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07-13-2021 Agenda PacketNo •• `*a- s PLANNING AND ZONING COMMISSION (LOCAL PLANNING AGENCY) July 13, 2021 1. CALL TO ORDER A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum II. CONSENT AGENDA AGENDA Commissioners Larry Brinson Sr., District 1 Rosemary Wilsen, District 2 Richard Firstner, District 3 George Oliver III, District 4 A. Minutes of the Planning and Zoning Commission Meeting held on June 8, 2021. Ill. OLD BUSINESS IV. NEW BUSINESS 6:30 PM A. Lake Lilly Apartments Public Hearing 1. Preliminary Subdivision Plan (PSP) (LS-2020-004) B. Pruitt Health SNF Public Hearing 1. Substantial Amendment to the Fountains at Highland Park PUD & LUP (RZ-21-03-05) C. Progress Commerce Park Public Hearing 1. Annexation (AX-01-21-01) 2. Large Scale Comprehensive Plan Amendment from Low -Density Residential to Light Industrial (CPA-2021-001) 3. Rezoning to PUD (RZ-21-02-01) 4. Large Scale Preliminary Site Plan (LS-2021-002) D. 1081 N Lakewood Avenue — Potter Property Public Hearing 1. Annexation (AX-06-21-17) 2. Rezoning (RZ-21-06-21) E. 107 13th Avenue — Garcia & Arroyo Property Public Hearing 1. Annexation (AX-06-21-18) 2. Rezoning (RZ-21-06-22) F. 5024 Adair Street — Linzey Property Public Hearing 1. Annexation (AX-06-21-19) 2. Rezoning (RZ-21-06-23) G. 403 2nd Street — Amaran Property Public Hearing 1. Annexation (AX-06-21-20) 2. Rezoning (RZ-21-06-24) H. 128 1 st Street — Martinez -Perez Property Public Hearing 1. Annexation (AX-06-21-21) 2. Rezoning (RZ-21-06-25) V. ELECTIONS A. Nominate and Elect a Chair B. Nominate and Elect a Vice -Chair VI. MISCELLANEOUS A. Project Status Report B. July Calendar VII. ADJOURNMENT NOTE: Regular Planning and Zoning Commission meetings take place on the second Tuesday of every month at 6:30 pm in the Ocoee Commission Chambers in City Hall unless otherwise advertised. Any person who desires to appeal any decision at this meeting will need a record of the proceedings and for this purpose may need to ensure that a verbatim record of the proceedings is made which includes testimony and evidence upon which the appeal is based. More than one Commissioner may participate or hear discussions regarding a matter which will come before the Commission for action. Also in accordance with Florida Statue 286.26: Persons with disabilities needing assistance to participate in any of these proceedings should contact the Office of the City Clerk, 150 North Lakeshore Drive, Ocoee, FL 34761 (407) 905-3105, 48 hours in advance of the meeting. MINUTES PLANNING AND ZONING COMMISSION ACTING AS THE LOCAL PLANNING AGENCY Tuesday, June 8, 2021. I. CALL TO ORDER - 6:30 pm A. Invocation and Pledge of Allegiance B. Roll Call and Determination of Quorum Present: Vice -Chair Lomneck, Member Forges, Member Mellen Absent: Member Williams Also Present: Development Services Director Rumer, Assistant City Attorney Opsahl, Recording Clerk Heard Vice -Chair Lomneck announced the following, "City Hall is open to the public; however, attendance inside the Ocoee Commission Chambers is limited to accommodate social distancing and is subject to change based on the Governor's Executive Order. Any interested party is invited to be heard during the public comments and public hearing portion of the meeting. The public may also call or email comments and/or questions to 407-554-7118 or citizens@ocoee.org." II. CONSENT AGENDA A. Minutes of the Planning & Zoning Commission Meeting held May 11, 2021. (6:32 pm) Motion for Approval of the Consent Agenda: Moved by Member Mellen, Seconded by Member Forges; Motion passed unanimously with Member Williams absent. III. OLD BUSINESS - None TV. NEW BUSINESS — Public Hearings (6:32 pm) Planning & Zoning Commission June 8, 2021 A. Hassan Property, 613 Lyman Street — Variance Request; Project No: VR-21-02. (Advertised in the West Orange Times on .Thursday, May 27, 2021) Planner Hines presented a brief overview of this proposed variance, which is located at 613 Lyman Street and is within the R-1 Single -Family Dwelling zoning district. The applicant is proposing to construct three (3) two-story homes with approximately 2,096 SF of living area with a minimum living area of 1,000 SF. In order to do this, the applicant is requesting that the Planning & Zoning Commission (P&Z), acting as the Local Planning Agency (LPA), recommend approval of three (3) variances as follows: • Minimum lot width reduction from 70 feet to 50 feet to create three (3) 50-foot wide lots. • Minimum lot size reduction from 7,000 SF to 5,000 SF. • Minimum front (south) building setback reduction for proposed lot three (3) from 25 feet to 9.3 feet along Lee Street, which is currently unimproved right -of. -way (ROW). Planner Hines explained staff recommends the following conditions of approval, should the City Commission consider utilization of the unimproved Lee Street ROW as public open space, or a linear park in lieu of a roadway: 1. Architectural fagade of the southern elevation for the home on proposed Lot 3 be similar in treatment and material as the primary fagade elevation along Lyman Street. 2. Any fencing along the south property boundary of proposed Lot 3 shall be limited to a minimum 50 percent (50%) transparency and shall be of a decorative material. Discussion: Member Mellen inquired whether the requirement would be met if the property owner split the lot in half instead of splitting it into three lots. Planner Hines stated it would meet the requirements. Member Mellen asked if there is sewer or septic on this site, and whether there would be enough room for a drain field. Planner Hines stated it will be septic, and the permit would go through Orange County; however, there is City water with no plans of future sewer lines. Mahammad Hassan, Property Owner/Applicant, stated he shared this project with the surrounding neighbors who all approved. He stated he would meet the conditions of the City for architectural curb appeal and a decorative fence in order to get the approval. Member Mellen asked why not build two homes instead of three. Mr. Hassan explained he believes this project is the solution to the current housing shortage. (6:50 pm) Vice -Chair Lomneck opened the public hearing. Recording Clerk announced no emails or telephone calls were received. Vice -Chair Lomneck closed the public hearing. Planning & Zoning Commission June 8, 2021 (6:50 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Variance Request for the Hassan Property, 613 Lyman Street; Project No: VR-21-02; and further, subject to conditions that were specified bV city staff, based on factual interpretation of the code requirements, as presented by staff, and public testimony related; Moved by Member Forges Vice -Chair Lomneck handed the gavel over to Member Mellen. Seconded by Member Lomneck; motion passed two to one with Member Mellen opposing and Member Williams absent. B. Christian Brothers Automotive, West Colonial Drive - Variance Request; Project No: VR-21-01. (Advertised in the West Orange Times on Thursday, May 27, 2021) Development Services Director Rumer presented a brief overview of this proposed variance, which is located on the north side of State Road 50 and the east side of Maguire Road. The proposed Christian Brothers Automotive Center is proposed to be on Lot 3 of the West Colonial Ocoee Commercial Subdivision. The subdivision contains three (3) Lots and a tract for drainage. Lot 1 has a Popeyes Chicken quick -serve restaurant. Lot 2 has a strip center with a QDobe, Smoothie King, Orlando Health Urgent Care, and National Pizza delivery restaurant, and Lot 3, which is vacant. Lot 3 is south of the Fairfield Inn and Suites, and east of Old Towne Pottery. This request for variances is to provide relief to building setbacks and buffer to standards created for Lot 3. The variances being requested are: • To reduce the east 10-foot landscape buffer down to one (1) foot for the location of a Compressor Room and driveway. To reduce the building setback from the east property line adjacent to Tract A (stormwater) from 20 feet to one (1) foot for the Compressor Room and 15 feet for the main building. To reduce the northern building setback as shown on the Preliminary Final Commercial Subdivision plan from 35 feet to 20 feet. Discussion: Benjamin Ellis, P.E., Engineer/Applicant, S&ME, 1615 Edgewater Drive, Orlando, thanked staff for their time, explained the proposed site, and asked if they had any questions. Vice -Chair Lomneck recommended a stipulation be placed on this such as no tires with sleeves be placed in the parking lot. (7:01 pm) Vice -Chair Lomneck opened the public hearing. The Board waited one minute for the public to email or call in for the Public Hearing. Recording Clerk announced no emails or telephone calls were received. Planning & Zoning Commission June 8, 2021 Vice -Chair Lomneck closed the public hearing. Member Forges asked if a sidewalk will be placed on the south side. Development Services Director Rumer said a sidewalk has not been added there. Discussion ensued with regard to placing a sidewalk or a pedestrian crossing along the backside of the building. (7:05 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Variance Request for the Christian Brothers Automotive on West Colonial Drive; Project No: VR-21-01, and further, add two conditions that (1) tires and equipment remain inside and (2) pedestrian access on the south side be added, based on factual interpretation of the code requirements, as presented by staff, and public testimony related; Moved by Member Mellen, Seconded by Member Forges; motion passed unanimously with Member Williams absent. C. Cemex Concrete Batch Plant, 450 Ocoee Apopka Road — Large Scale Preliminary Site Plan (PSP) with Waivers; Project No: LS-2021-003. (Advertised in the West Orange Times on Thursday, May 27, 2021) Development Services Director Rumer presented a brief overview of this proposed Large Scale Preliminary Site Plan (PSP), which is approximately 11 acres of undeveloped land, and located on the west side of Ocoee Apopka Road, about 1,275 feet north of the intersection of Palm Drive and Ocoee Apopka Road. The subject property has a current designation of Light Industrial with a zoning of 1-1 (Restricted Manufacturing and Warehousing District), and outlined in the Future Land Use designation. He further explained this parcel is located within the Ocoee Special Economic Enhancement District (S.E.E.D.), which is intended to foster higher intensity uses and redevelopment than what is proposed with this plant, and within the Business Character Area Overlay, which also has specific zoning requirements as adopted by the ordinance and heavy industrial is not permitted. The proposed Cemex Concrete :Batch Plant Preliminary Large Scale Site Plan consists of a 1,750 SF office building, 7,320 SF shop building, 65 feet high silo mixers that are proposed to be enclosed, open storage of materials, and other associated improvements to distribute cement, ready -mix concrete, and aggregates. The site will use City sewer and City water for the 1,750 SF office. However, Cemex will attempt to use a well for the bulk of its concrete batch processing, which will create a reduction in the expected demand of water for the 11 acres to the equivalence of three (3) residential homes. Three (3) site -specific waivers are being requested: height, storage, and use. The site -specific waivers are: • Height from 35 feet to 65 feet. This waiver is requested to locate the silos needed for manufacturing. The applicant is proposing to enclose the silos in a structure that will adhere to Florida Vernacular architecture. Staff cannot provide guidance on how sound will or will not be baffled as proposed. • Outdoor storage of materials. The site plan proposes eleven (11) large three -sided material bins, which will hold the material that is then taken to the silos. 