1x) 32 SF (1x) 32 SF TOTAL MONUMENT COPY AREA: S-4 PERMANENT MENU BOARD 105/AS-100 S-4 10'-0" S R 4 3 4 F R ON T A G E : 5 7 1 ' - 0 "ST A TE RO AD 4 3 4 TUSKAWILLA ROADFUTURE DEVELOPMENT POND 83'-7"TUSKAWILLA FRONTAGE: 380'-6"1 0 2 ' - 3 " 7 9 ' - 6 " 1 4 3 ' - 5 " SIM TO TYP DRIVE-THRU MENU BOARD 02 S-1 DIAGRAMATIC ELEVATION 1/4" = 1'-0" 0 1' 2' 4' 8' 03 S-2 DIAGRAMATIC ELEVATION 1/4" = 1'-0" 0 1' 2' 4' 8'12'-0"8'-6" MULTI-TENANT COPY AREA = 72SF 8'-512"MAX 120% WIDTH OF SIGN 8'-0"5'-8"5'-7"TOTAL COPY AREA = 32SF, PER CITY CODE 16-80(b) MAX 120% WIDTH OF SIGN 05 S-4 DIAGRAMATIC ELEVATION 1/4" = 1'-0" 0 1' 2' 4' 8' PLEASE NOTE THAT THESE ELEVATIONS ARE PROVIDED FOR DIAGRAMMATIC REPRESENTATION OF THE COPY AREA ONLY. THIS IS NOT INTENDED TO ILLUSTRATE THE STYLE OF THE FINAL DESIGN. THE EXACT DIMENSIONS OF THE FINAL DESIGN MAY VARY, BUT WILL NOT EXCEED THE MAXIMUM HEIGHT OR COPY AREA SET FORTH IN THE WAIVERS AND APPLICABLE CITY CODE. THIS EXAMPLE SHOWS ROUGH PROPORTIONS COMPARED TO A HUMAN SCALE FIGURE. EXACT SIZE AND LAYOUT WILL DEPEND ON TENANT STANDARDS, BUT WILL BE WITHIN THE TYPICAL RANGE OF A DRIVE-THRU MENU BOARD, SUCH AS THOSE ALREADY IN USE AT McDONALD'S AND STARBUCKS ACROSS THE STREET. 04 S-3 DIAGRAMATIC ELEVATION 1/4" = 1'-0" 0 1' 2' 4' 8'8'-0"5'-8"5'-7"TOTAL COPY AREA = 32SF, PER CITY CODE 16-80(b) SPLIT EQUALLY BETWEEN TWO TENANTS MAX 120% WIDTH OF SIGN PLEASE SEE THE WAIVER APPLICATION & JUSTIFICATION LETTER INCLUDED WITH THIS SUBMITTAL FOR A FULL LIST OF WAIVERS AFFECTING SIGNAGE. SIGNAGE SITE PLAN AS-100 COPYRIGHT STATEMENT These documents, their contents, and the ideas, designs, and concepts presented here-in are the property of ELEVEN18 Architecture and are issued only for the specific project noted on these documents. Holders of these documents that have established a mutually agreed contractual relationship with ELEVEN18 Architecture have been granted a limited license to reproduce these documents in relationship to the specific project referenced. All others are subject to US Copyright Law as defined by Title 17 of the United States Code and other regional laws as may apply. Any revisions, reproductions, modifications, or re-use of these documents without the express written consent of ELEVEN18 Architecture is prohibited by Law. REVISIONS #DATE DESC. PROJECT NAME: WINTER SPRINGS MARKETPLACE RETAIL S.R. 434 & Tuskawilla Road Winter Springs, FL 32708 Brooke Leigh Chea, AIA FL. REG.#AR0099995 Kimberly Day McCann, AIA FL. REG.#AR0091738 15 JAN 2021 --11/06/20 MSP SUBMITTAL FL License: AA26001884 Mailing Address: 424 E. Central Blvd. #542 Orlando, FL 32801 www.eleven18architecture.com Physical Address: 1011 E. Colonial Dr. #307 Orlando, FL 32803 407-745-5300 © Copyright 2019 ELEVEN18 ARCHITECTURE, PL All Rights Reserved Worldwide A WOMEN'S BUSINESS ENTERPRISE ELEVEN18 PROJECT LEAD: Kim McCann 407-745-5300 kmccann@eleven18architecture.com PROJECT TEAM: Maria Lopez 407-745-5300 Ext. 106 mlopez@eleven18architecture.com Mark Adams, AIA FL. REG.#AR0094473 1 12/18/20 REV1 2 01/15/21 REV2 1 1 1 1 1 1 1 2 2 2 2 2 173 MONUMENT 174 MONUMENT SIGN S-2 175 MONUMENT SIGN S-3 176 177 178 kimley-horn.com 189 S. Orange Avenue, Suite 1000, Orlando, FL 32801 407 898 1511 December 21, 2020 Mr. Kevin Maddox, City Arborist City of Winter Springs Community Development Department 1126 State Road 434 Winter Springs, Florida 32708 Subject: Specimen Tree Removal Winter Springs Marketplace Site Plan Case No.: SP2020-0018 Dear Mr. Kevin Maddox, The tree removal and preservation calculations have been included as part of Sheets L0.50 and L.051 of the Winter Springs Marketplace civil development plans. These calculations depict all the trees, including the specimen trees (trees w/DBHs of 24” or greater), to be removed. As identified by the tree survey and the Specimen Tree Report dated August 19, 2020 by Native Florida Landscapes, LLC, there are 8 specimen trees on site, all of which are Quercus virginiana/live oaks. As noted in the report, one of the specimen trees was identified as significantly decayed and should be downgraded. As a result, 7 viable specimen trees exist on site. This letter serves as formal request for the City Manager’s approval of the proposed specimen tree removal as required by Sec. 5-8 of the City of Winter Springs Code of Ordinances. The removal of these specimen trees is required due to the nutrient removal requirements in which the site is located. The site must be significantly raised in order to utilize the exfiltration treatment proposed in meeting the nutrient removal criteria. The footprint required for each of these systems and the amount the site will be raised will not allow preservation of all the specimen trees. We have made every effort, where practical, to preserve as many specimen trees as possible. Of the 7 viable specimen trees onsite, we have preserved one (1) 38” specimen tree (Tree No. 185). To mitigate the removal of the other 6 specimen trees, we will plant six (6) 10” Quercus virginiana/live oaks. Tree replacement on-site meets code and these trees will be planted throughout the site perimeter and internal landscaping. 328 trees are being planted for mitigation. The remaining 195 trees being removed will be mitigated by paying into the tree fund per Sec. 5-9 Table 1 of the Winter Springs Code. Sheet L1.00 of the Civil Development plans details the tree mitigation numbers of trees to be planted as replacements along with the resulting balance to be paid into the tree fund. If you have any further questions, please do not hesitate to contact our office or email me at jonathan.martin@kimley-horn.com. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. Jonathan A. Martin Principal K:\ORL_Civil\149170016-Winter Springs Marketplace\AGENCY PERMITS\WinterSprings\APPLICATIONS\Waiver Aplication\2020-12-03 - Specimen Tree Removal Letter.docx 179 180 ROBE R T S F A M I L Y LAN E TUSKAWILLAROADNATURES WAY S T A T E R O A D 4 3 4 SOLARIS WHARF STREETSCHOOLSCHOOLSCHOOLSCHOOLSTOPSTOP1234TREE 1 12" CEDAR TREE 2 8" OAK TREE 3 8" LIVE OAK TREE 4 10" LIVE OAK TREE 5 8" LIVE OAK TREE 6 8" LIVE OAK TREE 7 16" LIVE OAK TREE 8 10" LIVE OAK TREE 9 10" LIVE OAK TREE 10 8" LIVE OAK TREE 11 10" LIVE OAK TREE 12 14" LIVE OAK TREE 13 16" LIVE OAK TREE 14 14" LIVE OAK TREE 15 12" LIVE OAK TREE 16 8" LIVE OAK TREE 17 15" LIVE OAK TREE 18 12" LIVE OAK TREE 19 10" LIVE OAK TREE 20 12" LIVE OAK TREE 21 14" LIVE OAK TREE 22 14" LIVE OAK TREE 23 18" LIVE OAK TREE 24 16" LIVE OAK TREE 25 10" LIVE OAK TREE 26 17" LIVE OAK TREE 27 8" LIVE OAK TREE 28 8" LIVE OAK TREE 29 10" LIVE OAK TREE 30 10" LIVE OAK TREE 31 9" LIVE OAK TREE 32 10" LIVE OAK TREE 33 11" LIVE OAK TREE 34 9" LIVE OAK TREE 35 10" LIVE OAK TREE 