4 Planning & Zoning Commission June 8, 2021 • Manufacturing outdoors. The process to manufacture the cement will utilize a majority of the 11 acres that will have "materials" stored and moved around outdoor and then fed into a silo from the outside of the proposed enclosure. The site will run sprinklers to keep dust particles down. Development Services Director Rumer explained the City wanted to give Cemex a chance, because they are a great company; however, the outdoor storage and manufacturing of materials is an issue of concern for a Light Industrial I-1 Zoning. Therefore, staff s recommendation is to deny this project, because it is inconsistent with the S.E.E.D., the Business Character Area Overlay and incompatible with the current zoning regulations. Discussion: Member Forges asked where within the city would this be better suited. Development Services Director Rumer answered the heavy industrial park on Enterprise Street. Member Mellen asked where the closest residential area is, because he is concerned with air contaminants and environmental regulations set forth by the EPA. Development Services Director Rumer answered there is residential on the west side of the ditch in Orange County. Julie Kendig-Schrader, Applicant, GreenbergTraurig, 450 S. Orange Avenue, Suite 650, Orlando, announced who was present with her. She explained they have worked on numerous revisions to meet staffs recommendations; but unfortunately, even though they have worked well together, they were unable to come to an agreement. She explained the ready -mix plant process that is being proposed for this site, and that it will be the first in Florida. She said the environmental requirements with the EPA are very stringent, and air contaminants will not be leaving the site. Vice -Chair Lomneck inquired what the difference is between this plant and the plant in Winter Garden. Steve Blanton, Cemex Orlando/Ocala, explained this proposed project will all be enclosed. (7:38 pm) Vice -Chair Lomneck opened the public hearing. The Board waited one minute for the public to email or call in for the Public Hearing. Recording Clerk announced no emails or telephone calls were received. Vice -Chair Lomneck closed the public hearing. (7:40 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Denial of the Cemex, 450 Ocoee Apopka Road Large Scale Preliminary Site Plan (PSP); Project No: LS-2021-003, subject to resolution of the remaining staff comments before the City Commission meeting_; Moved by Member Forges, Seconded by Member Mellen; motion passed unanimously with Member Williams absent. Planning & Zoning Commission June 8, 2021 Vice -Chair Lomneck said he believes this is a great thing for the city, but it needs more work. (The following was heard out of agenda order.) K. Covington Holdings LLC, 8667 A.D. Mims Road - Annexation & Rezoning; Project No(s): AX-04-21-10 & RZ-21-04-1.3. (Advertised in the West Orange Times on Thursday, May 27, 2021) Planner Hines presented a brief overview of this proposed annexation and rezoning, which is approximately +/- 9.94 acres, and is located on the north side of A.D. Mims Road, 1,615 feet west of Apopka Vineland Road. The subject parcel has one (1) existing Single -Family Residence. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the north, east, and west. The parcel will receive an A-1 (General Agricultural) zoning classification upon annexation. The applicant is annexing into the City limits as a condition to receive City services. nivravvion The Board had no comments or questions. The applicant was present for questions. (7:46 pm) Vice -Chair Lomneck opened the public hearing. The Board waited one minute for the public to email or call in for the Public Hearing. Recording Clerk announced no emails or telephone calls were received. Vice -Chair Lomneck closed the public hearing. (7:46 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of Covington Holdings LLC, 8667 A.D. Mims Road Annexation; Project No: AX-04-21-10, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Forges; motion passed unanimously with Member Williams absent. Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of Covington Holdings LLC, 8667 A.D. Mims Road Rezoning; Protect No: RZ-21-04-13, subiect to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Forges; motion passed unanimously with Member Williams absent. Planning & Zoning Commission June 8, 2021 D. De La Torre Property, 27713' Avenue — Annexation & Rezoning; Project No(s): AX-05- 21-1.1 & RZ-21-05-1.5. (Advertised in the West Orange .Times on Thursday, May 27, 2021) Planner Hines presented a brief overview of this proposed annexation and rezoning, which is approximately 0.17 acres, and is located on the north side of 13th Street, approximately 1,127 feet east of N. Lakewood Avenue and approximately 162 feet west of Peters Avenue. The subject parcel is vacant, and the applicant is annexing into the City limits as a condition to receive City services. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the south. The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The parcel will receive an R-1 (Single -Family Dwelling) zoning classification upon annexation. Discussion: The applicant was not present for questions. The Board had no comments or questions. (7:48 pm) Vice -Chair Lomneck opened the public hearing. The Board waited one minute for the public to email or call in for the Public Hearing. Recording Clerk announced no emails or telephone calls were received. Vice -Chair Lomneck closed the public hearing. (7:49 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the De La Torre Property, 277 13t" Avenue Annexation; Project No: AX-05-21-11, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Forges, Seconded by Member Mellen; motion passed unanimously with Member Williams absent. Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the De La Torre Property, 277 13' Avenue Rezoning; Project No: RZ-21-05-15, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Forges, Seconded by Member Mellen; motion passed unanimously with Member Williams absent. Planning & Zoning Commission June 8, 2021 E. Labban Property, 501 211 Street - Annexation & Rezoning; Project No(s): AX-05-21-1.2 & RZ-21-05-16. (Advertised in the West Orange .Times on Thursday, May 27, 2021) Planner Hines presented a brief overview of this proposed annexation and rezoning, which is approximately +/- 0.25 acres and located on the east side of 2nd Street, about 577 feet south of Center Street and at the intersection of Nay Avenue and 2nd Street. The subject parcel has one (1) existing Single -Family Residence. The applicant is annexing into the City limits as a condition to receive City potable water connection. The subject property is considered contiguous to the City of Ocoee since it will be bordered by property located within the City limits on the north and west. The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The parcel will receive an R-1 (Single -Family Dwelling) zoning classification upon annexation. Discussion: Member Forges asked if there is city sewer on this parcel to which it was answered in the negative. The applicant was not present for questions. (7:51 pm) Vice -Chair Lomneck opened the public hearing. The Board waited one minute for the public to email or call in for the Public Hearing. Recording Clerk announced no emails or telephone calls were received. Vice -Chair Lomneck closed the public hearing. (7:51 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Labban Property, 501 2nd Street Annexation; Project No: AX-05-21-12, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Forges; motion passed unanimously with Member Williams absent. Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Labban Property, 501 2nd Street Rezoning; Project No: RZ-21-05-16, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Forges; motion passed unanimously with Member Williams absent. 0 Planning & Zoning Commission June 8, 2021 F. Ocoee Rentals Trust Properties, 499 211 Street - Annexation & Rezoning; Project No(s): AX-04-21-07 & RZ-21-04-10. (Advertised in the West Orange Times on Thursday, April 29, 2021 and Continued from the May 11, 2021 P&Z Meeting.) Planner Hines presented a brief overview of this proposed annexation and rezoning, which is approximately 0.26 acres, is located on the east side of 2nd Street and about 670 feet south of Center Street and southeast of the intersection of Nay Avenue and 2nd Street. The subject parcel has one (1) existing Single -Family Residence. The applicant is annexing into the City limits as a condition to receive City potable water connection. The subject property is considered contiguous to the City of Ocoee since it is bordered by property to the north that is currently being annexed. The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The parcel will receive an R-1 (Single -Family Dwelling) zoning classification upon annexation. Discussion: The Board had no comments or questions. The applicant was not present for questions. (7:53 pm) Vice -Chair Lomneck opened the public hearing. The Board waited one minute for the public to email or call in for the Public Hearing. Recording Clerk announced no emails or telephone calls were received. Vice -Chair Lomneck closed the public hearing. (7:54 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Ocoee Rentals Trust Properties, 499 2nd Street Annexation; Project No: AX-04-21-07, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Forges, Seconded by Member Mellen; motion passed unanimously with Member Williams absent. Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Ocoee Rentals Trust Properties, 499 2nd Street Rezoning; Project No: RZ-21-04-10, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Forges, Seconded by Member Mellen; motion passed unanimously Member Williams absent. 0 Planning & Zoning Commission June 8, 2021 G. Ocoee Rentals Trust Properties, 437 211 Street - Annexation & Rezoning; Project No(s): AX-04-21-08 & RZ-21-04-11. (Advertised in the West Orange Times on Thursday, April 29, 2021 and Continued from the May 11, 2021 P&Z Meeting.) Planner Hines presented a brief overview of this proposed annexation and rezoning, which is approximately +/- 0.25 acres and located on the east side of 2nd Street, approximately 745 feet south of Center Street and about 87 feet southeast of the intersection of Nay Avenue and 2nd Street. The subject parcel is vacant, and the applicant is annexing into the City limits as a condition to receive City potable water connection. The subject property is considered contiguous to the City of Ocoee since it is bordered by property to the north that is currently being annexed. The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The parcel will receive an R-1 (Single -Family Dwelling) zoning classification upon annexation. Discussion: The Board had no comments or questions. The applicant was not present for questions. (7:56 pm) Vice -Chair Lomneck opened the public hearing. The Board waited one minute for the public to email or call in for the Public Hearing. Recording Clerk announced no emails or telephone calls were received. Vice -Chair Lomneck closed the public hearing. (7:56 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Ocoee Rentals Trust Properties, 437 2nd Street Annexation; Project No: AX-04-21-08, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Forges; motion passed unanimously with Member Williams absent. Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Ocoee Rentals Trust Properties, 437 2nd Street Rezoning; Project No: RZ-21-04-11, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Forges, Seconded by Member Mellen; motion passed unanimously Member Williams absent. 10 Planning & Zoning Commission June 8, 2021 H. Ocoee Rentals Trust Properties, 504 311 Street - Annexation & Rezoning; Project No(s): AX-05-21-14 & RZ-21-05-18. (Advertised in the West Orange Times on Thursday, May 27, 2021) Planner Hines presented a brief overview of this proposed annexation and rezoning, which is approximately +/- 0.25 acres and located on the west side of 3rd Street, about 586 feet south of Center Street and approximately 654 feet north of E. Silver Star Road. The subject parcel has one (1) existing Single -Family Residence. The applicant is annexing into the City limits as a condition to receive City potable water connection. The subject property is considered contiguous to the City of Ocoee since it is bordered by property to the west that is currently being annexed. The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The parcel will receive an "R-l" (Single -Family Dwelling) zoning upon annexation. Discussion: The Board had no comments or questions. The applicant was not present for questions. (7:57 pm) Vice -Chair Lomneck opened the public hearing. The Board waited one minute for the public to email or call in for the Public Hearing. Recording Clerk announced no emails or telephone calls were received. Vice -Chair Lomneck closed the public hearing. (7:58 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of Ocoee Rentals Trust Properties, 504 31d Street Annexation; Project No: AX-05-21-14, subiect to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Forges; motion passed unanimously with Member Williams absent. Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of Ocoee Rentals Trust Properties, 504 3rd Street Rezoning; Project No: RZ-21-05-18, subiect to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Forges, Seconded by Member Mellen; motion passed unanimously with Member Williams absent. 11 Planning & Zoning Commission June 8, 2021 I. Ocoee Rentals Trust Properties, 502 311 Street - Annexation & Rezoning; Project No(s): AX-05-21-15 & RZ-21-05-19. (Advertised in the West Orange Times on Thursday, May 27, 2021) Planner Hines presented a brief overview of this proposed annexation and rezoning, which is approximately +/- 0.24 acre is located on the west side of 3rd Street, about 664 feet south of Center Street and approximately 579 feet north of E. Silver Star Road. The subject parcel has one (1) existing Single -Family Residence. The applicant is annexing into the City limits as a condition to receive City potable water connection. The subject property is considered contiguous to the City of Ocoee since it is bordered by property to the west that is currently being annexed. The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The parcel will receive an R-1 (Single -Family Dwelling) zoning classification upon annexation. Discussion: The Board had no comments or questions. The applicant was not present for questions. (8:00 pm) Vice -Chair Lomneck opened the public hearing. The Board waited one minute for the public to email or call in for the Public Hearing. Recording Clerk announced no emails or telephone calls were received. Vice -Chair Lomneck closed the public hearing. (8:00 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Ocoee Rentals Trust Properties, 502 3rd Street Annexation; Project No: AX-05-21-15, subiect to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Forges; motion passed unanimously with Member Williams absent. Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of the Ocoee Rentals Trust Properties, 502 3rd Street Rezoning; Project No: RZ-21-05-19, subiect to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Forges, Seconded by Member Forges; motion passed unanimously with Member Williams absent. 12 Planning & Zoning Commission June 8, 2021 I Ocoee Rentals Trust Properties, 436 3rd Street- Annexation & Rezoning; Project No(s): AX-05-21-16 & RZ-21-05-20. (Advertised in the West Orange Times on Thursday, May 27, 2021) Planner Hines presented a brief overview of this proposed annexation and rezoning, which is approximately +/- 0.25 acre, and is located on the west side of 3rd Street, approximately 744 feet south of Center Street and approximately 501 feet north of E. Silver Star :Road. The subject parcel has one (1) existing Single -Family Residence. The applicant is annexing into the City limits as a condition to receive City potable water connection. The subject property is considered contiguous to the City of Ocoee since it will be bordered by properties that will be annexed concurrently on the north and west. The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. The parcel will receive an R-1 (Single -Family Dwelling) zoning classification upon annexation. Discussion: The Board had no comments or questions. The applicant was not present for questions. (8:01 pm) Vice -Chair Lomneck opened the public hearing. The Board waited one minute for the public to email or call in for the Public Hearing. Recording Clerk announced no emails or telephone calls were received. Vice -Chair Lomneck closed the public hearing. (8:02 pm) Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of Ocoee Rentals Trust Properties, 436 3rd Street Annexation; Project No: AX-05-21-16, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Mellen, Seconded by Member Forges; motion carried unanimously with Member Williams absent. Motion: Move that the Planning and Zoning Commission, acting as the Local Planning Agency, recommend to the Ocoee City Commission Approval of Ocoee Rentals Trust Properties, 436 3rd Street Rezoning; Project No: RZ-21-05-20, subject to resolution of the remaining staff comments before the City Commission meeting; Moved by Member Forges, Seconded by Member Mellen; motion carried unanimously with Member Williams absent. 13 Planning & Zoning Commission June 8, 2021 V. MISCELLANEOUS - (8:03 pm) A. Project Status Report Development Services Director Rumer updated the Board with the following: • Ocoee Rentals Trust Properties is a company that believes in the same vision that the City has for the downtown. This company is buying up a lot of property and annexing them into the city. • At the upcoming June 15th meeting, the City Commission will elect who will fill the vacant seats on this board. • The July P&Z meeting will be with the new members, and Assistant Attorney Opsahl will provide a presentation on the Sunshine Law rules starting at 6:00 pm. • New shirts will be ordered soon. • Southern Steel Butcher is coming soon next to Eye Glass World. B. June Calendar - No updates Motion: Move to adjourn the Planning and Zoning Commission meeting; Moved by Member Mellen, Seconded by Member Forges; motion passed unanimouslV with Member Williams absent. VI. ADJOURNMENT - 8:09 pm /:II01101M r_1»zSITA91 � Kathy Heard, Recording Clerk Brad Lomneck, Vice -Chair 14 _< vor Rusty Johnson Q1 ua_nr a car Robert Frank DATE: July 13, 2021 TO FROM: Commissioners issioItE'rs 1,ar:ry Brinson T.., Distric°t, 1 Rosemary Wilsen, District 2 is h ar°J. li°irstner, District; a txeorge Oliver l l , District 4 fIorida STAFF REPORT Planning & Zoning Commission (Local Planning Agency) Michael Rumer, Development Services Director SUBJECT: Lake Lilly Apartments Preliminary Site Plan Project No(s): LS-2020-004 ISSUE: Should the Planning & Zoning Commission recommend approval for the Preliminary Site Plan for the Lake Lilly Apartments? BACKGROUND: Heller Brothers Groves currently owns several parcels within the City and has entitlements on these properties based on past purchase agreements for right-of-way in lieu of eminent domain, vesting certificates, and an approved PSP/FSP for West End Professional Park. More specifically, the West End Professional Park is located on the south side of Old Winter Garden Road (FKA Professional Parkway) and is entitled to a Light Industrial subdivision development with a zoning and land use of Light Industrial (1-1). Due to the proximity of the property to Target Areas within the Community Redevelopment Agency (CRA), the City desires to foster a better - built environment that will be beneficial to the City, CRA, and adjacent properties. In lieu of building out to its potential as a light industrial development, the City has been negotiating on the future development program with Heller Brothers Groves. The City of Ocoee and Heller Brothers Groves executed a Development Agreement on October 6, 2020, which permitted multi -family residential as a permitted use in a mixed -use development. The surrounding Future Land Use Designation and Zoning are as follows: DIRECTION: FUTURE LAND USE / JURISDICTION EXISTING LAND USE / ZONING North Commercial / Industrial / City of Ocoee Retail / Office East Light Industrial / City of Ocoee Vacant Industrial Lots South Turnpike Florida Turnpike West Commercial / Light Industrial Urgent Care / City Pond P Z Meeting Pate. yaaty 13, 2021 Project: Lake LiH Apaartrnents Project Nuimber(s); LS-202 D-004 DISCUSSION: The Lake Lilly Apartments development is proposing 410 luxury multi -family residential dwellings units on approximately 16.56 acres. The development will consist of six (6) phases as reflected in sheet C010 as follows: • Phase 1: 30 units (Townhome Buildings 1 and 2) • Phase 2: 45 units (43 units in Building 1 and 2 units in Carriage 1) as well as clubhouse and other amenities • Phases 3, 4 & 5: 192 units (Buildings 2, 3 and 4) • Phase 6: 143 units (139 units in Building 5 and 4 units in Carriages 2 and 3) Buildings 1 through 5 will be four (4) stories, and the townhome-style buildings and carriage buildings will be three (3) stories. The proposed development will provide a total 721 parking spaces, of which 12 spaces are proposed to be provided beneath the carriage units and 20 spaces are proposed to be provided underneath the townhome units. Furthermore, the development consists of a mixture of bedroom counts as follows: 82% one (1) and two (2) bedroom units, 10% three (3) bedroom units, and the remaining will be studio units. The project will have two (2) access points. The main access/entrance will be off of Old Winter Garden Road, and the second access point will be off of Professional Center Blvd. Utilities will be extended to the site from the north. Stormwater will be held in an existing permitted Master Stormwater pond. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On June 21, 2021, the DRC met to determine if the proposed Preliminary Site Plan for the Lake Lilly Apartments was consistent with the City's regulations and intent for the character area. The Development Review Committee voted unanimously to support the project subject to the following conditions: Conditioned upon Final Subdivision review, approval of outstanding comments, and the Applicant working with Utilities Department for the Civil Process. STAFF RECOMMENDATION: Staff respectfully recommends that the Planning & Zoning Commission recommend approval of the Preliminary Site Plan for the Lake Lilly Apartments Multi -family Development. Attachments: Location Map Zoning Map Aerial Preliminary Site Plan for Lake Lilly Apartments Renderings Aerial i Map �r F 0 0 z Y az ww (ncr a-r�' iLLJ �- w w =N iD o� M Q 0 N o °j o� CN � N jo 1lwkl, .4 0 mom - ( r ii;/vW5A '�it A �� loll D�VL PIL.VCEL: 29-22-28-0000-00-04 k)CA t IERCE WEST PALM BEACH [AID 11:11:46m l SECTION: 29 TOWNSHIP: 22S RANGE: 28E MIAMI AERIAL MAP LEGAL DESCRIPTION: HELLER GROVES REMAINDER PARCEL: A PARCEL OF LAND LYING IN SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF SAID SECTION 29; THENCE ALONG THE NORTH BOUNDARY OF SAID SOUTH 1/2, SOUTH 89'42'11" WEST, 1538.30 FEET; THENCE DEPARTING SAID NORTH BOUNDARY, SOUTH 00'17'49" EAST, 70.00 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF OLD WINTER GARDEN ROAD, SAID POINT BEING THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE DEPARTING SAID SOUTHERLY RIGHT OF WAY LINE, SOUTH 00-21'25" EAST, 194.99 FEET TO A POINT ON THE NORTH BOUNDARY OF TRACT "A", WEST END PROFESSIONAL PARK UNIT ONE, AS PER PLAT THEREOF, AS RECORDED IN PLAT BOOK 34, PAGES 139 THROUGH 141, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE ALONG THE NORTH, WEST AND SOUTH BOUNDARIES OF SAID TRACT "A" THE FOLLOWING FIVE (5) COURSES: (1) NORTH 88'27'48" WEST, 329.06 FEET; (2) SOUTH 00'26'37" EAST, 425.40 FEET; (3) SOUTH 50'49'49" EAST, 170.00 FEET, (4) SOUTH 81'38'10" EAST, 642.39 FEET; (5) SOUTH 81'20'27" EAST, 200.17 FEET TO A POINT ON THE WEST BOUNDARY OF TRACT "B", WEST END PROFESSIONAL PARK UNIT ONE, AS PER PLAT THEREOF, AS RECORDED IN PLAT BOOK 34, PAGES 139 THROUGH 141, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE DEPARTING SAID SOUTH BOUNDARY, AND ALONG SAID WEST BOUNDARY, SOUTH 00'44'33" WEST, 85.00 FEET; THENCE DEPARTING SAID WEST BOUNDARY, SOUTH 39'54'05" WEST, 420.10 FEET TO A POINT ON A NON -TANGENT CIRCULAR CURVE, CONCAVE WESTERLY; THENCE 144.55 FEET ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, A CENTRAL ANGLE OF 118-18'59", A CHORD WHICH BEARS SOUTH 17-09'31" WEST, A CHORD DISTANCE OF 120.20 FEET TO A POINT; THENCE SOUTH 76'57'29" WEST, 35.00 FEET TO A POINT ON THE NORTHERLY RIGHT OF WAY LINE OF FLORIDA TURNPIKE, SAID POINT LYING ON A NON -TANGENT CIRCULAR CURVE, CONCAVE SOUTHERLY; THENCE ALONG SAID NORTHERLY RIGHT OF WAY LINE, AND 1133.09 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 4795.60 FEET, A CENTRAL ANGLE OF 13'32'16", A CHORD WHICH BEARS NORTH 56-36'51" WEST, A CHORD DISTANCE OF 1130.46 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT OF WAY LINE, NORTH 00'34'18" WEST, 503.22 FEET; THENCE SOUTH 89'37'26" WEST, 155.87 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF PROFESSIONAL CENTER BOULEVARD; THENCE ALONG SAID EASTERLY RIGHT OF WAY LINE, NORTH 00'22'34" WEST, 194.00 FEET; THENCE NORTH 44'36'29" EAST, 70.77 FEET TO A POINT ON THE AFORESAID SOUTHERLY RIGHT OF WAY LINE OF OLD WINTER GARDEN