36 14" LIVE OAK TREE 37 15" LIVE OAK TREE 38 10" LIVE OAK TREE 39 9" LIVE OAK TREE 40 12" LIVE OAK TREE 41 9" LIVE OAK TREE 42 10" LIVE OAK TREE 43 9" LIVE OAK TREE 44 10" LIVE OAK TREE 45 10" LIVE OAK TREE 46 10" LIVE OAK TREE 47 10" LIVE OAK TREE 48 10" LIVE OAK TREE 49 9" LIVE OAK TREE 50 12" LIVE OAK TREE 51 10" LIVE OAK TREE 52 9" LIVE OAK TREE 53 8" LIVE OAK TREE 54 8" LIVE OAK TREE 55 14" LIVE OAK TREE 56 15" LIVE OAK TREE 57 10" LIVE OAK TREE 58 12" LIVE OAK TREE 59 13" LIVE OAK TREE 60 16" LIVE OAK TREE 61 12" LIVE OAK TREE 62 9" LIVE OAK TREE 63 7" LIVE OAK TREE 64 8" LIVE OAK TREE 65 8" LIVE OAK TREE 66 10" LIVE OAK TREE 67 10" LIVE OAK TREE 68 18" LIVE OAK TREE 69 26" PINE TREE 70 8" LIVE OAK TREE 71 11" LIVE OAK TREE 72 16" LIVE OAK TREE 73 27" LIVE OAK TREE 74 12" LIVE OAK TREE 75 LIVE OAK - DEAD TREE 76 11" LIVE OAK TREE 77 18" LIVE OAKTREE 78 14" LIVE OAK TREE 79 15" LIVE OAK TREE 80 8" LIVE OAKTREE 81 9" LIVE OAK TREE 82 10" LIVE OAK TREE 83 8" LIVE OAK TREE 84 15" LIVE OAK TREE 85 18" LIVE OAK TREE 86 19" LIVE OAK TREE 87 18" LIVE OAK TREE 88 16" LIVE OAK TREE 89 15" LIVE OAK TREE 90 15" LIVE OAK TREE 93 16" LIVE OAK TREE 94 14" LIVE OAK TREE 95 8" LIVE OAK TREE 96 14" LIVE OAK TREE 97 14" LIVE OAK TREE 98 20" LIVE OAK TREE 99 10" LIVE OAK TREE 100 12" LIVE OAK TREE 101 34" LIVE OAK TREE 102 18" LIVE OAK TREE 103 18" LIVE OAK TREE 104 14" LIVE OAK TREE 105 13" LIVE OAK TREE 106 16" LIVE OAK TREE 107 18" LIVE OAK TREE 108 18" LIVE OAK TREE 109 16" LIVE OAK TREE 110 16" LIVE OAK TREE 112 18" LIVE OAK TREE 113 16" LIVE OAK TREE 114 8" LIVE OAK TREE 115 12" LIVE OAK TREE 116 18" LIVE OAK TREE 117 17" LIVE OAK TREE 118 15" LIVE OAK TREE 119 9" LIVE OAKTREE 120 10" LIVE OAK TREE 121 18" LIVE OAK TREE 122 15" LIVE OAK TREE 123 20" LIVE OAK TREE 124 10" LIVE OAK TREE 125 8" LIVE OAK TREE 126 18" LIVE OAK TREE 127 12" LIVE OAK TREE 128 13" LIVE OAK TREE 129 14" LIVE OAK TREE 130 12" LIVE OAK TREE 131 12" LIVE OAK TREE 132 12" LIVE OAK TREE 133 14" LIVE OAK TREE 134 16" LIVE OAK TREE 135 28" LIVE OAK TREE 136 7" LIVE OAKTREE 137 10" LIVE OAK TREE 138 12" LIVE OAK TREE 139 8" LIVE OAK TREE 140 10" LIVE OAK TREE 141 11" LIVE OAK TREE 142 15" LIVE OAK TREE 143 15" LIVE OAK TREE 144 11" LIVE OAK TREE 145 10" LIVE OAK TREE 146 12" LIVE OAK TREE 147 9" LIVE OAK TREE 148 15" LIVE OAK TREE 149 12" LIVE OAK TREE 150 13" LIVE OAK TREE 151 10" LIVE OAK TREE 152 10" LIVE OAK TREE 153 14" LIVE OAK TREE 154 16" LIVE OAK TREE 155 10" LIVE OAK TREE 156 9" LIVE OAK TREE 157 10" LIVE OAK TREE 158 10" LIVE OAK TREE 159 19" LIVE OAK TREE 160 20" LIVE OAK TREE 161 15" LIVE OAK TREE 162 12" LIVE OAK TREE 163 14" LIVE OAK TREE 164 14" LIVE OAK TREE 165 14" LIVE OAK TREE 166 8" LIVE OAK TREE 167 12" LIVE OAK TREE 168 10" LIVE OAK TREE 169 10" LIVE OAK TREE 170 18" LIVE OAK TREE 171 15" LIVE OAK TREE 172 15" LIVE OAK TREE 173 18" LIVE OAK TREE 174 15" LIVE OAK TREE 175 25" LIVE OAK TREE 176 18" LIVE OAK TREE 177 14" LIVE OAK TREE 178 18" LIVE OAK TREE 179 16" LIVE OAK TREE 180 14" LIVE OAK TREE 181 15" LIVE OAK TREE 182 28" LIVE OAK TREE 183 18" LIVE OAK TREE 184 16" LIVE OAK TREE 185 38" LIVE OAK TREE 186 16" LIVE OAK TREE 187 13" LIVE OAK TREE 188 8" LIVE OAK TREE 189 10" LIVE OAK TREE 190 9" LIVE OAK TREE 191 10" LIVE OAK TREE 192 10" LIVE OAK TREE 193 8" LIVE OAK TREE 194 9" LIVE OAK TREE 195 20" LIVE OAK TREE 196 14" LIVE OAK TREE 197 8" LIVE OAK TREE 198 13" LIVE OAK TREE 199 15" LIVE OAK TREE 200 12" LIVE OAK TREE 201 11" LIVE OAK TREE 202 12" LIVE OAK TREE 203 14" LIVE OAK TREE 204 20" LIVE OAK TREE 205 14" LIVE OAK TREE 206 14" LIVE OAK TREE 207 10" LIVE OAK TREE 208 15" LIVE OAK TREE 209 13" LIVE OAK TREE 210 11" LIVE OAK TREE 211 11" LIVE OAK TREE 212 15" LIVE OAK TREE 213 14" LIVE OAK TREE 214 9" LIVE OAK TREE 215 10" LIVE OAK TREE 216 11" LIVE OAK TREE 217 14" LIVE OAK TREE 218 10" LIVE OAK TREE 219 10" LIVE OAK TREE 220 15" LIVE OAKTREE 221 10" LIVE OAK TREE 222 20" LONGLEAF PINE TREE 223 8" LIVE OAK TREE 224 10" LIVE OAK TREE 225 10" LIVE OAK TREE 226 8" LIVE OAK TREE 227 16" PALM TREE 228 12" PALM TREE 229 12" LIVE OAK TREE 230 10" LIVE OAK TREE 231 10" LIVE OAK TREE 232 12" LIVE OAK TREE 233 8" LIVE OAK TREE 234 10" LIVE OAK TREE 235 12" LIVE OAK TREE 236 8" LIVE OAK TREE 237 8" LIVE OAK TREE 238 10" LIVE OAK TREE 239 8" LIVE OAK TREE 240 8" LIVE OAK TREE 241 10" LIVE OAK TREE 242 8" LIVE OAK TREE 243 8" LIVE OAK TREE 244 12" LIVE OAK TREE 245 10" LIVE OAK TREE 246 10" LIVE OAK TREE 247 10" LIVE OAK TREE 248 18" LONGLEAF PINE TREE 249 20" LONGLEAF PINE TREE 250 23" LONGLEAF PINE TREE 251 12" LIVE OAK TREE 252 20" LIVE OAK TREE 253 16" LIVE OAK TREE 254 12" LIVE OAK TREE 255 12" LIVE OAK TREE 256 9" LIVE OAK TREE 257 10" LIVE OAK TREE 258 15" LIVE OAK TREE 259 15" LIVE OAK TREE 260 25" LIVE OAK TREE 261 9" LIVE OAK TREE 262 9" LIVE OAK TREE 263 8" LIVE OAK TREE 264 8" LIVE OAK TREE 265 8" LIVE OAK TREE 266 9" LIVE OAK TREE 267 10" LIVE OAK TREE 268 16" LIVE OAK TREE 269 14" LIVE OAK TREE 270 8" LIVE OAK TREE 271 12" LIVE OAK TREE 272 8" LIVE OAK TREE 273 8" LIVE OAK TREE 274 12" LIVE OAK TREE 275 8" LIVE OAK TREE 276 8" GUMTREE TREE 277 6" GUMTREE TREE 278 8" MAPLE TREE 279 8" GUMTREE TREE 280 12" LIVE OAK TREE 281 10" CEDAR TREE 282 12" GUMTREE TREE 283 20" LIVE OAK TREE 284 16" PALM TREE 285 20" LIVE OAK TREE 286 14" LIVE OAK 6' HIGH SCREEN WALL BY OTHERS (TYP.)TPFTPF TREE PROTECTION FENCE TPF TPFTPFTPF TREE 91 25" LIVE OAK TREE 92 16" LIVE OAK TREE TO REMAIN TREE TO REMAIN - OFF SITE TREE TO BE REMOVED WINTER SPRINGSMARKETPLACETREE MITIGATIONPLAN©L0.50 NORTH 3 3 37 181 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 1 of 34 THIS INSTRUMENT WAS PREPARED BY AND SHOULD BE RETURNED TO: Anthony A. Garganese City Attorney of Winter Springs Garganese, Weiss, D'Agresta & Salzman, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32802 (407) 425-9566 DEVELOPMENT AND PROPERTY DIVISION AGREEMENT Winter Springs Marketplace/Tuscawilla Property Investors THIS DEVELOPMENT AGREEMENT (“Agreement”) is made and executed this ______ day of _________________, 2021, by and between the CITY OF WINTER SPRINGS, a Florida Municipal Corporation (“City”), whose address is 1126 East S.R. 434, Winter Springs, Florida 32708, and TUSCAWILLA PROPERTY INVESTORS, LLC, a Florida Limited Liability Company, whose address is 630 S Maitland Avenue, Suite 100, Maitland, Florida 32751 (“Developer”). WITNESSETH: WHEREAS, Developer is the owner of approximately 8.278 acres, more or less, of real property located southwest of the intersection of SR 434 and Tuskawilla Road, in Winter Springs, Seminole County, Florida, zoned Town Center (T5 Transect), more particularly described herein (“Property”); and WHEREAS, the Developer is under contract, and intends, to purchase the additional property constituting approximately 1.95 acres, more or less, also located southwest of the intersection of SR 434 and Tuskawilla Road, in Winter Springs, Seminole County, Florida, zoned Town Center (T5 Transect), more particularly described herein, which is currently owned by Anna Ondick, Individually and as a Successor Trustee of the Robbie R. Ondick Revocable Trust dated October 7, 1991, as amended and restated on August 3, 1994 by the First Amendment and Restatement of the Robbie R. Ondick Revocable Trust dated October 7, 1991, as further amended on March 25, 1999 by First Amendment to the First Amendment and Restatement of the Robbie R. Ondick Revocable Trust dated October 7, 1991 (“Trust Property”); and FOR RECORDING DEPARTMENT USE ONLY 182 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 2 of 34 WHEREAS, Anna Ondick, as successor trustee of the Trust, also signed the application for the Final Engineering/Site Plan Approval, Aesthetic Plan Approval, Specimen Tree Removal and certain Waivers from the City Code; and WHEREAS, Developer has applied for Final Engineering/Site Plan Approval, Aesthetic Plan Approval for certain buildings on the Property, Specimen Tree Removal, and certain Waivers from the City Code in order to construct a shopping center consisting of five (5) buildings; and WHEREAS, pursuant to Chapter 20 Zoning, Article II, Division 1, Section 20-29.1 of the Winter Springs City Code (“City Code”), a community workshop for the Project was held on May 28, 2020; and WHEREAS, Section 20-29(c) of the City Code requires that all site plans and waivers shall be binding on the use of the subject property and, further, that as a condition of approval by the City Commission, all development projects requiring a community workshop pursuant to Section 20-29.1 of the City Code shall be required to be memorialized in a binding development agreement; and WHEREAS, this Development Agreement shall be recorded against the Property so that the terms and conditions of approval related to the Project shall run with the land; and NOW THEREFORE, in consideration of the mutual promises and covenants contained herein, the parties mutually agree as follows: 1.0 Recitals. The foregoing recitals are true and correct and are hereby incorporated herein by this reference. 2.0 Authority. This Agreement is entered into pursuant to the Florida Municipal Home Rule Powers Act. 3.0 The Property and Trust Property. The Property subject to this Agreement is legally described in EXHIBIT “A”, attached hereto and fully incorporated herein by this reference (“Property”). The Trust Property described in the Recitals and subject to this Agreement is legally described in EXHIBIT “B”, attached hereto and fully incorporated herein by this reference (“Trust Property”). Developer represents and warrants to the City that it has entered into a written contract (“Purchase Agreement”) to purchase the Trust Property and that the Developer intends to expeditiously pursue the completion of the closing on the Trust Property upon the Effective Date of this Agreement. Based on this representation and warranty to the City, Developer further represents and warrants to the City that it can enter into this Agreement with respect to the Trust Property for the limited purposes set forth herein prior to its acquisition of the Trust Property. However, the acquisition of fee title to the Trust Property by the Developer shall be a condition of the City’s approval of the Final Engineering Plans/Site Plan and Waivers as applicable to the Trust 183 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 3 of 34 Property, except to the extent of clearing, grading, grubbing and seeding of the Trust Property, for which the Developer has provided a Reciprocal Easement Agreement dated November 10, 2020, recorded in Official Records book 9757, Page 1335, Public Records of Seminole County, Florida (the “REA”). The REA specifically authorizes the Developer to perform site preparation for future development of the Trust Property, such as clearing, grading/grubbing and seeding, and such site preparation shall be a condition of this Agreement pursuant to the terms and conditions set forth in Section 4.1(J). Developer shall keep the City fully apprised of the status of said closing and shall faithfully and expeditiously complete the closing no later than one year of the Effective Date of this Agreement. (‘Closing Date”). If Developer fails to complete the closing by the Closing Date, approval of the Final Engineering/Site Plan and Waivers as applicable to the Trust Property, except for clearing, grading and seeding, shall be automatically revoked. Specifically, the approval of the engineering for the intended fast food restaurant, including the fast food restaurant building and supporting parking, drive aisles and utilities, shown on “Lot 3” of the “Overall Site Plan”, Sheet C4.0 of the Final Engineering Plans (“Fast Food Restaurant Improvements”) shall be void, except for clearing, grading and seeding. The parties agree that upon conveyance of the Trust Property to Developer, this Agreement shall automatically bind, and benefit and burden, such Trust Property, and that the definition of “Property” and “Project” herein shall automatically be modified to include the Trust Property, without any further action required by either party. Upon closing of the Trust Property and conveyance to the Developer, the conditional approval of the Final Engineering/Site Plan and Waivers as applicable to the Trust Property and the Fast Food Restaurant Improvements shall become final and binding. 4.0 Project Description and Requirements; Phasing. Developer shall, at its expense, design, permit and construct a five-building shopping center in a two phases on the Property, for a total of approximately 59,000 square feet of building space, as well as supporting infrastructure, stormwater pond, parking lots, and landscaping. (Hereinafter the project description and requirements are referred to as the “Project”). The “Overall Site Plan”, Sheet C4.0 of the Final Engineering Plans, is attached hereto as EXHIBIT “C” for convenience and incorporated herein by this reference. The Developer shall construct the Project in a manner consistent with the approved Final Engineering/Site Plans, Aesthetic Plans, and Waivers that are on file with the City with the following file numbers and consistent with the requirements contained in this Agreement: File Nos: SP2020-0018 Final Engineering/Site Plans, AE2020-0029 Aesthetic Review, WA2020-0026 Waiver Phase I of the Project shall consist of all buildings and improvements on the Property and clearing, grading and seeding of the Trust Property; Phase II shall consist of the Fast Food Restaurant Improvements on the Trust Property. Any development of the Future Development Area, located on the Trust Property and as shown on the “Overall Site Plan”, Sheet C4.0 of the Final Engineering Plans, shall require an amendment to this Agreement. 