ROAD; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE THE FOLLOWING FIVE (5) COURSES: (1) NORTH 89'42'11" EAST, 289.34 FEET; (2) SOUTH 45'18'32" EAST, 70.65 FEET; (3) NORTH 89'40'56" EAST, 60.23 FEET; (4) NORTH 44-44'33" EAST, 70.65 FEET; (5) NORTH 89'42'11" EAST, 306.20 FEET TO THE POINT OF BEGINNING. TOGETHER WITH THE RIGHT TO CONNECT THE LAND TO THE STORMWATER MANAGEMENT SYSTEM FOR THE LAKE LILLY PROFESSIONAL CENTER SUBJECT TO AND IN ACCORDANCE WITH THE TERMS OF THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF WEST END PROFESSIONAL PARK RECORDED JULY 20, 1995 IN OFFICIAL RECORDS BOOK 4918, PAGE 4879; FIRST AMENDMENT DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF WEST END PROFESSIONAL PARK RECORDED JULY 6, 2006 IN OFFICIAL RECORDS BOOK 8737 PAGE 488; AND SECOND AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF LAKE LILLY PROFESSIONAL CENTER (F/K/A WEST END PROFESSIONAL PARK) RECORDED OCTOBER 27, 2020 IN INSTRUMENT NO. 20200561556, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. CIVIL SHEET INDEX NO DESCRIPTION J �N m N in 0 J mN N N w � 0 C001 COVER SHEET • • C002 GENERAL NOTES • C006 FIRE ACCESS PLAN • C010 PHASING PLAN • C100 SITE PLAN • • C101 NORTH GEOMETRY PLAN • C102 SOUTH GEOMETRY PLAN • • C201 NORTH DRAINAGE PLAN • • C202 SOUTH DRAINAGE PLAN • C301 NORTH UTILITY PLAN • C302 SOUTH UTILITY PLAN • V101 SURVEY COVER SHEET • • V102 BOUNDARY SURVEY • • V201 TOPOGRAPHIC SURVEY • • V202 TOPOGRAPHIC SURVEY • • V203 TOPOGRAPHIC SURVEY • • LANDSCAPE PLANS NO DESCRIPTION �N D o cn 0 cn O J � j w N M cn co LA-100 OVERALL SITE PLAN • • LA-101 LANDSCAPE NOTES AND SPECIFICATIONS • LA-102 LANDSCAPE NOTES AND SPECIFICATIONS • LA-201 LANDSCAPE PLAN • • LA-202 LANDSCAPE PLAN • • LA-203 LANDSCAPE PLAN • • LA-204 LANDSCAPE PLAN • • LA-205 LANDSCAPE PLAN • • LA-206 LANDSCAPE PLAN • • LA-207 LANDSCAPE PLAN • • LA-208 LANDSCAPE PLAN • LA-209 LANDSCAPE PLAN • LA-401 LANDSCAPE SCHEDULE • • LA-501 LANDSCAPE DETAILS • LA-502 LANDSCAPE DETAILS • • ARCHITECTURAL PLANS NO DESCRIPTION �N m N V) p v- LO 0 J ¢ j N N � � 0 A2.00 BUILDING TYPE ONE CONCEPTUAL RENDERING • • A2.11 BUILDING TYPE ONE EXTERIOR ELEVATIONS • A2.12 BUILDING TYPE ONE EXTERIOR ELEVATIONS • A2.13 BUILDING TYPE ONE EXTERIOR ELEVATIONS • A2.14 BUILDING TYPE ONE EXTERIOR ELEVATIONS • A2.21 TOWNHOME BUILDING EXTERIOR ELEVATIONS • A2.31 BUILDING TYPE THREE EXTERIOR ELEVATIONS • A2.32 BUILDING TYPE THREE EXTERIOR ELEVATIONS • A2.41 BUILDING TYPE FOUR EXTERIOR ELEVATIONS • A2.42 BUILDING TYPE FOUR EXTERIOR ELEVATIONS • A2.43 BUILDING TYPE FOUR EXTERIOR ELEVATIONS • A2.51 BUILDING TYPE FIVE EXTERIOR ELEVA1IONS • A2.52 BUILDING TYPE FIVE EXTERIOR ELEVA1IONS • A2.61 BUILDING TYPE SIX EXTERIOR ELEVATIONS • A2.62 BUILDING TYPE SIX EXTERIOR ELEVATIONS • A2.71 CARRIAGE BUIDLING EXTERIOR ELEVA1IONS • A2.81 CLUBHOUSE EXTERIOR ELEVATIONS • A2.91 ANNEX BUILDING EXTERIOR ELEVATIONS • A2.92 ANCILLARY BUILDING EXTERIOR ELEVATIONS • l Q[ o'& YA JIM I OWNER/CONSULTANTS : OWNER HELLER BROS GROVES 288 NINTH STREET WINTER GARDEN, FL 34787 PHONE: 407-656-2124 CONTACT: HARRY FALK DEVELOPER FORE PROPERTY COMPANY 2940 MAGUIRE ROAD, SUITE 500 OCOEE, FLORIDA 34761 PHONE: 407-845-9896 CONTACT: BEN SMITH EMAIL: BSMITH@FOREPROPERTY.COM ENGINEER OF RECORD ABDUL ALKADRY, P.E. #66693. PROJECT MANAGER HARRIS CIVIL ENGINEERS, LLC. 1200 HILLCREST ST. SUITE 200 ORLANDO, FL 32803 PHONE:407-629-4777 EMAIL: ABDULA@HARRISCIVILENGINEERS.COM LANDSCAPE ARCHITECT PERRY BECKER DESIGN 3657 MAGUIRE BLVD., SUITE 150 ORLANDO, FL 32803 PHONE: 407-960-4850 CONTACT: DUSTIN SERNA EMAIL: DSERNA@PERRY-BECKER.COM t113Mi:111501: FLORIDA• ' •407-681-3836 CONTACT: BRAD EMAIL:...Dk.1 • 'Gl •' • ARCHITECT CBA ARCHITECTS 1770 FENNELL ST. MAITLAND, FLORIDA 32751 PHONE: 407-660-8900 CONTACT: DOUG ANDERSON EMAIL: DOUG®CBAARCHITECTS.COM Aej:9 z 1:9 zfl�l WON z k I zf�110111 to) .. Z Ili In" � 4 191 Z UTILITY AGENCIES : • IN LAKESHORED' • • • • • •• • • IN LAKESHORED' • • • • • •• • ST JOHNS RIVER WATER MANAGEMENT IST: :W„ 601 S. LAKE DESTINY 'D•• FLORIDA -.• 00 CENTURYLINK 1101 E. DONEGAN AVE. KISSIMMEE, FL 34744 PHONE: 407-390-6323 CONTACT: MICHAEL Y. HAN DUKE ENERGY 452 E. CROWN POINT RD. WINTER GARDEN, FLORIDA 34787 PHONE: 407-905-3303 CONTACT: JEFF ZAHARIAS Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscMIengineers.com EB 9814 Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 www.harriscivilengineers.com EB 9814 V, F- z SI..I.J L F- c Q nQ (L O Q U_ w J 0 J_ Ill LL 0 Q J U I N O N r-> 0 w 0 0 z w 0 U U w a CfC�1�tCW4c" C4 U �- a U � C U .0 Z 10 1 U W) 04 F N V z O Q � Z U Qj O cd Release: �iZ�L z° ENGINEER OF RECORD ABDUL ALKADRY, P.E. #66693 NOT FOR CONSTRUCTION QOYERUING AGENCY PERMITPRQVIDED c S.J.R.W.M.D. STORM WATER PERMIT OWNER CITY OF OCOEE CONSTRUCTIONOWNER CITY OF r # OWNER F.D.EOWNER CITY OF OCOEE DRIVEWAY CONNECTION PERMIT CONTRACTOR I�[i�1�1����:IFI�7�I.7t1•���1�/=1I�ii�:�rl �_111<I�1�1'LrT•i�i1�1�'[+iLa'!� y r r+ -r- # • r N ` r r # r w '• r w r i w r-r a -_ • r r - -N` r • r • r •- r • r r- • a- e r N r i r w- ! - !-� • r, ! • � w` r / N iNil a•-r ° w - � • _ • _ • • / - -w r -- a- • r • r- w a- • r r -a w r r •- r r r-. r r r r r a r. * r r- -• r w #- -w r; -r r r • r: - r- r r w r w w• w- - r N r` r-= • r w / w w a- e- r • r N• r `• r` r r - N # r r r: # i ♦- - r w -. •- w ra-r - w w •- - • a = r •r r - -w r 'r r •w r GEOMEMY NOTES 1. ALL SURVEY DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION OF PROVIDED BY L & S DIVERSIFIED --ENGINEERS,r• r RESPONSIBILITY r. THE ACCURACY OR COMPLETENESS OF DATA. 2. THE CONTRACTOR • LOCATE ALL VERTICAL AND HORIZONTAL CONTROL POINTS PRIOR TO CONSTRUCTION.DISCREPANCIES SHr r BE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SURVEYOR OF THE CONDITION IN WRITING PRIOR r COMMENCING HIS CONSTRUCTION 3. ALL PAVEMENT OFFSETS, RADII r DIMENSIONS • TO PROPOSED EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. 4THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA PROVIDED IT IS THE CONTRACTORSi ''r O COMPLETELY STAKE AND PRIORCHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL AND TO THE INSTALLATIONOF '• 5. TRAFFIC SIGHTED MARKINGS A. ALL DRIVEWAYS EXISTING ONTO ANY PUBLIC OR PRIVATE STREET MUST HAVE A TRAFFIC CONTROL DEVICE (30- STOP SIGN- MOUNTED 7' ABOVE THE PEDESTRIAN VEHICLE TRAVEL WAY (MEASURED FROM BOTTOM OF SIGN) AND THROUGHOUT THE SITE AS NECESSARY FOR SAFETY. B. ALL SIGN INSTALLATIONS SHALL COMPLY WITH SIZE, LOCATION AND HEIGHT (7') AS OUTLINED IN THE "MUTCD." C. PAVEMENT MARKINGS - GENERAL PRINCIPLES (SECTION 3A-5). 1. PARKING LOT PAVEMENT MARKINGS SHALL BE WHITE (DIRECTIONAL ARROWS, 'STOP BARS, LINES DESIGNATING PARKING SPACES AND HANDICAPPED PARKING SYMBOLS), 2. PAVEMENT MARKINGS ON TRAFFIC AISLES, PRIVATE STREETS OR PUBLIC STREETS SHALL CONFORM TO THE FOLLOWING: A. WHITE LINES DELINEATE THE 'SEPARATION OF TRAFFIC FLOWS IN THE SAME DIRECTION (AT DRIVEWAYS, WITHIN DRIVING AISLES AND ON STREETS). B. YELLOW LINES DELINEATE THE SEPARATION OF TRAFFIC IN THE OPPOSING DIRECTIONS (AT DRIVEWAYS, WITHIN DRIVING AISLES AND ON STREETS). D. !- BAR SHALL BE PROVIDED AT ALL POINTS OF CONFORMANCE WITH CITY OF OCOEE STANDARDS. ARROWSE. r DIVIDING r r F.D.O.T. rr F. ALL DESIGN AND CONSTRUCTION SHALL MEET THE CODES,r;-r REGULATIONS. REQUIREMENTS OF OF OCOEE. LAKE COUNTY, FLORIDADEPARTMENT OF -•- i AND ALL OTHER PRESIDING TRAFFICG. ALL . -r DEVICES,• AND INSTALLATION REQUIREMENTS.LAKE COUNTY- TRANSPORTATION ENGINEERING BUREAU AND FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, REGULATIONS 6. ALL CONSTRUC11ON SHALL COMPLYOF OCOEE AND F.D.O.T. i :e 1 - -• •- '-a -. r •` r • • • r r • r r #` •- a •-r= • • rr • r - • r • • • • •- • •� w a r • r r •- r, • •` -• • • • 1 r • r- 7. ALL DRAINAGE PIPING SHALL HAVE A MINIMUM OF OF eSHOWN OTHERWISE ON OR AS DIRECTED BY THE ENGINEER. 8. ALL DRAINAGE PIPES . REINFORCED CONCRETEPIPE,Ill,OTHERWISEUNLESS NOTED. ALL CONCRETE PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC WRAP PER FD.OI INDEXi r r 9. DRAINAGE STRUCTURE TOPr r TOP OF r - •• r • • • /` • ► r : al: Ie : r �� r � -.� ` �� r :.1r w� 1. r► 11, THE CONTRACTOR SHALL ENSURE THAT PERMITS FOR CONSTRUCTION ARE OBTAINED PRIOR TO STARTING 'WORK. 12. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY FOR DIG PERMITS ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. , CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. THE FOLLOWING COMPANIES INFORMATION IS LOCATED ON THE COVER SHT. C001. 13. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THE PLANS, 14. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTED UNLESS SPECIFICALLYEXEMPTED BY THE PLANS.r rR SUCH RESTORATIONr TO OTHER i r AND EXTRANO COMPENSATION WILL BE ALLOWED. R i■ 1. ALL EROSION A1 SEDIMENT CONTROLr- • e- TO CITY OF OCOEE STANDARDS 1 THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO, ANY CONSTRUCTION. Sr r -i r AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATIONOF OFF THE SITE. 3. SUCH MATERIALS FROM •' ON PROJECT SHALL BE CONTAINED, AND NOT ALLOWED r COLLECT ON O OR IN WATERWAYS. THESE INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES 1 PONDS. 4. DAILY INSPECTIONS1 r OTO DETERMINE EFFECTIVENESS OF O-TS. ANY NECESSARY REMEDIES BE PERFORMED q071.1OUT r 5. ALL N DIRT OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING COUNTY,OR PRIVATE ROADSAND FACILITIES FROMDUE TO CONSTRUCTION, # r r BY THE CONTRACTOR. S. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES DAYS AFTER FINAL GRADING.NOT POSSIBLE TO PERMANENTLY PROTECT MAINTAINEDDISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE iNSTALLED. ALL TEMPORARY PROTECTION SHALL BE UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. CERTIFICATE OF r NOT 1' UNTIL THE ABOVEREQUIREMENTS HAVE 13EEN MET. UTILITY NOTES PRIOR TO COMMENCING ANY CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES INCLUDING WITHOUT LIMITATION POTABLE 'WATER RECLAIMED WATER SANITARY SEWER AND SERVICE UTILITIES AT POINTS OF CONNECTION POINTS . . OF CROSSING, ,AND/OR POTENTIAL CONFLICT, NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. A. GENERAL 1. THE LOCATIONS OF EXISTING UTILITIES SUCH AS WATER MAINS SEWERS, GAS LINES ETC., SHOWN ON THE PLANS ARE BASED ON THE BEST AVAILABLE INFORMATION AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR.. THE ENGINEER AND OWNER ASSUME NO LIABILITY FOR ACCURACY AND COMPLETENESS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION AND TO HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK. 2. DUE TO GRAPHIC LIMITATIONS OF THE DRAWING SCALE, ALL STORM SEWER, DRAINAGE, WATER AND SANITARY SEWER MAINS, SERVICES LATERALS, CONNECTIONS AND APPURTENANCES DEPICTED HEREIN UNLESS OTHERWISE LOCATED BY DIMENSIONS. REFLECT SCHEMATIC LOCATIONS ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL LOCATIONS IN ACTUAL CONSTRUCTION AND INSTALLATION OF THE PROPOSED IMPROVEMENTS INCLUDING ANY REQUISITE COORDINATION WITH THE RESPECTIVE GOVERNING AGENCY/UTILITY PROVIDER. 3. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF OCOEE ENGINEERING STANDARDS MANUAL, AND WILL BE SUBJECT TO THEIR INSPECTION AND ACCEPTANCE. 4. CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFORE INSTALLATION TO DETECT APPARENT DEFECTS. MARK DEFECTIVE MATERIALS WITH WHITE PAINT AND PROMPTLY REMOVE FROM SITE. 5. LAY SEWER PIPING BEGINNING AT LOW POINT OF SYSTEM (CONNECTION TO OFF SITE SYSTEM OR PUMP STATION), TRUE TO GRADES AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERTS; PLACE BELL ENDS OR GROOVE ENDS OF PIPING FACING UPSTREAM. 6. CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULL PAST EACH JOINT AS IT IS COMPLETED. PLACE PLUGS IN ENDS OF UNCOMPLETED CONDUIT WHENEVER WORK STOPS. 7. MAINTAIN 35" COVER OVER MAINS, AND 36" OVER SERVICESAATERALS. 8. WHEN PROPOSED CONSTRUCTION OCCURS AT EXISTING MANHOLES, INLETS, VAULTS AND OTHER STRUCTURES. THE CONTRACTOR SHALL MODIFY THE STRUCTURES, FRAMES,T. AND GRATES O MEET THE PROPOSED GRADES UNLESS LESS OTHERWISE DIRECTED. 9. SEE CITY STANDARDS FOR PIPELINE LOCATION DETAILS. 10. WHERE APPLICABLE. UTILITY TRENCHES CROSSING PAVEMENT AREAS SHALL BE RACK FILLED WITH COMPACTED GRANULAR MATERIAL IN ACCORDANCE WITH A.A, S. H, T.O.-T•-99. 11. CONTRACTOR SHALL PROVIDE SLEEVES FOR IRRIGATION LINES UNDER PAVEMENT. COORDINATE WITH GENERAL CONTRACTOR. 12. ALL TRENCHES EXCAVATED FOR THE PURPOSES OF UTILITY/STORM INSTALLATION SHALL BE KEPT DRY FOR THE DURATION OF UTILITY/STORM CONSTRUCTION, DEWATERING OF UTILITY/ STORM TRENCHES MAY BE REQUIRED TO PREVENT FLOTATION OF UTILITY/STORM PIPES DURING INSTALLATION. 13. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION IS COMPLETE FOR WATER, WASTEWATER AND STORMWATER SYSTEMS SO TIMELY CERTIFICATIONS MAY BE INITIATED, SATISFACTORY BACTERIOLOGICAL TEST RESULTS, PRESSURE TEST RESULTS, AND AN AS BUILT SURVEY SHALL BE SUBMITTED TO ENGINEER PRIOR TO FINAL CERTIFICATION. 14. SUITABLE COUPLINGS COMPLYING WITH ASTM SPECIFICATIONS ARE REQUIRED FOR JOINING DISSIMILAR MATERIALS. 15. ALL BACFLOW PREVENTERS SHALL BE PAINTED RED. BLUE OR PURPLE ACCORDING TO UTILITY. • N • • r°-r r e- r11.1112119:011 Lei I, W.11` :10141 r 1200 E. Hillaest Street Suite 200 ! ar i r. *« ■ r .1 w ' # ... 1:41-NI-11L Z W H cr0 o Q J J J w O Jchi i Y 0 c 0 NONNI - t3 aG Iti 4 r3 cr) W {. tU r z cc LI-I �0 C*4 w W z Q U cri 0 .0 .ri a IL r OLD WINTER GARDEN ROAD LO 0 0 Z < U') ry Li U) Li bi U) aR < LD 0 a- �-,N 0 CD Z < Z LJ F L- F— *—W ts GRAPHIC SCALE 80 0 40 80 IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions ELEV. DATUM: NGVD29 NGVD29 = N4V088+0.926' AOTES.- FIRE DEPARTMENT ACCESS ROADS ARE DESIGNED W7HSTAND A LOAD OF 41 TONS PER NFPA, 1 2012 ED/77ON AND SHALL BE CLEARLY MARKED WTH SIGNAGE AND DELINEATORS LEGEND-- VEHICLE ENVELOPE PA TH CEN TERLINE FRONT TIRE TRACKS 0.10 10.Z1 4.373 Orange County Platform Fire Truck Overall Length Overall Width Overall Body Height Min Body Ground Clearance Track Width Lock —to —lock time Min Centerline Radius TIAM:1921 1200 E. HilicTest Street Suite 200 QL-,Iul-ak . 8 201 .- jj� I �0 � &14 . - ::: Cj) Z w Cr 0 Jw 0 .j .j w O Jchi 0 LAJ t � V) Z LJ Q 0) C-) C Of LIJ • > CAD [i Rr< l4d I Id -1 4 (d 1,44 1 44 IN I • n,* jr-!� I V) C UAO�h6 0 p s A, ZE I -*-W GRAPHIC SCAIE 80 0 40 80 IN FEET) This plan may have been reduced in size. Verify before scaling dimensions ELEV. DATUM: NAVD88 NAV188 NGVD29-0.91' 0 C) Z < h, 1 CL (Y Li Ln Lj Li U) CJ LO < LO 0 of 0 0- �-, N 1200 E. HilicTest Street Suite 200 QL-aul-ak i a — a Cj) Z w Cr 0 Jw 0 .j .j w O Jchi 0) C 0— • > 0 jr M Z 0 04 Cj) 0 Z Z 0 (L cri 0- EL we -No] CD Z < Z Lj LJ L- F- 0 / Z Y Q W 0 n Lil M CL' a-0-' /W �F- F- W W W J U / o� 000 N 0 co O� � N 0-0 /N �N /w-'` E—► �S� GRAPHIC SCALE 80 0 40 80 ( IN FEET ) This plan may have been reduced in size. Verify before scaling dimensions ELEV. DATUM: fiuD:: NAVD88 = NGVD29-0.91' ZONING1. LAND USE LIGHT INDUSTRIAL (U) • DEVELOPMENT(R-3 PERMITTED UNDER LAKE LILLY CENTER •'D DOCUMENT 20200053277) 3. LOT DEVELOPMENTDEVELOPMENT RECORDED DOCUMENT 20200053277) REQUIRED OLD WINTER GARDENROAD = 15 FEET FLORIDA'STURNPIKE SIDE = 25 FEET (15 FEET FROM • FROM •' OF MAXIMUM DENSITY = • OF •' POND AND CONSERVA11ON EASEMENT AROUND UNIT SIZE/LIVING AREA OVERALL WEIGHTED AVERAGE = GREATER THAN 650 SQFT WITH NO MORE THAN 15% OF THE UNITS HAVING LESS THAN 650 FEET OF LIVING AREA XITA . kr, I1. RT1 4. SITE DEVELOPMENT STANDARDS: PARCEL AREA = 16.60 ACRES UNIT TOTAL ��� �yy,I�W •M BUILDING TYPE Q D 1--1 CO W In W In 1 N W M 1 M J 0 1-- BUILDING 1 - 4 STORY TYPE THREE 8 11 1 241 0 43 BUILDING 2 - 4 STORY TYPE FOUR 12 17 35 16 80 BUILDING 3 - 4 STORY TYPE SIX 4 28 24 4 60 BUILDING 4 - 4 STORY TYPE FIVE 4 20 24 4 52 BUILDING 5 - 4 STORY TYPE ONE 0 69 55 15 139 CARRIAGE C1 - 3 STORY TYPE SEVEN 0 0 1 2 1 0 2 CARRIAGE C2 - 3 STORY TYPE SEVEN 0 0 2 0 2 CARRIAGE C3 - 3 STORY TYPE SEVEN 0 0 2 0 2 TOWNHOME 1- 3 STORY TYPE TWO 2 3 8 2 15 TOWNHOME 1- 3 STORY TYPE TWO 2 3 8 2 15 TOTAL UNITS 32 151 184 43 410 410 UNITS X 1.7 SPACE/UNIT = 697 SPACES PROVIDED PARKING TYPE No. PERCENTAGE SURFACE STANDARD 629 87.2% SURFACE (PARALLEL) 44 6.1 % SURFACE (HANDICAP) 16 2.2% TOWNHOME GARAGE 20 2.8% CARRIAGE GARAGE 12 1.7% TOTAL 721 100.0% SPACES PER UNIT 1.76 PHASE 1: 82,177 SF 1.89 AC. PHASE 4: 78,842 SF 1.81 AC. IMPERVIOUS: 40,655 SF 49.47% IMPERVIOUS: 35,495 SF 45.02% BUILDING: 19,291 SF 23.48% BUILDING: 18,572 SF 23.56% PERVIOUS: 22,231 SF 27.05% PERVIOUS: 24,775 SF 31.42% PHASE 2: 140,926 SF 3.24 AC. PHASE 5: 92,555 SF 2.12 AC. IMPERVIOUS: 75,460 SF 53.547o IMPERVIOUS: 53,233 SF 57.51% BUILDING: 27,616 SF 19.60% BUILDING: 16,774 SF 18.13% PERVIOUS: 37,850 SF 26.86% PERVIOUS: 22,548 SF 24.36% PHASE 3: 129,681 SF 2.98 AC. PHASE 6: 198,952 SF 4.57 AC. IMPERVIOUS: 60,928 SF 46.98% IMPERVIOUS: 81,371 SF 40.90% BUILDING: 28,306 SF 21.83% BUILDING: 47,333 SF 23.79% PERVIOUS: 40,447 SF 31.19% PERVIOUS: 70,248 SF 35.31% TOTAL. 723,133 SF IMPERVIOUS: 347,142 SF 157,892 SF PERVIOUS•' ••• SF 16.60 AC. 48.01 % 21.83% 30.16% Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone: (407) 629-4777 Fax: (407) 629-7888 wvvw.harrisci\ ilengineers.com EB 9814 `VA it `1111111111110 rM N 0 N \ M 0 w Q 0 F- z w 0 U c� o' w o_ N \ \ a�cDnroui'g101C4•-� ? ca V CO Release: 0 N M� V W cc r�� C�7iC�Z�� Z AV W �O 116— a— r�� d Z WIWI E NOT FOR CONSTRUC-nON OLD WINTER GARDEN,ROAD (ALSO KNOWN AS PROFESSIONAL PARKWAY) PUBLIC RIGHT OF WAY (70' WIDE) ASPHALT PAVED ROADWAY (WIDTH VARIES) PER OFFICIAL RECORD BOOK 6423, PAGE 7285 ME U Z < CL U') ly n- ry �-Lj Ln Li U) L0 < Cj LD af 4ff ^ ( IN VIM ) This plan may have been reduced in size. Verify before scaling dimensions ELEV. DATUM: NAVD88 NAVD88 = NGVD-0.91' LEGEND LIMITS OF CONCRETE 24" WHITE STOP 13AR (W/ STOP SIGN (R1-1) IF SHOWN) 6' WIDE PEDESTRIAN CROSSWALK (12- WHITE LINE. 36" O.C.) ON —SITE RAMP W/CAST IN CONCRETE DETECTABLE WARNING STRIP FLORIDA BLDG. CODE 2007, SECTION 11-4.7.4 F-4-1 CAST IN CONCRETE DETECTABLE WARNING SURFACE FDOT #304 (2' DEEP x WIDTH OF WALK) FTP-20-06 W/FTP—;22-06 • "VAN'@ ACCESSIBLE SIGN YIELD TO PEDESTRIAN SIGN SPEED BUMP 1200 E. HilIcTest Street Suite 200 Cj) Z w Cr 0 Jw 0 .j .j w O Jchi 0) C 0- • > 0 jr :0:ijW �1<6 Id 14 1 QJ j,,A_j w 2 0 w Z < 0 _j Z a - CD Z < Z Lj LJ L_ F- E_ • A MR SEE C101 FOR CONTINUATION.' ME U Z < L'J 10 CL Z o- LJ U') ( n- u) Lj LJ Lj X U) U) L0 F, M 11) < DO (N N cli LD 0 0 0 *V 1?0 4S �qo It op P4 0 9 4), r* 'Vo 106 LLUL11NI UMM OF CONCRETE 24w WHITE STOP 13AR (W/ STOP SIGN (R1-1) IF SHOWN) 6" WIDE PEDESTRIAN CROSSWALK (12�" WHITE LINE, 36" O.C.) ON —SITE RAMP W/CAST IN CONCRETE DETECTABLE WARNING STRIP FLORIDA BLDG. CODE 2007, SEC11ON 11-4.7.4 CAST IN CONCRETE DETECTABLE WARNING SURFACE FDOT #304 (2- DEEP x WIDTH OF WALK) E5] FTP­2006 W/FTP�22-06 (TYP. OF 2) [I] -VAN- ACCESSIBLE SIGN EZI YIELD TO PEDESTRIAN SIGN [11 SPEED BUMP SETBACK PE L B 1 5 UIL61 SETBA, I 00" 15. 0 BUILDING SETBACK ROT PLATTED STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION OFFICIAL RECORD BOOK 8737, PAGE 5613. GRAFM SCMZ ( IN This plan may have been reduced in size, Verify before scaling dimensions 1200 E. AilIcTiest Street Suite 200 Orlando, Florida 32803 Phone (407) 629-4777 Fax (407) 629-7888 www.harriscMIengineers.com EB 9814 I 4 C' C) 0 0- (L CD Z < Z Lj LJ L_ F— NOT FOR CONSTRUCIION NM ( IN PUT ) This plan may have been reduced in size. Verify before scaling dimensions ELEV. DATUM: NAVD88 NGVD29 = NAVD88-0.91' KEY MAP NOTES: 1 . ADDITIONAL INLETS WILL BE ADDED AROUND ALL STRUCTURES. 2. FFE'S SHOWN COULD STILL BE ADJUSTED AFTER FINAL DESIGN IS COMPLETE. 3. INLET LOCATIONS SHALL BE ADJUSTED AFTER FINAL GRADING IS COMPLETE. 0 N 0 Z < LJ I C) CL Z o- LJ U') ( n- u) Lj W Lj X U) U) L0 F, M 11) < DO (N N cli LD 0-0 �-, N 1200 E. HilicTest Street Suite 200 QL-aul-ak . 2801- jj� # go . - ::: AMML Cj) Z w Cr 0 Jw 0 .j .j w O Jchi 0 LAJ t � V) Z LJ Q 0) C-) C Of 0 LIJ • > 4) CAD jr [VRr< l4d I Id -1 4 QJ 1,44 1 w Z no F— Z w < 0 —1 L H,* rdo C201 ZE I CD Z < Z Lj LJ L- F— E-• F.F.E.=124.50' 0 N 0 Z < LJ IC) CL Z o- LJ U') (Y n- u) Lj W Lj X U) U) L0 F, M 11) < DO (N N cli LD ca 0- �0-, N CD Z < Z Lj LJ F L- F— NOTES: 1 . ADDITIONAL INLETS WILL BE ADDED AROUND ALL STRUCTURES. 2. FFE'S SHOWN COULD STILL BE ADJUSTED AFTER FINAL DESIGN IS COMPLETE. 3. INLET LOCATIONS SHALL BE ADJUSTED AFTER FINAL GRADING IS COMPLETE. ............... GRAPIW SCALE 40 0 20 IN FM This plan may have been reduced in size. Verify before scaling dimensions ELEV. DATUM: NAVD88 NGVD29 = NAVD88-0.91' Harris Civil Engineers, LLC 1200 E. Hillcrest Street Suite 200 Orlando, Florida 32803 Phone- (407) 629-4777 Fax (407) 629-7882 www.harriscMIengineers.com E13 9814 r< (wD Z 0- 8 1 6 -6 4) • 4) rr Pj 0 04 • 0" Z Z 0 0- CO) (L NNO NOT FOR CONSTRUCIION 7 GRAPM SCALIC 40 0 20 ( IN FM ) This plan may have been reduced in size. Verify before scaling dimensions ELEV. DATUM: NAVD88 NAVD88 = NGVD29-0.91' LEGEND SANITARY MANHOLE •SANITARY CLEANOUT SAN ITARY SEWER FIRE HYDRANT WATER MAI N 0 r') C) Z < L'J IC) CL Z o- LJ U') (Y n- u) Lj W Lj X U) U) L0 F, M 11) < DO (N N Cli LD 0-0 �-' N 1200 E. HilicTest Street Suite 200 QL-aul-ak 121. 1 L41: I L Cj) Z w Cr 0 J 0 .j .j w O Jchi Cj) C 0 • > 4) 0i ad r< 4d id 4 Qj N Z CL 04 I'. 0 Z C) "I 0 0 C75 (L CD Z < Z Lj LJ L- F- E- • A 0 r) C) z < LJ I C) CL z o- LJ U') ry n- u) Lj W Lj X U) U) L0 F, m 11) < DO (N N cli Lo 0 0- �-, N LEGEND @ SANITARY MANHOLE ... ........ FIRE HYDRANT WATER MAIN 1200 E. Hillaest Street Suite 200 QL-aul-ak . o mol .- jj� I �0 Cj) z w cr 0 Uj J w 0 .j .j w O Jchi Cj) c 0- > 0 z C: F— Z) !� g z 0 U) lu 0 0- cri (L N "I CD Z < z Lj LJ L- F— m- A SURVEYOR'S NOTES: 1. THIS SURVEY REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY AS DESCRIBED BY STANDARDS OF PRACTICE FOR SURVEYING AND MAPPING, CHAPTER 5J-17, FLORIDA ADMINISTRATIVE CODES. TI11S SURVEY IS NOT VALID WITI?OUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2. THIS SURVEY IS LIMITED 10: (1) FIFE DOCUMEN FAIION OF THE PERIMEIER OF THE PARCELS OF I AND SHOWN IT[ REON BY MONUMENIING THE BOUNDARY LINES FOR DESCRIBING SAID PAKCFLS. (2) THE LOCATION OF SURFACE IMPROVEMENTS. (3) SPOT ELEVATIONS AND CONTOURS. (4) BUILDING ELEVATIONS. (5) TREE SURVEY. (6) STORM DRAINAGE AND SANITARY SEWER AS —BUILT. 3. FIFE SURVEYED PROPERLY SHOWN HEREON CONTAINS A I01AL AREA OF16,660 ACRES (723,133 SQUARE TETI) MORE OR LESS. 4 HORIZONTAL DATA SHOWN HEREON AREA BASED ON THE NORTH AMERICAN DATUM OF 1983, WITH A 2011 ADJUSTMENT (NAD83/20111), AND ARE REFERENCED TO THE FLORIDA PERMANENT REFERENCE NETWORK, STATIONS ORL1. 5. BEARINGS SHOWN HEREON ARE ASSUMED AND BASED ON THE NORTH LINT OF FIFE SOUTH 1/2 OF THE NORTHWEST 1/4 SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28 EAST BEING SOUTH 89°42'11" WEST. 6. FIFE FI.IFVALIONS SHOWN HEREON ARE BASED ON IHE NORTH AMERICAN VERIICAL DATUM OF 1988 (NAVD88), AND ARE RELATIVE TO ORANGE COUNTY BENCHMARK "A1572-006" BEING A 3" ALUMINUM DISK, STAMPED "OC BM A1572-006", AND HAVING A RECORDED ELEVATION OF 123.464'. 7. THE SYMBOLS REFLECTED IN THE LEGEND AND ON THIS SURVEY MAY HAVE BEEN ENLARGED FOR CLARITY. THE SYMBOLS HAVE BEEN PLOTTED AT THE CENTER OF THE FIELD LOCATION AND MAY NOT REPRESENT THE ACTUAL SHAPE OR SIZE OF THE FEATURE. 8. THE INFORMATION DEPICTED ON THIS SURVEY REPRESENTS THE RESULTS OF A FIELD SURVEY ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS A REPRESENTATION OF THE GENERAL CONDITIONS EXISTING AT THAT TIME. 9. THE SURVEYOR DID NOT INSPECT THE PROPERTY SHOWN HEREON FOR ENVIRONMENTAL HAZARDS. 10. FENCES AND WALL DIMENSIONS ARE APPROXIMATE. THE SURVEYOR DID NOT DETERMINE OWNERSHIP OF WALLS AND FENCES. 11. THIS FIRM IDENTIFIED VARIOUS TYPES OF TREES LOCATED ON THIS SITE BASED ON COMMON KNOWLEDGE OF TREE SPECIES. A QUALIFIED LANDSCAPE ARCHITECT SHOULD BE EMPLOYED FOR POSITIVE IDENTIFICATION OF TREE SPECIES. TREE DIAMETERS ARE APPROXIMATE AND WERE MEASURED AT BREAST HEIGHT. ONLY TREES 3 CALIPER INCHES OR IARGE:R WERE LOCATED AND SHOWN ON THE SURVEY. HEDGES AND GROUND COVER WERE NOT I OCAIFD AND ARE NO] SHOWN_ FXOIIC IRE.ES SUCH AS MFI ALEUCA, BRAZILIAN PEPPER AND AUSIRAI IAN PINE WFRE: NO] LOCATED OR SHOWN HEREON. 12. ORNAMENIAL PIANIS, HEDGES, SI'RINKI.ER HEADS WERE NO] LOCATED. 13. A SUNSHINI 811 `DESIGN" IICKEI (106103195) WAS OBI AIDED 10 DETERMINE II'I.I UTI111Y PROVIDERS WITHIN IHE PROJECT LIMITS. IIHE PROJI.CI WAS SCANNED OR UNDERGROUND UTIL I TES USING 1 I I CIRONIC DEII.CTION DEVICES AND GROUND PENETRATING RADAR (GPR). ANY UTILITIES FOUND WITHIN THE PROJECT LIMITS WERE SURFACE PAINTED AND FLAGGED WITH THE APPROPRIATE COLOR AS RECOGNIZED BY THE NATIONAL UTILITY I OCAIING CONTRACTORS ASSOCIATION (NUI.CA). ANY UIII IIIES MARKED BY ANOILTR FIRM WILL BE VERIFIED BY AN I &S DIVERSYIF:D UIIF.IIY LOCATOR. 14. 11 SHOUI D BE UNDERSTOOD BY 1.HE CLIENT 1HAI SOME UNDERGROUND UIILIIIE:S MAY N01 RE MADE: OF A CONDUCTIVE MAIERIAI OR MAY NO] RETURN A GPR ECHO AND THEREFORE CANNOT BE DESIGNAIED WITH EI F CTRONIC PROSPEC ZING EQUIPMFN T OR GPR, 15, 1 & S DIVERSIFIED, TO DID NOT SEARCH IHE PUBLIC RECORDS OF ORANGE COUNTY FI ORIDA FOR OWNERSHIP, RIGHTS —OF —WAY, FASEMFNIS OR OTHER MATTERS AFFECIING ]HE PROPERTY BEING SURVEYEI.). THERE MAY BE ADDITIONAL RESTRICTIONS NO] SHOWN ON THIS SURVEY 1HAI MAY BF FOUND IN THE PUBI IC RECORDS OF ORANGE COUNTY, FLORIDA. 