184 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 4 of 34 4.1 Specific conditions of approval. Specific conditions of approval for the above-referenced Final Engineering Plans, Aesthetic Plans and Waivers, include the following, which are also addressed in the staff report for the Final Engineering/Site Plans, Aesthetic Plans, and Waivers: A. To the extent that the driveway access to SR 434 and the underground chambers for stormwater collection and treatment to service the driveway as shown on the “Overall Site Plan”, Sheet C4.0 and the Overall Drainage Plan, Sheet C6.0 of the Final Engineering Plans, are located on the Trust Property, the Developer shall be required to secure easements from the Trust to allow for the construction, installation and maintenance of such facilities prior to issuance of any site clearing or building permits for the Property, if the same have not already been obtained. Except for grading and seeding/grass installation plans and except to the extent adequate easements for the driveway access to SR 434 and the underground chambers for stormwater collection and treatment are secured (if not already obtained), approval of the Final Engineering/Site Plan and Waivers as applicable to the Trust Property shall be contingent upon the Developer acquiring the Trust Property within one year of the Effective Date of this Agreement. B. In the event the Developer acquires the Trust Property within one year of the Effective Date of this Agreement, Developer shall extend and install the planned streetscape along the SR 434 and Tuskawilla Road frontage of the Trust Property to match the streetscape planned for the Property. The Trust Property streetscape shall be installed either in conjunction with the Property streetscape or within twelve (12) months following acquisition of the Trust Property (subject to Section 25.0), whichever is later. However, in the event that Developer does not acquire the Trust Property and fails to complete the closing, Developer shall install as much of a matching streetscape as possible within the existing rights-of-way on SR 434 and Tuskawilla Road adjacent to the Trust Property concurrent with the installation of the streetscape on the Property. C. In the event the Developer acquires the Trust Property, the Developer shall as soon as possible thereafter demolish the existing pole sign and existing building at the corner of SR 434 and Tuskawilla Road. In any case, the Developer shall use its best faith efforts to secure the authorization from the Trust to remove the existing pole sign and existing building as soon as possible. D. A Reciprocal Easement Agreement dated November 10, 2020 has been recorded in Official Records book 9757, Page 1335, Public Records of Seminole County, Florida (the “REA”) affecting the Property. Developer is relying upon the REA for master planning common infrastructure between the Property and Trust Property and permitting the Project with the City. Therefore, should the REA terminate and a substantially similar agreement or declaration not be of record providing for the master planning common infrastructure between the Property and the Trust Property, Developer shall be required obtain an amendment to the Final Engineering/Site Plan in order to demonstrate to the City that the Project can standalone on the Property relative to adequate access, parking, utilities, drainage and any other previously shared infrastructure under the REA. Further, should the Property be further divided in any manner not 185 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 5 of 34 authorized by Section 28.0 of this Agreement, the City shall require, prior to the approval of the division of land, that the Developer demonstrate adequate access, parking, utilities and drainage including any other easements necessary for common infrastructure on the Property which is not already demonstrated by the REA or substantially similar agreement or declaration of record. E. The onsite wastewater collection system required to be constructed for the Project, up to the connection at the City’s manhole in Solaris Wharf Street, is to be owned and maintained by the Developer and/or future owners of the Property. F. The onsite potable water system required to be constructed for the Project, up to and including the meters at each building, is to be dedicated to the City for ownership and maintenance. A10-foot wide utility non-exclusive easement, centered over the water lines as shown in the Final Engineering Plans, shall be dedicated to the City and an appropriate bill of sale for the potable water system as described herein shall be delivered to the City prior to the issuance of any certificate of occupancy in a form acceptable to the City Attorney, free and clear of all liens. Upon completion and acceptance of the potable water system improvements by the City, the potable water system improvements shall be owned by the City and maintained, repaired and replaced by the City. In addition, the onsite irrigation system shall be connected to the City’s reuse system. The onsite irrigation system shall be owned and maintained by the Developer and/or future owners of the Property; provided, however, should any irrigation system and applicable meter be located on any single lot within the Project, then such system may be owned and maintained by the owner or occupant of such lot. The City’s meter for the reuse connection shall be located at the right-of-way line in an easement dedicated to the City in a form acceptable to the City Attorney prior to the issuance of any certificate of occupancy. G. Developer shall be required to plant at least 296 credits of new replacement trees, which shall include at least six (6) 10” d.b.h Quercus Virginia/Live Oaks to mitigate the removal of six (6) viable specimen trees on the Property. All required tree replacements shall be planted prior to the issuance of any final certificate of occupancy for any building on the Property. Tree replacements and landscaping shall be subject to the obligation of ongoing maintenance and replacement for the first two years following planting, at the Developer’s expense, if the City determines, after reasonable inspection, that any tree or landscaping has become severely diseased or damaged to the point that the viability of the tree or landscaping has been significantly compromised. In the event that Developer fails to perform the necessary maintenance, repairs or replacements of any of the trees or landscaping, the City shall have the right, but not obligation, to conduct said maintenance, repairs or replacements and recover the actual cost thereof from the Developer. Prior to exercising that right, the City shall provide the Developer written notice and an explanation of the specific default and at least thirty (30) days in which to cure the default. If Developer fails to cure the default by the end of the cure period, the City may exercise its rights to maintain and replace at any time thereafter. The Developer shall additionally submit: (1) a $112,800.00 tree bank mitigation payment for trees that are not possible to replace on the Property; and (2) a Landscape Performance and Maintenance Bond in a form acceptable to the City Attorney ensuring planting and installation of all required 186 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 6 of 34 trees and landscaping should the Project be abandoned after the Property has been cleared and proper maintenance of the trees for two (2) years after planting. The tree bank mitigation payment and Landscape Performance and Maintenance Bond shall be submitted prior to obtaining the first clearing and grading or building permit, whichever is earlier. H. No building in the Project shall exceed a height of three stories. I. The City Commission herein imposes certain use restrictions greater than those otherwise specified in the Town Center zoning district to ensure any negative impacts of the commercial development are minimized and to ensure the future development is compatible with the surrounding uses. The following uses shall be permitted on the Property: 1. Alcoholic beverage sales (package) 2. Alcoholic beverage on-premises consumption 3. Art supplies and picture framing shops 4. Artists’ (such as painters, sculptures, and craft makers) studios 5. Alterations, Tailoring and Shoe Repair 6. Confectionary and ice cream stores (including outside dining) 7. Dance and music studios 8. Interior decorating and draperies 9. Pet shops and grooming 10. Photographic studios 11. Physical fitness and health clubs 12. Professional and Business Offices including: a. Advertising Agencies b. Bookkeeper c. Dental d. Insurance e. Medical (clinics and laboratories) f. Title Companies g. Travel Agency 13. Restaurants, sidewalk cafes, 14. Retail uses as follows: a. Appliances, sales and service b. Antique and gift shop c. Bakery, including wholesale 187 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 7 of 34 d. Bridal shop e. Bicycle, sales/service f. Bookstores, stationery, newsstands g. Butcher shop h. Carpets, rugs and linoleum i. Computers, hardware/software/sales/service j. Drug and sundry stores (including General stores, such as Dollar Tree, Family Dollar or Dollar General) k. Dry cleaner/ Tailoring shops l. Florist/Gift Shop m. Financial institutions, banks, savings/loan (Requires Conditional Use) n. Furniture o. Grocers, including wholesale p. Hardware store q. Health food/ Snack shop r. Hobby/ craft shop s. Jewelry t. Office and stationary supplies u. Paint store v. Quick printers w. Rental stores, excluding auto/truck rentals x. Sporting goods y. Toy stores z. Wearing apparel stores 15. Salon including nail, hair, and tanning There shall be no retail sales, manufacturing, or compounding of any products derived from the hemp plant or cannabis plant, including CBD (cannabidiol). J. All grass areas on the Property and Trust Property shall use Bahia grass. No St. Augustine grass or grass types with low drought tolerance shall be permitted. In accordance with the REA, the Developer shall elect to clear, grub, and seed/grass the Trust Property and diligently pursue the consent and approval of the Trust to perform such work in conjunction with the clearing, grading and landscaping of the Property. K. Dumpster service and trash pickup for the Project is prohibited earlier than 7 a.m. and later than 7 p.m. L. Commercial delivery trucks to the grocery, retail stores, and restaurants shall not be permitted to access the Property via Roberts Family Lane. M. Project construction shall be limited to Monday-Saturday 7:00 a.m. to 8:00 p.m. Construction shall be prohibited Sundays and on federal holidays. 188 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 8 of 34 N. All parking area lighting shall be designed so as not to produce glare on adjacent residential properties. Security lighting shall be provided in areas accessible to the public during nighttime hours, and such lighting shall be on a time-clock or photo-sensor system. O. Prior to commencement of construction, the Developer shall submit for the City’s approval a plan detailing construction access and employee and contractor parking during construction. Employees and contractors and their equipment, materials and supplies shall not be parked or placed on Roberts Family Lane. 5.0 Future Permitting. The Developer shall be required to obtain Aesthetic Review approval for the remainder of the buildings not included in the Aesthetic Review file referenced above, as well as building permits, as required by the Winter Springs City Code. Developer shall be required to receive building permits and substantially commence vertical construction of buildings, which shall at minimum include building foundations, for the Project within two (2) years of the Effective Date of this Agreement. 6.0 Representations of the Parties. The City and Developer hereby each represent and warrant to the other that it has the power and authority to execute, deliver and perform the terms and provisions of this Agreement and has taken all necessary action to authorize the execution, delivery and performance of this Agreement. The Developer further agrees and makes the following representations and warranties to the City: A. The Developer is lawfully seized of the Property in fee simple and has full and lawful authority to execute this Agreement and bind the Property as set forth herein. This Agreement will, when duly executed and delivered by the City and Developer, constitute a legal, valid and binding obligation enforceable against the parties hereto. Upon recording of this Agreement in the Public Records of Seminole County, Florida, the Agreement shall be a binding obligation upon the Property in accordance with the terms and conditions of this Agreement. Developer represents that it has voluntarily and willfully executed this Agreement for purposes of binding himself and the Property to the terms and conditions set forth in this Agreement. 