16. THE INFORMATION CONTAINED IN THIS DOCUMENT WAS PREPARED BY L & S DIVERSIFIED, LLC (L&S). L&S HAS TAKEN ALL REASONABLE STEPS TO ENSURE THE ACCURACY OF THIS DOCUMENT. WE CANNOT GUARANTEE THAT ALTERATIONS AND/OR MODIFICA IONS WII I N01 BE MADE BY OFFERS AFTER IF L.FAVES OUR POSSESSION. ]HIS DOCUMENT MUST BE COMPARED TO TI iE ORIGINAL HARD COPY (WHICH BEARS THE RAISED SURVEYORS CERIIFICAIION SEAL IF APPLICABLE) 10 FNSURF IHE ACCURACY OF THE INFORMATION CONTAINED HEREON AND TO FURTHER ENSURE THAT ALTERATIONS AND/OR MODIFICATIONS HAVE NOT BEEN MADE. L&S MAKES NO WARRANTIES, EXPRESS OR IMPLIED, CONCERNING THE ACCURACY OF TIE INFORMATION CONTAINED IN THIS OR ANY DOCUMENT TRANSMITTED OR REVIEWED BY COMPUTER OR OTHER ELECTRONIC MEANS. CONTACT L&S DIRECTLY FOR VERIFICATION OF ACCURACY. 17 THIS SURVEY MAP IS INTENDED TO BE DISPLAYED AT A SCALE OF 1 INCH 50 FEET OR SMALLER. 18, THIS SURVEY CANNOT BE RELIED UPON BY PERSONS OR ENTITIES OTHER THAN THE PERSONS OR ENTITIES CERTIFIED TO HEREON. 19, ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY OTHER THAN THE SIGNING PARTY OR PARTIES ARE PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 20. A PORTION OF THE SUBJECT PROPERTY LIES IN FEMA FLOOD ZONE X, AREA OF MINIMAL FLOOD HAZARD AND A PORTION OF THE SUBJECT PROPERTY LIES IN TEMA FLOOD ZONE RE, AREA WITH A BASE FLOOD ELEVATION DETERMINATION OF 121.4' AS SHOWN ON THE FIRM MAP PANEL 12095CO22OF, EFFECTIVE DATE OF 09/25/2009. 21, NO ZONING REPORT WAS PROVIDED TO THIS SURVEYOR FOR STATING CURRENT ZONING CLASSIFICATION, SETBACK REQUIREMENTS, HEIGHT AND FLOOR SPACE AREA RESTRICTIONS, AND PARKING REQUIREMENTS. 22 THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUII DINC CONSTRUCTION, OR BUII DING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. 23 IHERE WAS NO PROPOSED CHANCES IN STREFI RIGHT OF WAY HINTS MADE AVAII ABLE 10 THIS SURVEYOR BY FIFE CONTROLLING JURISDICIION NOR EVIDENCE OF RECF:NI SIREEI OR SIDEWALK CONSIRUCIION OR REPAIRS OBSERVED IN IHE PROCESS OF CONDUCTING THE FIELDWORK. 24, SITE ACCESS IS VIA EXISTING DRIVEWAY THROUGH IHE PUBI IC RIGH F OF WAY AI ONG OLD WINTER GARDEN ROAD. 25, IIIE APPROXIMATE DISTANCE 10 IHE NEAREST INII.RSECTING STREI.I (MAQUIRF ROAD), FROM THE IDI'_NIIFIED ACCESS POINT IS 720 -LIT. TITLE AND SCHEDULE BII EXCEPTIONS: ]HIS SURVEY WAS PREPARED WI FH 1HF BENFFI F OF A 1111 F COMMIIMEN1 PREPARED BY FIRS] AMERICAN IIILE INSURANCE COMPANY, FII F N0. 2037-52/6128, WITH AN EFFECIIVF DAIF OF JUNE 1, 2021 Al 8:00 A.M. (REVISION 3, DATED JUNE 8, 2021) EASEMENTS AND RESTRICTIONS LISTED IN SCHEDULE B—II ARE AS FOLLOWS: 9. ORANGE COUNTY/PRIMA VISTA U1II UY COMPANY, INC. SEWER SERVICE IERRI FORIAI ACREEMEN F RECORDED JUNE 10, 1987 IN BOOK 3894, PAGE 1363; FIRS1 AMFNDMEN 1 RECORDED FEBRUARY 23, 1994- IN BOOK 4/02, PAGE 2589; SECOND AMENDME.NI RF:CORDIFD DFCEMBFR 7, 1999 IN BOOK 5896, PAGE 3531; AND THIRD AMF:NDMENI RECORDED JANUARY 11, 2002 IN BOOK 6432, PAGE 2130. AFFECTS PARCEI ; BI ANKFI IN NATURE; NOT PLOI TED. 10. ORANGE COUNIY/CIIY OF OCOI:E WATER SERVICI IFRRUORIAL AGREFMI':NI RECORDI.D NOVEMBIFR 23, 1988 IN BOOK 4034, PAGE 291, RI: CORDED AUGUST 1, 1989 IN BOOK 4-102, PAGE. 36/; FIRST AMI NDMENI KI CORDED FI BRUARY 23, 1994 IN B00K 4102, PAGE 2576; AND SECOND AMENDMENI RECORDED JANUARY 11, 2002 IN BOOK 6432, PAGE 2116, AFI FCIS PAIFCI I ; BI ANKEI IN NAIURE; NOT PI OSTED. 11. UTILITY EASEMENT AGREEMENT BY AND BETWEEN HEELER BROS. GROVES, A FLORIDA GENERAL PARTNERSHIP AND THE CITY OF OCOEE, A FLORIDA MUNICIPAL CORPORATION, RECORDED FEBRUARY 21, 1991 IN BOOK 4263, PAGE 1607. AFFECTS PARCEL; PLOTTED HEREON. 12. DEVELOPMENT AGREEMENT REGARDING TRANSPORTATION CAPACITY (WEST END PROFESSIONAL PARK) BY AND BETWEEN HEELER BROS. GROVES, A FLORIDA GENERAL PARTNERSHIP, AND THE CITY OF OCOEE, A FLORIDA MUNICIPAL CORPORATION, RECORDED NOVEMBER 10, 1992 IN BOOK 4490, PAGE 3583; FIRST AMENDMENT TO 1HF DFVF.I OPMENT AGREEMENT REGARDING IRANSPORIAIION CAPACITY (WESI END PROFESSIONAL PARK) RECORDED JANUARY /, 1993 IN BOOK 4662, PAGE 3322, SECOND AMF:NDMFNI 10 THE DE:VELOPK I AGREEMENT REGARDING TRANSPORTATION CAPACITY (WEST END PROFESSIONAL PARK) RECORDED MAY 20, 1994 IN BOOK 4744, PAGE 2863. AFFECTS PARCEL; BLANKET IN NATURE; NOT PLOTTED. 13. DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF WEST END PROFESSIONAL PARK RECORDED JULY 20, 1995 IN BOOK 4918, PAGE 4879; FIRST AMENDMENT DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF WEST END PROFESSIONAL PARK RECORDED JULY 6, 2006 IN BOOK 8737 PAGE 488; AND SECOND AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF LAKE LILLY PROFESSIONAL CFN TER (F/K/A WFSL FND PROFESSIONAL PARK) RFCORDFD OCIOBFR 27, 2020 IN INSI1RUMENI NO. 20200561556. AFFFCIS PARCEL; BLANKET IN NAIURE:; NOT PLOTTED. 14. DRAINAGE AND OUTFALL EASEMENT (NORTHERN DRAINAGE EASEMENT PARCEL), IN FAVOR OF THE CITY OF OCOEE RECORDED FEBRUARY 25, 2000 IN BOOK 5949, PAGE 3800. AFFECTS PARCEL; PLOTTED HEREON. 15. SEWER AND WAFER FASFMFNI (NORTHERN _III IIY FASFMENI PARCEL) RFCORDFD FEBRUARY 25, 2000 IN BOOK 594-9, PAGE: 3806. AFFECTS PARCEL; PLOTTED HEREON. 16. SEWER AND WATER FASEMFNI AGRITITIV 1 IN FAVOR OF IHE. CITY OF OCOEE., A FLORIDA MUNICIPAL CORPORATION, RECORDED DECEMBER 31, 2001 IN BOOK 6423, PACT 7301. AFFECTS PARCEL, PLOTTED HEREON. 17. SLOPE EASEMENT AGREEMENT (PROFESSIONAL PARKWAY) WITH THE CITY OF OCOEE RECORDED DECEMBER 31, KEY MAP: N01 10 SCALE VICINITY MAP: Not 10 SCALE N EAST SILVER STAR ROAD Lu D2z w `gym¢ WEST COLONIAL DRIVE S.R. 50 FLORIDA'S 3 I TE TURNPIKEui N (TOLL ROAD) � m � z_j Ww0 aV)� w w U 2001 IN BOOK 6423, PAGE 7313. AFFECTS PARCEL; PLOTTED I?EREON. 18. ORDINANCE OF THE CITY OF OCOEE, FLORIDA ADOPTING A REMEDIAL PLAT AMENDMENT TO THE OCOEE COMPREHENSIVE PLAN RECORDED DECEMBER 29, 2009 IN BOOK 9981, PAGE 1118. AFFECTS PARCEL; BLANKET IN NATURE; NOT PLOTTED. 19. MOVED TO A NOTE. SYMBOL AND ABBREVIATION LEGEND: 20. TERMS AND CONDITIONS OF ANY EXISTING UNRECORDED EASE(S), AND AIL RIGHTS OF LESSEES) AND ANY * CONCRETE LIGHT POLE O FOUND IRON ROD PAIRI11 S CLAIMING IIIROUGH THE 11!SSI I:(S) UNDER THE LEASI:(S). 14k CONCRETE POWER POLE O FOUND NAIL & DISK GUY WIRE • SET IRON ROD & CAP 21. �. DF VEI OPMEN I AGREEMENI RECORDED JANUARY 27, 2020 IN INSTRUMENT NO. 20200053277. AF FF. CI S PAI'ZCI L; BLANKEI IN NAIURE; N01 PLOTTED. EM ELECTRICAL METER TELECOMMUNICATION MANHOLE EI1 ELECTRICAL PANEL 01A TELECOMMUNICATION RISER 22. DF VEI OPI:RS AGREI MENI FOR WAILR SI IZVICI BY AND BF I WEEK THE CI T Y OF OCOF I , A FLORIDA MUNICIPAL CORPORATION, AND HEI.LEIZ BROS. GROVI-S, A FLORIDA GENERAL PARINEIZSI;IP, RECORDI_D K IZCI? 3, 1989 �E TRANSFORMER TELECOMMUNICATION VAULT IN F300K 4060, PAGE 1888. AFI ECTS PARCEL, BI AND! I IN NATURI!.1 NO PLO] IFI.). ELECTRICAL VAULT nnA SIGNAL MAST ARM `-a-) WOODEN POWER POLE TE TRAFFIC ELECTRIC VAULT 23 DEVELOPERS AGREEMENT FOR SEWER SERVICE BY AND BETWEEN THE CITY OF OCOEE, A FLORIDA MUNICIPAL CORPORATION, AND HEELER BROS. GROVES, A FLORIDA GENERAL PARTNERSHIP, RECORDED MARCH 3, 1989 0 FIBER OPTIC MARKED BACKFLOW PREVENTED IN BOOK 4060, PAGE 1921. APPEARS TO AFFECT PARCEL. TI iE RECORD DOCUMENT DEPICT THE FIBER OPTIC VAULT FIRE I..?YDRANT CONSTRUCTION OF A 12' WATER MAIN BUT THERE ARE NO EASEMENT WIDTHS STATED. IT DOES NOT APPEAR 10 FALL WITHIN A 15' SEWER AND WATER EASEMENT PITR OFFICIAL RECORD BOOK 64-23, PAGE 1301, THE BOLLARD END] WATER METER LAI IITR PLO Y F .). OO CLEANOUT >,O] WATER VALVE RE —USE MANHOLE C C1 iORD LENGTH SINGLE STAND SIGN CD CHORD BEARING © NATURAL GAS MARKER A CENTRAL ANGLE RECLAIMED WATER VALVE (D) DESCRIBED se SANITARY SEWER MANHOLE E EAST/EASTING SANITARY SEWER VALVE ELEV. ELEVATION CATCH BASIN INV. INVERT su STORM DRAINAGE MANIOLE L ARC LENGTI MITERED END SECTION (M) MEASURED FOUND BRASS OR ALUMINUM DISK N NORTI;/NORTHING PROPERTY ADDRESS: U FOUND CONCRETE MONUMENT P.R.M. PERMANENT REFERENCE MONUMENT 2802 AID WIN FER GARDEN RD OCOEE, FL 34761 LEGAL DESCRIPTION (AS WRITTEN BY L&S DIVERSIFIED): HE:LLER GROVES REMAINDER PARCEL: A PARCEI OF LAND I PING IN SFCIION 29, TOWNSHIP 22 SOUTH, RANGE 28 FAST, ORANGE COUNTY. FI ORIDA. SAID PARCEI BEING MORE PARFICULARLY DESCRIBED AS FOLLOWS COMMENCING Al 1H1! NORTHEAST CORNED 01 ]HIT SOUFI; 1/2 OF IHF NORIHWI:SI 1/4 OF SAID SECTION 29, 1HFNCE ALONG THE NORTH BOUNDARY OF SAID SOUTH 1/2, SOU1H 89'42'11" WFSF, 1538.30 FEF1; 1HFNCE DFPARIING SAID NORFI; BOUNDARY, SOUI1; 00'17'49" EAST, 70.00 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF OLD WINTER GARDEN ROAD, SAID POINT BEING THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE DEPARTING SAID SOUTHERLY RIGHT OF WAY LINE, SOUTH 00'21'25" EAST, 194.99 FEED 10 A POINT ON THE NORTH BOUNDARY OF ]FACT "A", WFS1 END PROFESSIONAL PARK UNIT ONE, AS PER PLAT THEREOF, AS RECORDED IN PI AI BOOK 34, PAGES 139 FHROUGH 141, PUBLIC RECORDS OFORANGE COUNTY, FLORIDA, THENCE ALONG THE NORTI;, WEST AND SOUTH BOUNDARIES OF SAID TRACT "Al' THE FOLLOWING FIVE (5) COURSES: (1) NORTH 88'27'48" WEST, 329.06 FEET; (2) SOUTH 00'26'37" EAST, 425.40 FEET; (3) SOUTH 50'49'49" EAST, 170.00 FEET; (4) SOUTH 81'38110" FAST, 642.39 FEET; (5) SOUTH 81°20'27" EAST, 200.17 LET 1 10 A POINT ON IHE WEST BOUNDARY OF IRACI "B", WESI EN[) PROFESSIONAL PARK UNIT ONE, AS PFR PI AI IHFREOF, AS RECORDED IN PI Al BOOK 34, PAGES 139 IHROUCH 141, PUBI IC RECORDS OF ORANGE COUNTY, FLORIDA; THENCE DEPARTING SAID SOUTI; BOUNDARY, AND ALONG SAID WEST BOUNDARY, SOUTH 00'44'33" WEST, 85.00 FEET; THENCE DEPARTING SAID WEST BOUNDARY, SOUTH 39'54'05" WEST, 420.10 FEET TO A POINT ON A NON —TANGENT CIRCULAR CURVE, CONCAVE WESTERLY; THENCE 14-4 55 FEFI ALONG THE ARC OF SAID CURVE 10 IHE RIGHT, HAVING A RADIUS OF 70.00 LEFT, A CENTRAL ANGLE OF 118'18'59", A CHORD WHICH BEARS SOUTH 17'09'31' WFSI, A CHORD DISTANCE OF 120.20 FEET 1 A POINT, 1H N 11I / 7 W I F I T A POINT N IH N 1F1H R Y RIYH1 F WAY IN. I F RI A l RNPIK SAID POINT PINY N A N N—LAN N1 CIRCULAR RV CONCAVE TH R Y II -I N ALONG SAID NOR Y IFI III 1. WAY 0 0 E CE SOU 6 5 29 L_S �5.00 F.E 0 0 0 E 0 E L � 0 I I_ 0 LO I> U F., S L 0 L � 0 0 GE CUL CU E, SOU E L HENCI LO G S D 0 1 L G 0 LINE, AND 1133.09 FEET ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 4795.60 FEET, A CENTRAL ANGLE OF 13'32'16", A CHORD WHICH BEARS NORTH 56'36'51" WEST, A CHORD DISTANCE OF 1130.46 FEET; THENCE DEPARTING SAID '3 „ N R1N R � RICHI T F WAY IN... NORTH 41 W T F T FN N SOUTH 7� WEST, I 7 F ...L 1 A P INL.. N 1H A 1....R Y RIGHT F WAY IN F PR F I NA N1 R VAR... 1H N A N SAID A I R Y RICHI T F WAY IN 0 F L C 0 I F., 0 00 � 8 ES 50� 2� EE E CE SOU 89 � ...6 ES , 55.8 FE 0 0 0 E L S E L G 0 LINE O 0 ESS 0 L �F E BOULE D, E CF L 0 G D F S E L C 0 L F, NORTH 00°22'34" WEST, 194.00 FEET; TI?ENCE NORTH 44'36'29" EAST, 70.77 FEET TO A POINT ON THE AFORESAID SOUTHERLY RIGHT OF WAY LINE OF OLD WINTER GARDEN ROAD; THENCE ALONG SAID SOUTHERLY RIGHT OF WAY LINE THE FOLLOWING FIVE (5) COURSES: (1) NORTH 89'42'11" EAST, 289.34 FE:EI; (2) SOUTH 45'18'32" EAST, 70.65 LET]; (3) NORTH 89'40'S6" EAST, 60.23 FFEI; (4) NORTH 44'44'33" EAST, /0.65 FFFI; (5) NORTH 89'42'14" FAST, 306.20 FEFI10 ]HE POINT OF BEGINNING. 1OCETHFR WITH THE: RICHI 10 CONNECT THE LAND 10 THE SIORMWAIER MANACFMENI SYSTEM FOR ]HIT LAKE LILLY PROFESSIONAL CENTER SUBJFCI 10 AND IN ACCORDANCE. WITH THE: FFRMS OF 1HE DECLARATION OF COVENANTS, CONDITIONS AND RESIRICIIONS OF WEST FIND PROFESSIONAL PARK RECORDED JUI Y 20, 1995 IN OFFICIAL RECORDS BOOK 4918, PAGE 4879; FIRS] AMENDMENI DECL ARAIION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF WEST END PROFESSIONAI PARK RECORDED JULY 6, 2006 IN OFFICIAL. RECORDS BOOK 8737 PAGE 488; AND SECOND AMENDMENT TO DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS OF LAKE LILLY PROFESSIONAL CENTER (F/K/A WEST END PROFESSIONAL PARK) RECORDED OCTOBER 27, 2020 IN INSTRUMENT NO. 20200561556, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. SHEET INDEX: V101 SURVEYOR'S NOTES, LEGAL DESCRIPTION, TITLE EXCEPTIONS, LEGEND, KEY MAP, & VICINITY MAP V102 BOUNDARY SURVEY V201—V203 TOPOGRAPHIC SURVEY CERTIFICATION: 10 FORE PROPIT R FY COMPANY NF:I.SON MUI.LINS BROAD AND CASSF L FIRST AMERICAN FH LF COMPANY: ]HIS IS 10 CERITY FHAI ]HIS MAP OR PLAT AND THE SURVEY ON WHICH 11 IS BASED WERE MADE IN ACCORDANCE WITH TI iE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISI?ED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6A, 6B, 11A, 13, 14, 16, 17, 18 OF TABLE A THEREOF. TIE FIELDWORK WAS COMPLETED ON APRIL 30, 2021 DATE OF PLAT OR MAP: ------------------------- SI?ERRY L. MANOR, LS 6961 P.V.C. POLYVINYL CHLORIDE PIPE R RADIUS R.C.P. REINFORCED CONCRETE PIPE R/W RIGHT OF WAY S SOUTH W WEST 2C' CONTOUR 1 X2� SPOT ELEVATION BE BURIED ELECTRICAL HFD BURIED FIBER OPTIC — BURIED FORCE MAIN H w BURIED RECLAIMED WATER ss BURIED SANITARY SEWER su BURIED UNKNOWN BW BURIED WATER CENTERLINE PENCE LINE ------ EASEMENT OE OVERHEAD ELECTRICAL LINE DRAINAGE PIPIF RIGH 1. OF WAY LINE EDGE OF PAVEMENI O CONCKI 1E OCOEE 16 LOCATED IN REVISIONS PROJECT No. 210053 DRAWING No. FORE PROPERTY COMPANY No. DATE BY DESCRIPTION SURVEY By MCOCKMAN SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28 EAST A - - viol Diversified Al 202105 OS S.MANOR ADDRESS LEGAL COMMENTS, ADDITIONAL TOPOGRAPHIC DATA SURVEY DATE 2021.APR.07 ADD ALTA N DRAWN BY K.LOVE CITY O F O R LA N D O A2 2021 05 18 S MANOR _ ADDRESS TABLE REQUIREMENTS, DEMENTS REVISE LEGAL DESCRIPTION ADD DESCRIPTION LINE CALLS DRAWN DATE 2021 APR 21 SHEET 489 STATE ROAD 436 (SUITE t171 BOUNDARY & TOPOGRAPHIC SURVEY A3 2021D5.25 RTRAVIS a CASSELBERRY,FL,327°7 _. _ ____. _—__. '— --- _ __....