7.0 Successors and Assigns. This Agreement shall automatically be binding upon and shall inure to the benefit of the City and Developer and their respective successors and assigns. The terms and conditions of this Agreement similarly shall be binding upon the Property, and shall run with title to the same upon being duly recorded against the Property by the City. 8.0 Applicable Law; Venue. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. The venue of any litigation arising out of this Agreement shall be in Seminole County, Florida or, for federal court actions, in Orlando, Florida. 189 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 9 of 34 9.0 Amendments. This Agreement shall not be modified or amended except by written agreement duly executed by both parties hereto (or their successors or assigns) and approved by the City Commission. 10.0 Entire Agreement; Exhibits. This Agreement and all attached exhibits hereto supersede any other agreement, oral or written, regarding the Property and contain the entire agreement between the City and Developer as to the subject matter hereof. The Exhibits attached hereto and referenced herein are hereby fully incorporated herein by this reference. 11.0 Severability. If any provision of this Agreement shall be held to be invalid or unenforceable to any extent by a court of competent jurisdiction, the same shall not affect in any respect the validity or enforceability of the remainder of this Agreement. 12.0 Effective Date. This Agreement shall become effective upon approval by the City Commission and execution of this Agreement by both parties hereto. 13.0 Recordation. Upon full execution by the Parties, this Agreement shall be recorded upon the Property in the Public Records of Seminole County, Florida by the City and shall be binding upon the Property and all future owners thereof. At such time the Developer closes on the Trust Property, this Agreement shall also be recorded upon the Trust Property and shall be binding upon the Trust Property and all future owners thereof. The Developer shall be responsible for all recording fees associated with recording this Agreement upon the Property and Trust Property. 14.0 Relationship of the Parties. The relationship of the parties to this Agreement is contractual and Developer is an independent contractor and not an agent of the City. Nothing herein shall be deemed to create a joint venture or principal-agent relationship between the parties, and neither party is authorized to, nor shall either party act toward third persons or the public in any manner, which would indicate any such relationship with the other. 15.0 Sovereign Immunity. The City intends to avail itself of sovereign immunity and other applicable limitations on City liability whenever deemed applicable by the City. Therefore, notwithstanding any other provision set forth in this Agreement, nothing contained in this Agreement shall be construed as a waiver of the City’s right to sovereign immunity under section 768.28, Florida Statutes, or other limitations imposed on the City’s potential liability under state or federal law. As such, the City shall not be liable under this Agreement for punitive damages or interest for the period before judgment. Further, the City shall not be liable for any claim or judgment, or portion thereof, to any one person for more than two hundred thousand dollars ($200,000.00), or any claim or judgment, or portion thereof, which, when totaled with all other claims or judgments paid by the State or its agencies and subdivisions arising out of the same incident or occurrence, exceeds the sum of three hundred thousand dollars ($300,000.00). 190 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 10 of 34 16.0 City's Police Power. Developer agrees and acknowledges that the City hereby reserves all police powers granted to the City by law. In no way shall this Agreement be construed as the City bargaining away or surrendering its police powers. 17.0 Interpretation. The parties hereby agree and acknowledge that they have both participated equally in the drafting of this Agreement and no party shall be favored or disfavored regarding the interpretation to this Agreement in the event of a dispute between the parties. 18.0 Third-Party Rights. This Agreement is not a third-party beneficiary contract and shall not in any way whatsoever create any rights on behalf of any third party. 19.0 Specific Performance. Strict compliance shall be required with each and every provision of this Agreement. The parties agree that failure to perform the obligations provided by this Agreement shall result in irreparable damage and that specific performance of these obligations may be obtained by a suit in equity. 20.0 Attorney's Fees. In connection with any arbitration or litigation arising out of this Agreement, each party shall be responsible for their own attorney’s fees and costs. 21.0 Development Permits. Nothing herein shall limit the City's authority to grant or deny any development permit applications or requests subsequent to the effective date of this Agreement in accordance with the criteria of the City Code and the requirements of this Agreement. The failure of this Agreement to address any particular City, County, State and/or Federal permit, condition, term or restriction shall not relieve Developer or the City of the necessity of complying with the law governing said permitting requirement, condition, term or restriction. Without imposing any limitation on the City’s police powers, the City reserves the right to withhold, suspend or terminate any and all certificates of occupancy for any building, trailer, structure or unit if Developer is in breach of any term and condition of this Agreement. 22.0 Default. Failure by either party to perform each and every one of its obligations hereunder shall constitute a default, entitling the non-defaulting party to pursue whatever remedies are available to it under Florida law or equity including, without limitation, termination of this Agreement, an action for specific performance, and/or injunctive relief. Prior to any party filing any action as a result of a default under this Agreement, the non-defaulting party shall first provide the defaulting party with written notice of said default. Upon receipt of said notice, the defaulting party shall be provided a thirty (30) day opportunity in which to cure the default to the reasonable satisfaction of the non-defaulting party prior to filing said action. 23.0 Termination. The City shall have the unconditional right, but not obligation, to terminate this Agreement, without notice or penalty, if Developer fails to receive building permits and substantially commence vertical construction of buildings, which shall at minimum include building foundations, for the Project within two (2) years of the Effective Date of this Agreement. The Developer may apply to the City Commission for an extension of this Agreement, which may be granted upon good cause shown. In addition, the City shall have the right, but not obligation, 191 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 11 of 34 to terminate the Agreement if Developer permanently abandons construction of the Project, provided, however, the City shall first deliver written notice and an opportunity to cure to the defaulting party as set forth in Section 22.0 above. If the City terminates this Agreement, the City shall record a notice of termination against the Property in the public records of Seminole County, Florida. 24.0 Indemnification and Hold Harmless. Developer shall be solely responsible for designing, permitting, constructing, operating and maintaining this Project. As such, Developer hereby agrees to indemnify, release, and hold harmless the City and its commissioners, employees and attorneys from and against all claims, losses, damages, personal injuries (including, but not limited to, death), or liability (including reasonable attorney’s fees and costs through all appellate proceedings), directly or indirectly arising from, out of, or caused by Developer and Developer’s contractor’s and subcontractor’s performance of design, permit and construction, and maintenance activities in furtherance of constructing the Project and maintaining the improvements of this Project. This indemnification shall survive the termination of this Agreement. 25.0 Force Majeure. The parties agree that in the event that the failure by either party to accomplish any action required hereunder within a specified time period (“Time Period”) constitutes a default under the terms of this Agreement and, if any such failure is due to any unforeseeable or unpredictable event or condition beyond the control of such party, including, but not limited to, acts of God, acts of government authority (other than, as applicable to the City, the City’s own acts), acts of public enemy or war, riots, civil disturbances, power failure, shortages of labor or materials, injunction or other court proceedings beyond the control of such party, or severe adverse weather conditions (“Uncontrollable Event”), then, notwithstanding any provision of this Agreement to the contrary, that failure shall not constitute a default under this Agreement and any Time Period proscribed hereunder shall be extended by the amount of time that such party was unable to perform solely due to the Uncontrollable Event. The extended time period shall be agreed to in writing by the parties and said agreement shall not be unreasonably withheld by either party. 26. Notice. Whenever either party desires to give notice to the other, notice shall be sent by hand delivery or certified mail, return receipt requested, and shall be sent to: For the City: Shawn Boyle, City Manager City of Winter Springs 1126 East S.R. 434 Winter Springs, Florida 32708 With additional notice to: Anthony A. Garganese, City Attorney 192 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 12 of 34 Garganese, Weiss, D’Agresta & Salzman, P.A. 111 N. Orange Avenue, Suite 2000 Orlando, FL 32802 For Developer: Ryan Stahl Tuscawilla Property Investors, LLC 630 S. Maitland Avenue, Suite 100 Maitland, FL 32751 With additional notice to: Nicole Latham Carolan, Esq. Winderweedle, Haines, Ward & Woodman, P.A. 329 Park Avenue North, Second Floor Winter Park, FL 32789 Either party may freely modify their respective contact person and address contained in this Paragraph by providing written notice of the modification to the other party. Any Notice given as provided herein shall be deemed received as follows: if delivered by personal service, on the date so delivered; and if mailed, on the third business day after mailing. 27.0 Assignment. Prior to recording this Agreement upon the Property, Developer shall not assign this Agreement without the prior written consent of the City. Such assignment shall also require the written approval of the City by amendment to this Agreement, which shall not require a public hearing and shall not be unreasonably withheld. Any assignment authorized by this subparagraph shall require the assignee to be a formal signatory to this Agreement and fully assume all of Developer’s obligations, commitments, representations, and warranties under this Agreement. In any assignment, the rights and obligations contained herein shall be binding on successors in interest to the Property, and the terms and conditions of this Agreement shall bind and inure to the benefit of the parties hereto and any respective successors and assigns. 28.0 Division of Land. Pursuant to Section 9-14 of the City Code and in order to facilitate the implementation of the Town Center master plan, the Property and Trust Property, currently consisting for four (4) platted parcels and legally described in Exhibits A and B, shall upon the Effective Date and recordation of this Agreement be reconfigured and divided into only two (2) resulting parcels (“Resulting Parcels”) in accordance with this recorded Agreement. Each parcel is consistent with the descriptions of the Property and Trust Property, respectively. A depiction and legal description of these new Resulting Parcels is provided in Exhibit D, incorporated herein by this reference. 193 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 13 of 34 Furthermore, upon the completion of the closing and Developer’s acquisition of the Trust Property, the Trust Property shall further be divided into two (2) resulting Trust Property parcels (“Resulting Trust Property Parcels”) in accordance with this recorded Agreement, for a total of three (3) parcels overall. A depiction and legal description of each Resulting Trust Property Parcel is provided in Exhibit E, incorporated herein by this reference. Hereinafter, the Resulting Parcels and, upon the closing, the Resulting Trust Property Parcels will each be recognized by the City as developable lots under this Agreement for future permitting with the City. Any future divisions or reconfigurations of the Property or Trust Property shall be completed in accordance with the procedures provided in the Winter Springs City Code. Developer acknowledges that should Developer divide or reconfigure the Resulting Parcels or the Resulting Trust Property Parcels in the future without first obtaining the City’s approval, all future permitting shall be subject to immediate suspension by the City for the affected Parcel(s). 