____N, __—_ _ � PHONE STATE ROAD 436 1 FAX E 117 1 ,6541 CASSE ORANGE COUNTY, FLORIDA A4 2021.06.08 B. ALEXANDER ADD ACCESS NOTE, REVISE CERTIFICATION REVIEWED BY R.TRAVIS 1 OF 5 WWW LSSURVEYOR.COM INFO@LSSURVEYOR COM AS 2021.06.09 S.MANOR UPDATED TITLE COMMITMENT APPROVED BY S.MANOR PROFESSIONAL SURVEYOR &MAPPER BUSINESS LICENSE LBtt7829 N89°40'56"E 60.23' N. BOUNDARY OF THE S. 1/2, N.W. 1 /4, SILC. 29-22-28 S45°18'32"E 70.65' S00°17'49"E 70.00' (M) N. BOUNDARY of THE S. 1/2, N W POINT OF COMMENCEMENT N44°44 33 E 70.65 114, SEC 29 22-28 NE. COR., S. 1/2, NW. 1/4, A N89'38'01"E 60.04' SEC. 29-22-28 FOUND 4" X 4" CONCRETE MONUMENT S45'22'37"E 49.74' OLD WINTER GARDEN ROAD BRASS DISK P.R.M. LB7934 S89'42'11"W 1538.30' (M) PER PB. 104, PG'S. 30-32 FOUND 5/8" IRON ROD _ _ - - - _ ON FOUND IRON ROD & CAP (ALSO KNOWN AS PROFESSIONAL PARKWAY) -_ _ - No IDLNTIFI0,05' No IDENTIFICATION PUBLIC RIGI�I of WAY (70' WIDE) N o oG', L o os' I D OLD WINTER GARDEN ROAD N89.42'11"E 559.92' (ALSO KNOWN AS PROFESSIONAL PARKWAY) ASPHALT PAVED ROADWAY (WIDTH VARIES) - - - - - - -s .- - .ss ssss ss_ ss -.- . ss ss - ss PUBLIC 1 - -.� _ n 'G%�' SS .S S SS -SS S- SS SS SS SS S SS SS SS SS SS SSSSSSSSAS SSSS SS Sf}SS AS SS' S-SS- ss--sS--FOUND 4" X 4" CONCRETE MONUMENT FDRLiG R G CLE WAY (%0 WIDE( SOUTHERLY RIGHT of WAY LINE of OLD PER OTC ICIAc.. RCGQR E00K 6.��, PAGE I285 ss SS ss... Ss SO THRIY�GHI o wAY LINE of oL..D POINT OF BEGINNING444t'2s"E 4 .45' P.R.M.P R.M. LB7934 ASPI IAL_T SAVED ROADWAY (WIDTH VARIES) N89'42'07"E 243.80' [; WINTER G N RoaD wiNiF:R GARDEN ROAD SD J IT PER OFFICIAL REC OF BOOK 6423, PACE 7281F - -- N 11 "E 75 - _ 42 I � ` 89 �04' 15.00' SEWER AND WATER EASEMENT 1s.00 SEWER AND WATER EASEMENT / ( OFFICIAL RECORDAND BOOKATER 6423� PAGEASi NT \ \FOUND NAIL &DISK \FOUND NAIL & DISK 7301 15.00 SEW(R AND WATER F.ASE:MENT '^ OFFICIAL RECORD BOOK 6423 PAGE 7301 OFFICIAL RECORD BOOK 6423 PAGI 7301 15.00' SII::WER AND WATER EASE Mt_NT N SLOPE EASEMENT AGREEMENT MDITIONAL I SLOPE CASEMENT AGREI MINT P.R.M. LB 1934 � � \ P.R.M. LB 7937 OFFICIAL RECORD BOOK 6423, PAGE 7301 SI OPE EASFNFNI AGREEMENT ----- OF FICIAI. RECORD BOOK 6423, PAGE 7301 �1 OFFICIAL RECRRD BOOK 6453, PAGE 7313 R/W OPICIAL RECORD BOOK 64QS, PAGII 7313 SITE BENCHMARK 220010 PAP2C(L 5 SLOPE EASEMENT AGREEMENT OFFICIAL RECORD BOOK 6423, PAGE. 7313 " SLOPE EASEMENT AbREr:MENFN 1532274.08 OFFICIAL RECORD BOOK 6423, PAGE 7313 �� N4436 58 E 49.4D OFFICIAL RECORD BOOK 6423, PAGE. /�13 FOUND 4" X 4" CONCRETE MONUMENT f(\'\�_�OUND 4 X 4 CONCRETE MONUMENT 2" BRASS DISK P.R.M.11 /934 2" BRASS DISK P.R.M. LB7934 AS4126,24--� FOUNDLLV & DISK o OFFICIAL r n e S45'1819 E 49.58 - � �coRDs N 89 °42 11 E 306.20 � I PAGE ' SITE i' \ I HELLER BROS GROVES S001T49"E 113.80'--� N00'17'49"W 113.95l &DISK �Z S R E 23, N89°4211 E 289.34 �CCE E 7285P.R.M.LB 7934 �M FOUND 4" X 4" CONCRETE MONUMENT FOUND 4" X 4" CONCRETE MONUMENT �. -4Qtn , „ , NO IDENTIFICATION 2" BRASS DISK P.R.M. LB7934 PARCEL NO. HELLER BROS GROVES ai�w UND 4" X 4' CONCRETE MONUMENT N44°36 29 E 7a.77 I 29-22-28-4571-05-000 FOUND 4" x 4" CONCRETE MONUMENT PARCEL NO. N ow¢ FOUND 4" X 4" CONCRFTE MONUMENT N ADDITIONAL RIGHT-OF-WAY P.R.M. EB7934\ 2" BRASS DISK P.R.M.LB7934 HELLER BROS GROVES of LOT 5 PARCEL NO. 29-22-28-4571-01-000 ao gUa P.R.M. I B79,54 PARCEL 6 PER OFFICIAL RECORD S 29-22-28-4571-02-000 w I a x � EASTERLY RIGHT OF WAY LINE \ BOOK 6423 PAGE 7285 » 1, LAKE LILY PROFESSIONAL CENTER R=25.00' LOT 1 0 w w=Y OF PROFESSIONAL CENTER BOULEVARD '41)No' o / SOO 21 25 E 194.99 �I I PLAT BOOK 104, PAGES 30-32 FOUND 2 gR" CONCRETE MONUMENT p=04940'47" f n r� e LOT 2 LAKE LILY PROFESSIONAL CENTER o I 00 LU 0 SUBDIVISION SS DISK P.R.M. LB7934 SUBDIVISION o , „ , in M � �� -�' w = C=21.00' LAKE LILY PROFESSIONAL CENTER PLAT BOOK 104, PAGES 30-32 0' om ( N00°22 34 W 194.Oa z� \ HELLER BROS GROVES w ' CD=N25'08'13"W SUBDIVISION rO 00 F x PARCEL NO. x o PLAT BOOK 104, PAGES 30-32 0 0 a �' N o N88'2T48"W 78.94' \ oo �049'40'13" x °' 29-22-28-4571-06-000 0 l oUND N ' " r o 0 CD=S2 32'170W 2N BRASS DISK P.R.M. MONUMENT OFFICIAL- RECORD BOOK 4T �o S89°37 26 W 155.87 0'� i Z N88°27 48 W 329.06 - -- LAKE LILY PROCESSIONAL CENTER 0 ( PACE D O�of e » N o" is 00' UTILITY EASEMENT SUBDIVISION ( o/ FOR MD B7934 CONCRETE MONUMENT Z NORTH BOUNDARY LINE 01 PLAT BOOK 104, PAGES 30-32 FOUND 4 11 BR� CONCRETE MONUM93I� 4 SS T�"�� RACT A", WEST CND N50'35'07" 103.62' ASS DISK P.R.M. LB7934 9.00' DRAINAGE AND OUTFALL EASEMENT 60-00' i -� PROFESSIONAL PARK, UNIT ONE, PER FOUND 4" X 4" CONCRETE MONUMENT \ \ FOUND 4" X 4" CONCRETE MONUMENT P.R.M. LB7934 ' 9,00' OFFICIAL RECORD BOOK 5949, PAGE 3800 PB. 34, PAGE 139 P.R.M. LB7934 SOUTH BLUFORD AVE g gp - - - -{- - L - �� - P IBU RIGHT WA (WIDTH VARIES) _-- - N89'3T26"E 570.05' N \ \ ' i S N39'46'36"E 56.58' �$%� - - 210.39' D S N893T26"E 414.18' - -�- PLAT BOOK 104, PACES �0-32 S gA$/ / / / \ 63� �Oj -- - ----- _ iH VARI- S - - - S00'28'A8"E 19.00' FOUND 4" X 4' CONCRETE MONUMENT �� �PIiAI- PAVED OADWA Wil ��� A \2)?\ 0� S85'S406"E P21 57, \ \� - I FOUND STRADDLE MANHOLE \ \3 \ �0 / 6' 5 ' 19 / LS 2617 / 563. \ \ 76\ _// / I ilk/ / WEST BOUNDARY LINE OF P.R M, LB7934 \ k5 / ?�' \ i N85'49'52"W 5ro / /06 R=60.00' ?3F \ \� \ / / .Vk f 191.30 ---- f TRACT A WLS I FIND �- 7-59' 15.00' DRAINAGE EASEMENT / / 13Z. m PROFIESSIONAL PARK, UNI I ONE, PER T BOOK 104, PAGES 30-32 / / `I' L=292.55' 33 \ ' PB. 34, PAGE 139 - -_� / 3� _ 6 % \ \ S82'09'53"W 33.57' RAINAG FOUND 4" X 4' CONCRETE MONUMENT I) �F1 �2C=7764' LrIUIYDEAAFMFNT� NO IDENTIFICATION ' __ _-�-� _ CD=N89'42'18"E \ \ S32'20'38"W 17.06' �� 261ER J FOUND 4" X 4" CONCRETE MONUMENT N HELL PARCELS GOROVES \ HELLER BROS GROVES - / P.R.M. LB7934 o PARCEL NO. O \ \ p I i 0 29-22-28-4571-04-000 I /• / (� 29-22-28-4571-03-000 S56'45'16"W 99.62' oi/ p/ i s75 S76�59 E co' LA FOUND 4 X 4 T I 1 ° LAKE LILY PROFESSIONAL CENTER *`v ^ \ ' w LOT 4 LOT 3 / ry">p/ \ S00'03'18"E 75.89' LAKE LILY PROFESSIONAL CENTERo SS N2 5 5 31 ?4 SUBDIVISION SUBDIVISION 3"W 09 r I I r PLAT BOOK 104 PAGES 30 32 �-- /� / ND " CONCRETE MONUMENT 965,3g, ` o z- PLAT BOOK 104, PAGES 30-32 ��/\ry P.R.M. LB7934 OFFICIAL MCORID 11011 3110 ACE 297 N ` ` 7.50'� OFFAL RECORD BOOK 48Sb, PACK.:.. 500 (/��� 1500 NON -EXCLUSIVE -� OFF CORI) BOOK 365I PAGE 215 CITY OF OCOEE ( ° �' ASEMENT PARCELRETENTIONPONDPARCEL 60 0' SEWER AND WATER Rs949 EASEMENT OFFICIAL IALE 1 " PLOTTED PERT P�Ar eooK o4 PAGE(s)3o523z) OFFICIAL RECORD BOOK 5949, PAGE 3789 N WEST END PROFESSIONAL PARK S 3 02 51 W 15.83 N PROPERTY OWNERS ASSOCIATION INC S13'02'S1"W 5.82 , -� / / �> FOUND 4" X 4" CONCRETE MONUMENT N ' 00 PARCEL NO. 29-22-28-9169-00-001 ^ I / / P.R.M. LB7934 r� v)"A"l _ , O I TRACT / i N STORMWATER MANAGEMENT AREALO sD DRAINAGE EASEMENT , i j .� WEST END PROFESSIONAL PARK UNIT 1 � FOUND 4" x 4" CONCRETE: MONUMENT ?� n I PLAT BOOK 34, PAGES 139-141 0 / P.R.M. LB7934 M� ;O�� i 00 w � � � � � � � � � � � y � i � S49'56'16"W 3.29' tp w ' ,g0 / FOUND 4" X 4" CONCRETE MONUMENT 0 0 o r� P.R.M. LB7934 WASTEWATER Z z / /\ i \ PUMP STATION OFFICIAL RECORD BOOK 4918, PAGE 4905 S50°49'49"E 170.00' / 4v / /'p �0.00DRAINAGE EASEMENT /,yW' OFFICIAL 'RECORD BOOK 3610, PAGE 297 �' p OFFICIALCOPD OOK PAGE?15 OFFICIAL RECORD BOOK 4855, PAGP.:. 5000 \ 60.00' SOUTH BOUNDARY LINE OF tK <0�/ KN WEST END PROFESSIONAL PARK \ TRACT "A", WESI END �/ yp/ / /`O \ PROPERTY OWNERS ASSOCIATION INC y 29-22-28-9169-00-002 PARCEL NO. PROFESSIONAL PARK, UNIT ONE, PER / tK X / / S44'03'03"E 29.13' L \ PB. 34 PAGE: 1S9 - / / / / / TRACT "B" CONSERVATION AREA \ 30.00' L=266.42' �� DRAINAGE EASEMENT 0=003'09'48" � \ \ C=266.39' S8 " S81 °2027 E 200.17 i / PLAT BOOK 34, PAGES 139-141 \ \ CD=N61'59'03"W SS �O� 1 °38 1 0 42 I �S44'03'03"E 38.90 / WEST END PROFESSIONAL PARK UNIT 1 \ fo 6 \S27'45'05"W 54.51' I 39 FOUND 4" X 4" CONCRETE MONUMENT P.R.M. LB7934 N 0.10' FOUND 4"X4" CONCRETE. MONUMENT FOUND 46A 4" CONCRETE MONUMENT PRM B8 15.00' UTILITY EASEMENT N 1,33' 30.00' (ACCESS OIFICIAL.. RECORD BOOK 4263, PAGE:NORIHFRI....Y RIGHT OF WAY I....INE LIMITED 601 04 't RIGHT OF WAY) OF STATE ROAD N0. 04 \ 91, Also KNOWN AS AND SUNSHINE PARKWAY w I w SOO°44'33"W 85.00' WEST BOUNDARY LINE OF ' O o R=4795.60HAc1 "B", wFs r F:ND z � z PROFESSIONAL PARK UNIT ONE., PER L=1133.09' � 10.00' ('B. 34, PACE 139 0 013*32'16" \ C=1130.46' \ CD=N56°36'51 "W I r ---- ----- I °� C\�T p'�1�77NO�oL TF �R� �qFF" 'qQ � S<\,V 0,QNo Oh �nM,,A �9\�y qJ xo 2��0\\titic_')��No z � I I I' M N A s( \ \ ACCESS RIGHT OF WAY) WAY (I IMlll':D NORTHERLY RIGHT 01 DOT/STATE OF FLORIDA-TURNPIKE �� \ OF STATE ROAD N0. 91, ALSO KNOWN AS FLORIDA R TURNPIKE AND - ENTERPRISE SUNSHINE PARKWAY PARCEL NO. 29 22-280000-00-113WAY NOT PLATTED \ STATE OF FLORIDA DEPARTMENT OF ' TRANSPORTATION \ \ POINT OF NON -TANGENT CURVE OFFICIAL RECORD BOOK 8737, PAGE 509 ' SITE BENCHMARK 220021 \ N 1531016.31 E EA 121 27 89 \ ELEV 21_89 _ R-7o.ao FOUND ` ' 3/8 IRON ROD &CAI' , IBE LIB 6868 L= 44.55 A-118*18'59" I \ I'olTA TAof C=120.20' I NON NGENT CURVE CD=S17°09'31 "W S76°57'29"W 35.00' OCOEE 16 LOCATED IN REVISIONS PROJECT No. 210053 DRAWING No. L 6 S FORE PROPERTY COMPANY No. DATE BY DESCRIPTION SURVEY BY MCOCKMAN SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28 EAST A - - V102 " ..I. Diversified Al 202105 OS S.MANOR ADDRESS LEGAL COMMENTS, ADDITIONAL TOPOGRAPHIC DATA SURVEY DATE 2021.APR.07 ADD ALTA N DRAWN BY K.LOVE CITY O F O R LA N D O A2 2021 OS 18 S MANOR _ ADDRESS TABLE REQUIREMENTS, REMENTS REVISE LEGAL DESCRIPTION ADD DESCRIPTION LINE CALLS DRAWN DATE 2021 APR 21 SHEET 489 STATE ROAD 436 1 SUITE 11711 BOUNDARY & TOPOGRAPHIC SURVEY A3 202105 25 R TRAVIS a CASSELBERRY, FL, 327°7 _. - ----. --_--. '...._...._-._- _-...._-_-._. __-_........ _ `• �' PHONE 407.681.3836FAX 407.681.6541 ORANGE COUNTY, FLORIDA A4 2021.06.08 B. ALEXANDER ADD ACCESS NOTE, REVISE CERTIFICATION REVIEWED BY STRAWS 2 OF 5 WWW LSSURVEYOR.COM INFO@LSSURVEYOR COM AS 2021.06.09 S.MANOR UPDATED TITLE COMMITMENT APPROVED BY S.MANOR PROFESSIONAL SURVEYOR &MAPPER BUSINESS LICENSE LBtt7829 CATCH BASIN SANITARY SEWER MANHOLE TOP OF LID ELEV. = 126.35' TOP OF LIT) ELEV. = 12416' SIIF RENCHM S INV. (18" R.C.P.) = 121./5, CATCH BASIN E INV (6" PVC_) = 11131' CATCH BASIN N 1b32253.3� CATCH BASIN TOP OF LID ELEV, = 124.42'- TOP OF I ID FI TV = 123.55' E 486T80.91 TOP OF LID ELEV. 125.81' - W INV. (6" P.V.C.) - STOP HERE ON RED S INV. 18" R.C.P.) - 119 5?' o - 111 21' S INV 8" RCP 8 60' ELEV 123.32 SE1 NAIL & f. N INV. (18' R.C.P.) 21.31' w 24.64 x W �� SANITARY SEWER MANHOLE &S LB7829 24.51 x 125.93 126.22 ; 126,09 _ � ( ,� �_ ----- ----- ---- - TOP OF IID EIF:V - 1�4.41 -.