194 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 14 of 34 IN WITNESS WHEREOF, the parties have hereunto set their hands and seal on the date first above written. CITY OF WINTER SPRINGS By: Charles Lacey, Mayor ATTEST: By: Christian Gowan, City Clerk Date: _______________________________ CITY SEAL APPROVED AS TO FORM AND LEGALITY For the use and reliance of the City of Winter Springs, Florida only. Date: By: Anthony A. Garganese, City Attorney for the City of Winter Springs, Florida STATE OF FLORIDA COUNTY OF SEMINOLE The foregoing instrument was acknowledged before me by means of (___) physical presence or (___) online notarization, this ______ day of ___________, 2021, by Charles Lacey, Mayor of the City of Winter Springs, Florida, a Florida municipal corporation, on behalf of the corporation, who is personally known to me or produced ___________________ _______________ as identification. (NOTARY SEAL) (Notary Public Signature) (Print Name) Notary Public, State of Commission No.: My Commission Expires: ________________ 195 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 15 of 34 Signed, sealed and delivered in the presence of the following witnesses: Signature of Witness Printed Name of Witness Signature of Witness Printed Name of Witness TUSCAWILLA PROPERTY INVESTORS, LLC By: Ryan Stahl Date: _______________ STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means of (___) physical presence or (___) online notarization, this ______ day of ___________, 2021, by Ryan Stahl, the Manager of Tuscawilla Property Investors, LLC, a limited liability company, on behalf of the company, who is personally known to me or produced ___________________ _______________ as identification. (NOTARY SEAL) (Notary Public Signature) (Print Name) Notary Public, State of Commission No.: My Commission Expires: DEVELOPER IS HEREBY ADVISED THAT SHOULD DEVELOPER FAIL TO FULLY EXECUTE, AND DELIVER TO THE CITY, THIS AGREEMENT WITHIN THIRTY (30) DAYS FROM THE DATE THAT THE CITY COMMISSION APPROVES THIS AGREEMENT, THIS AGREEMENT, AND THE DEVELOPMENT PERMIT APPROVALS REFERENCED HEREUNDER, SHALL AUTOMATICALLY BE DEEMED NULL AND VOID. 196 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 16 of 34 EXHIBIT A PROPERTY LEGAL DESCRIPTION 197 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 17 of 34 198 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 18 of 34 199 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 19 of 34 EXHIBIT B TRUST PROPERTY 200 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 20 of 34 201 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 21 of 34 202 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 22 of 34 EXHIBIT C OVERALL SITE PLAN 203 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 23 of 34 EXHIBIT D RESULTING PARCELS Resulting Parcel #1 204 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 24 of 34 205 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 25 of 34 206 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 26 of 34 Resulting Parcel #2 207 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 27 of 34 208 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 28 of 34 209 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 29 of 34 EXHIBIT E RESULTING TRUST PROPERTY PARCELS Resulting Trust Property Parcel #1 210 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 30 of 34 211 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 31 of 34 212 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 32 of 34 Resulting Trust Property Parcel #2 The Trust Property (described in Exhibit “B”) LESS AND EXCEPT the Resulting Trust Property Parcel #1 (described above) – and reflected as “Parcel 7” (Future Development) in the sketch above. 213 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 33 of 34 JOINDER AND CONSENT For and in consideration of the mutual covenants, terms, and conditions and restrictions contained herein, together with other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, ONE FLORIDA BANK, a Florida banking corporation, as holder of that certain Mortgage, Security Agreement, Financing Statement and Assignment of Rents (hereinafter referred to as the “Mortgage”) which is recorded in Official Records Book 9757, Page 1364 of the Public Records of Seminole County, Florida, hereby joins in and consents to the foregoing Development and Property Division Agreement by and between the City of Winter Springs, a Florida municipal corporation, and Tuscawilla Property Investors, LLC, a Florida limited liability company, and further acknowledges and agrees that its Mortgage shall be subordinated to such Development and Property Division Agreement and the obligations contained therein. Dated this _______ day of ______, 2021. Signed and sealed in the presence of: Print Name: Print Name: ONE FLORIDA BANK, a Florida banking corporation By: ___________________________________ Name: Title : STATE OF COUNTY OF The foregoing instrument was acknowledged before me by means of (___) physical presence or (___) online notarization, this ______ day of ___________, 2021, by __________, the _____________ of ONE FLORIDA BANK, a Florida corporation, on behalf of the corporation, who is personally known to me or produced ___________________ _______________ as identification. 214 DEVELOPMENT AGREEMENT City of Winter Springs and Tuscawilla Property Investors, LLC Page 34 of 34 (NOTARY SEAL) (Notary Public Signature) (Print Name) Notary Public, State of Commission No.: My Commission Expires: 215 REGULAR AGENDA ITEM 500 CITY COMMISSION AGENDA | FEBRUARY 8, 2021 REGULAR MEETING TITLE Appointment Opportunities for City Boards and Committees SUMMARY The City Clerk Department wishes to inform the City Commission of the following vacancies: Per Section 2-41(e) of the City Code, "If any commissioner fails to appoint a member within thirty (30) days after a vacancy occurs or a term expires, that seat shall be filled by a majority vote of the commission." CURRENT VACANCIES: Code Enforcement Board (Vacancy arose 11/17/2020 after resignation) Seat Two – Open to Full Commission Term Expires: July 2022 Parks and Recreation Advisory Committee (Vacancy arose 2/1/2021 after term expiration) Seat Five Term Expires February 1, 2025 Youth Council - New Board - Seven (7) seats open – four (4) applications on file forwarded to Mayor & Commissioners Mayor - Two (2) appointments remaining Seat One - One (1) appointment remaining Seat Two - One (1) appointments remaining Seat Five - Two (2) appointments remaining Veterans and Veteran Families Advisory Committee Seat Two - One (1) appointment available Seat Four - One (1) appointment available Seat Five - One (1) appointment available RECOMMENDATION Staff recommends the City Commission make any appointments they deem pertinent. 216