-__-_ _� 5' CONCRETE SIDEWALK - 5' CONCRETE SIDEWAI K 24.78 5' CONCRETE SIDEWALK �_ 5' CONCRLIF SIDEWAI K _ _ 125+-- E -_ E INV. (6 P,V.C.) 2.16' FOUND 4" X 4" CONCRETE MONUMENT - f ------ 126' , --- � '_ 124 S INV. 8 P. V. C - 113.11 23 81 x 2" BRASS DISK P.R.M. B79S4 CATCH BASIN CATC1I BASI - 112.06' ® 2 25.66 TOPCOFBLID ELEV. = 124 47' 124' - - - N INV, 1 D b.34 W INV 6" P.V C CATCH BASIN TOP OF IID ELEV. 123.45' TOP OF LID TOP OF LID FLF:V. 1SE.12 N INV (18" RCP) 119.1 /' _ _- FOUND 5/8' IRON ROD - - _-- -- - ---- ---- - __ ----------- -�-N INV . U8 R.C.P.) 11&15 E INV, (18" R.C.P.) = 115 82 --- OLD WINTER GARDEN ROAD - - - 116,27' - - --- NO IDENTIFICATION 24.78 s4.22 E INV. 24 R.0 P - 117.75' F:. INV. 24" E INV. (30" RCP.) - CATCH BASIN 6 " FOUND IRON ROD & CAP W INV. x8 R.C.P.) - 116 0; W INV. ,30" RCP 116 27' N 0.05', E: 0.05' - _ _-_ W INV, x4" R.C.P.) = 117.75' W INV. (24" 12 - (ALSO KNOWN AS PROFESSIONAL PARKWAY) (' ) - •:'"""12s'- coNCREIF MEDIAN I TOP OF LID FLLV = 125 73' NO IDENTIFICA110N PUB IC RIGHT OF WAY 70' WIDE\ coNCRFTF MEDIAN - - 11 24.98 N INV, (18" R C.P) _= 120.73' 126 2 8 ? ) c 124.75 LANDSCAPING 24,46 E INV. (18" RCP) = 120.63' CATCH BASIN CONCRETE MEDIAN CONCRETE MEDIAN 126.6_ ASPHALT PAVED ROADWAY (WID PI VARIES) 125' CONCRETE MEDIAN 125' 25,13 -_ 125' TOP OF LID ELEV. = 125.31' - 26.46 - - - 124.79- 126.12- �P PER OFFICIAL RECORD ROOD 6423, PACT_ 7285 - 24.49 _._ CATCH BASIN N INV. (18 R.C.P.) = 1202i \ 5 m TOP OF LID ELEV. = 124,11' E INV. (18" A C.P.) 119.71 _ \ ---. ---. --- 12 --- m -_- e126 SS ss ss ss ss SS ss ss ss ss ss ss ss ss - ss ss ss ---- ss ss ss ss ss ss ss S - ss ss � ss ss ss _ ss - ss ss s ss ss SS ss- ss - sr s ss ss - - 120.21' RV - F INV. (24" R C.P) = 117 61' - 124' f 124'� W INV_ 18" RC.P_ - - o W INV. (24 R C.P) = 117 61' POST 124' ST01' � STOP > 123.92 -12: 125.30 125, 33 123 l3 1 �4-00 - R 7 STOP 126.39 x _._ 6 --- - - � ------ - -- - 8 CONCRETE SIDEWALK 4 12 25.87 -BFo 0 o e o BFo BFo o 8 CONCRETE SIDEWALK BFo -BFo 8 CONCRETE SIDEWALK __ BFo eFo BFo Bfo 8 CONxRETE SIDEWALK 124 7 aFo eFo -BFo -BFo- 8 CON RE7E SIDEWALK T - - -- eFo s _ x BLo eFo eL BE _ Br_ -r _ 24.67 124 54 _..�_... 124' taFo F __. - - F eFo BF - BF B Fo eFo B 125.1 _._ ---. _._ -._. -- ----. -_. x FOUND 3 ALUMINUM DISK f- M ._ BFM 126..5 too eF e o B B Bw e ew -. ew Bw - ---_ -__ w -_-. ----. --124 Y w L- 126.33 � ew e ew..........- ew ew BW----B---8w..-- ew .- ew�- aw _ Bw Bw ew Bw Bw Rw w _- ---_ .-_ -_ _._ -. -._. 0C-20- 184 / �� Bw 126 F o B o R BF BFo Br^ - -eFo e� .-�Ao 124 - ____ - R BR BRw Rw -123' 3'-------------- -- Cal _ -- BP,W BRw BRw RRw BRw e w BRw ew B Rw eRw w Br v - - - - -- - - - - - - --- -- - - - - - - --12 Rw F FEW : ero = - � �, Bra-- - - _ _B 8 - TOPNOF L D ELEV. MA 2191E 123 w S.1..ORM DRAIN MANHOLE Boo-.. eFo Bf- ...::......... By -d� -8��- --Bre--- 125•- - - B�- eFo I .11-. BF CATCH BASIN _... ._-. --. 121.I x _.-.--122 75 - - - - - TOP OF LID ELEV. = 125,56' POST N INV. (8" P.V.C.) = 114,51' E INV. (24 R.CP.) = 115.56 ASPHA�IT T A noonioNnl.R/w i W� II �� N POST TOP OF(LID ELEV. )-123,68' - E INV, (6„ P.V.C.) - 113.21 - - - FOUND S INV. (36 R,C.P) _= 115.36 , I'ARch.L sx0 N INV 18" RCP - i18.38' S INV, ((8 P.V.C) 114.11 122 ('.R.M. h. D IVEWAY OMCI l RrcoRos BOOK 23, N x E INV 30" R.C.P 116,38' W INV 6" P.V.C. 3.06' SHORN DRAIN MANHOL...F: W INV. (18" RC P.) = 120.11' � vi PAGE y_>as 11 1.9 � ' i� � W INV. (30 RCP) 116.68 - TOP OF LID ELEV. = 129,99' 24' r� � SD I�EI SANI FART SF WEIR MANHo1 F SITE WM D� 4' BARRED WIRE.: FFNCF: o, 4' BARBED WIRE FENCE S TOP OF LID ELEV 124,44' ACCESS 4' BARBED WIRE FENCE CATCI; BASIN �4 12�� O 0 vO vO O Vx0 wV ��� TOP OF LID ELEV. = 129.60' x 124.2 x x E INV. (6" P.V.C.) 09' x x x x v F S INV, (6" P.V.C.) - 110,94' O xb xh H, vRv x x x x o STORM DRAIN MANHOLE SITE BF:NCIIMARK� m _ OUND 4" X 4" CONC LTE MONUMENT x T W ED ) - F 0 NO IDENTIFICATION MONIIOTOP EWEV 1� 3. °9' y b �� FOUND 2" BRASSONCR TE MONUMENT N C RING io TOP OF LID ELEV 126.08' MONITORING WELL PZ-01 Y P.R.M. I B79S4� TOP OF LID ELEV = 126.37' F: INV 18" RCP 12O.S0' TOP FI LV=123-68'ELL v 2 o T 0 FOUND 4' X 4" CONCRETE MONUMENT �� to F: INV. (18" R.0 P) 120.59' N cr W INV. (18 R.C.P.) = 120.30 �� W x I LLJ P.R.M. LB7934 x FOUND 4" X 4" CONCRETE MONUMENT R` \A 'vA � \5 h \V lo A, 0 O N Q T BFo �x P.R.M. LB7934 ADDITIONAL RIGHT-OF-WAY x xti xti r x 2' v rx x. x T S, A PARCEL 6 PER OFFICIAL RECORD x x x x x x x x x I v LOT 1 m Bu b�. x vx3. BOOK 6423, PAGE 7285 x ¢ x ORLANDO HEALTH MEDICAL OFFICE 1n x x / ORLANDO HEALTH CENTRAL INC, 0A ' SITE BENCHMARK 800 / z PLAT BOOK 18, PAGES 136 n �ti N 1532225.03 �- v x SF 11 2" , 2 4 �/ \/ � \ 3 a x `� o � '� E 489863 2 xL ELEV 124.02 E ro '`� P, V xV ¢ `D SANITARY SFWFR MANHOI F. ,`l, / RO ROD & CAP O '� '� xv x� \ x0 y`L xR x0 r`L TOP OF LID ELEV. 125.06' x xv_ v 'v x x x x x x L&S L R7829 x. r x x x MANHOLE FULL OF DIRT Fo `o \P x "2C O xi x4 X x HELLER BROS GROVES x E O PARCEL NO. 29-22-28-4571-06-000 STORM DRAIN MANH01IF x0 x D x x U x O x E TOP OF LID ELEV 125 99' x 5 \ \ .\` `� O _ `L� LOT 6 N INV . (12 RCP) = 120.01' x N x x x--�A - 121' x 120' - x STORM DRAIN MANHOL.F: g y x LAKE LILY PROFESSIONAL CENTER SUBDIVISION S INV. (18" RCP) = 119.85' x Y D x �b x - �Y 119' PLAT BOOK 104, PAGES 30-32 TOP OF LID ELEV. 125,75' h E. v - x " x ASPHALT W INV. (12" R.C.P-) = 120,96' N E x x F. INv. (12' R.C.P.) 121,11' ,� `o DRIVEWAY D �0 P M. LB7934 x / 11 o yw �2�. �V ° ° FOUND 4' X A-' CONCFZFTF: MONUMENT � x �F x A ti 8' x v CATCH BASIN � UV � 1 x x� x x x x �� x3 FOUND 4°' X 4" GONCRFTF. MONUMENT TOP OF LID ELEV. 125.32' ° O x O SE INV. (18" R.C.P.) = 119,37' ,v2E cx xti ix `1' P' R M I B7954 ,v`D ----. ^L 'T x N - oD s x- -��------- --- -- ---- - ----- x �\ i25.40 x - - - - - - - -- - - - - - "- A _ - - - - - - - - - - - - - - - \ _r I - \ o O O x gD o� I v - - x �125' 1255x D �ti �� x� -----J x STORM DRAIN MANHOLE x O - - - - - - - - - - - - - - - - - - �-- - � - - - - 1 TIN OF IID EI E.) = 12516 - yf 124' 123' _ �R FOUND 4' X 4" CONCRETE MONUMENT NW INV. (18" R.0 P.) = 117.58'-.._ _--- _ - - - 72 x o ^2 E MANH01 I: PARIIAI LY UI L, 2 --- x� v- 121' STORM DRAIN MANHOLE STORM DRAIN MANHOLE N P.R.M. LB7934 b 4 - x� x I ONLY ABI ( TO SF L ONE RCP � x � b. � ��. x x x E - 0 120' 0 119, - o xb BOTTOM OI STA RCl UIRT FULL 113.71' BOOT OM EOF ST R CTURE . LE roil OF LID EV 123 I T ELEV. = 113.30' x 0 L 2 xY x MANHOIF IS P FULL; 3 �12 x x x x x 118' YR CAN NO] SFE PIPES CAN NOT SEE PIPES � x "L 0'� FouND 4" x 4" coNCRETE MONUMENT �j x3 xPx x� xR FLOOD HAZARD ZONE "AE" x b �` \ STORM DRAIN MANH01 F. h ---- TOP OF LID ELEV. 24.88No IDENTIFICATION x PER FIRM MAP NUMBER O x N INV . (18" RCP) = 119,89' b x �ti 12095CO22OF �11g' \o��� Nv. (18" RC.P.) = 119.95' x �ti C MAP REVISED 9-25-2009 x EW POND WATER ELEV. = 115,94' (SEE SURVEY NOTE N0. 2D) x v x D O C01 LECTF.D ON 0410112021 I 5. x: x c 0 x0' A \ x O' N x POND WATER ELEV. = 117.44' � COLII:CTED ON 03/19/2021 o V, � x \x x I ,„2`ti SITE BFNCI;MARK x O E. x� SET 'X' ON N RIM M O �E xl x F:LEV. 12S 20' orn � C,u` x �E M SANITARY SLWFR MANHOLE CITY OF OCOEE x ' I TOP OF UD ELEV. = 123,16' PARCEL NO. 29-22-28-0000-00-048 xti I N INV. (12" P.V.C.) 110.12 RETENTION POND PARCEL x MONITORING WEI.I PZ-03_ A S INV. (12" P.V.C.) 110'05' OFFICIAL RECORD BOOK 5949, PAGE 3789 TOP ELEV-123.15' IF x �E 0 x x I v O x I IT x N x� STORM DRAIN MANHOIF. EW x x lop OF LID FLLV 12029' 00 oL x0' BOTTOM OF STRUCTURE ELEV. = 114,72' x O MANHOLE IS PARTIALLY FULL; x CAN NOT SEE PIPES I WEST END PROFESSIONAL PARK PROPERTY OWNERS ASSOCIATION INC D \ PARCEL NO. 29-22-28-9169-00-001 � I `A x x O TRACT "A" xE L (b E STORMWATER MANAGEMENT AREA x vx x DRAINAGE EASEMENT N EW x x' WEST END PROFESSIONAL PARK UNIT 1 N cv er xY' PLAT BOOK 34, PAGES 139-141 O W I " h 1 N O W�y,� x U xE / x (n \ \ 17 I x x N AD l V X ILL- X�L Q x ( Z x J b x Y x x ( ebb YV v x4 I x \ \ I \ x \ x / O ��j Co ). x 118' -x ,119 x 00 1 -124' x �I �� bW. 22' 0 I x. x i x ti P/ x b MATCHLINE "B" -SEE SHEET 203 'x x x x� x � ��19• 4x (g4SO STq T x I I \ x N^ kNo F Ro I x x \ u0 I x x'�ti�v �s �0 � I xx r A P40 N� xo x Rio g� I I 6 �ol / oo r ��/�� t�R P) O� 6' CHAIN I..INK FENCE. w`L x, x`i�' I ��lx 120, x b2 xA�x�3 (� jo HUx NI) x 123.7 I x x , 4D,H'1x/ � IT,'0 � ( M SITE BENCHMARK x xV x - 6E4g �S� TO � � � SET „X" ON N RIM x 121' x - vR O 0 b) ELEV. 123 29' V -11 W� ��' x A v`LY M -SANITARY SEWER MANHOLE A 9 x�- qo N vP x 124' C� �� �o I N�N�F12� PVC 09 xC "o h x 5 2) 12j, A - 109 0 x 120' xb b5 SW INV (12" PVC) `3" \, x S O ,�k MONITORING WEI I.... PZ-04 Xv 12G x ' \ TOP ELEV=123.34 2- v`o b b ti ti rL v r o x x � 0. � e� x �"� b x 'v x. x x x �� x X U , x _ FOUND 4" X 4" CONCRETE MONUMENT 12s� b0 0W \ yOP x `b x vx P R.M. LB7934 vR x x ti �� FLOOD HAZARD ZONE "AE" T b N o.10' x- x PER FIRM MAP NUMBER �H\ x °� x \ �L- 12¢, 3 x 12095CO22OF x � b� ' � x � � � � / x ti j v� MAP REVISED 9-25-2009 x x � �6As �� vx2 � � / x � x� (SEE SURVEY NOTE N0. 20) x I x ate• � v2 �x� xC tib x� E xO6' CHAIN LINK FF.NCF.: x x xW x / Y I __C' OCOEE 16 LOCATED IN REVISIONS PROJECT No. 210053 DRAWING No. FORE PROPERTY COMPANY No. DATE BY DESCRIPTION SURVEY BY MCOCKMAN SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28 EAST A - - V201 Diversified Al 202105 OS S.MANOR ADDRESS LEGAL COMMENTS, ADDITIONAL TOPOGRAPHIC DATA SURVEY DATE 2021.APR.07 ADD ALTA N DRAWN BY K.LOVE CITY O F ORLANDO A2 2021 05 18 S MANOR - ADDRESS TABLE REQUIREMENTS, REMENTS REVISE LEGAL DESCRIPTION ADD DESCRIPTION LINE CALLS DRAWN DATE 2021 APR 21 SHEET 489 STATE ROAD 436 1 SUITE 11711 BOUNDARY & TOPOGRAPHIC SURVEY AS 2021.05.25 R TRAVIS a CASSELBERRY, FL, 327°7 -. - ----. --_--. '...._...._-.__ x PHONE 407.681.3836FAX 407.681.6541 ORANGECOUNTY, FLORIDA A4 2021.06.08 B. ALEXANDER ADD ACCESS NOTE, REVISE CERTIFICATION REVIEWED BY R.TRAVIS 3 OF 5 WWW LSSURVEYOR.COM INFO@LSSURVEYOR COM AS 2021.06.09 S.MANOR UPDATED TITLE COMMITMENT APPROVED BY S.MANOR PROFESSIONAL SURVEYOR & MAPPER BUSINESS LICENSE 1 LBtt7829 SIDE BENCHMARK 802 N 1532253.32 SITE BENCHMARK 801 N 1532?,64.65 E 483580.91 -FI FV 1 8 32 E 484 92.87 SANITARY SFWFR MANHOI L SET NAIL & DISK EI FV 1,6.05 TOP OF LID ELEV. 126 84' L&S I B7829 SANITARY SFWFR MANHOI E SANITARY SFWFR MANHOI E FOUND 3" ALUMINUM DISK E INV (6' P.V C.) BLOCKED UP; STORM DRAIN MANHOLE TOP OF LID ELEV. 12511' TOP OF LID ELEV. 126.56' "OC S1529028" BOTTOM FLFV - 118.09 TOP OF LID ELEV 124,88' E INV. (6" `.00) = 114.26' F INV. (6" PVC) 115.36' S INV, (8" P.V.C) _= 118,44' CATCH BASIN CATCII BASIN N INV. (36" RCP) = 114.23' S INV. (8" P.V.C.) _= 115,56' S INV. (8" P V.C) _= 115,61' W INV. (6" PVC) = 117.44' TOP OF I ID EI F:V - 123.45' TOP OF ID EI F:V. = 123.79' S INV. (36" R.C.P.) - 114.03' W INV. (6" P.V C.) = 114IV W INV. (6" PVC) = 115.31' CATCH BASIN TOE' OF LID ELEV. - 126.26' --- -- -- -- -- -- ___ N INV. (18" RC.P) = 118.15' --N INV. (18" RC.P.) = 118.69' N INV. (18" RC.P.) - F: INV. (24" R.C.P) . 117.75' E INV. (24" R.C.P.) = 118.09' 125,17 126.07 W INV. (24" R.C.P.) _ 119.61' - --. 126,21 CATCH BASIN OLD WINTER GARDEN ROAD W INV, (24 R.C.P.) - 117,75' W INV. (24 R.C.P.) = 117.89 9.51' - -- - TOP OF LID ELEV. 25 ,4 � -- ---- � coNCREIF: MEDIAN 1277v (ALSO KNOWN AS PROFESSIONAL PARKWAY) 124.98 125 LANDSCAPING 26. 4 " - �_- � 126.66 x 126.90 x LANDSCAPING -N INV (18" RCP) _ 120 40' CONCRETE MEDIAN 125.63_ CONCRETE MEDIAN PUBLIC RIGH( OF WAY ��0� WI�IL) UNABI L 10 SEF EAST O WEST 125 -- 26.26 - - -_ 127' o VAR w - 124.79- - - _ - 27.36 ASS ASPHALT PAVED F OA VVAY LVVIOTI \/Ai���S� --- _SS_..-Ss_-SS.._SS—ss—ss= ss ss o ss- ss-- ss---ss„.STORM DRAIN MANHOLE - c _ STORM DRAIN MANHOLE -- s` — - - - RECORD - .- - " ss ssss ssss ss------° -._ � ss ss ss SS-.._ss-.._ss-... ss ss-... ss-.-ss-_-,S—ss—Ss F..ouND 4" X 4" CONCRETE MONUMENT-_127 TOP OF L..ID FIF:V. ss-.. SS ss ss �F( OFFICIAL ACCORD �CIF�� 642,5, PAGE /Z8J _-- __. SS SS ss ss_ s s - TOP OF LID ELEV. - 124.94 126 = 121.10' o --_ 124, P.R M, LB7934 � �N INV. (6" P.V.C.) = 117,38' POST N INV. (30" R.C.P.) . 114.25' 125' ----. ---- _._ VW ( W INV. (6' P.V.C.) = 116.50' _- -- 125./. S INV, (30" R.C.P.) 114.25 124.54 125.48 `V 126' -- 23.92 �26' 126 44 � 126.17 125 80 X - - --- - 127 2 w -- --- -- --- - _ - : � 1�7.17 8 CONCRETE SIDEWALK ---....... ----- ...-� _ --- --- --- ----- 6 8 C 0 N C R E TF. S I D E W A L... K SD T (� ... ..... __ ---------- -- STOP 8' CONCRETE SIDEWALK x 126.09 8' CONCRETE SIDEWALK 125' N POST - 127 26.78 ..._ 176 I W x 26.36 126 125 w W. W 124 Da o xE� x R - - - - - - - - - - - - - - - - - - - 125.4 x POST 12 .2 123 I - r,W - - - - - �- - - - - --- - - - - - - RW x I x 6 I --. - - - - - --"-" - --- - -- -- - - - - - - - - ---- -...- - X - - --_.- - ---- ----.- - ---- - - - - - - - - - - W - - -,� X _- ��6 -- 127 8 x- _ _ S / _ - �x -122' - x - x x 122 75 ,�. 'T ° I 20.. �� �� --- �24• 2,U `l,� 2'\ _ ._ o RC —USE MANHOLE FOUND NAIL & DISK rN' ^�" ,�`L I I xY xY �Y \\- `� SPEED LIMIT SIGN FOUND NAIL &DISK -122, P.R.M. LB 7954 WOOD SIGN q P.R.M. LB 7937 I J IT 4' BARBED WIRE FENCE IV -� �_ �� z� x / -.�- .�SI F: BENCHMARK 220010 ( 1�h `U xY� / 4' BARBED WIRE FENCE I I IF OUND 4" X 4" CONCRF:7E MONUMI NU O l BAR E:D WIRE FENCE NE1484794.98/i KFOUND 4" X 4' CONCRETE MONUMENTXV K 0 2" BRASS DISK P.R.M. LB7934 -� ( STORM DRAIN MANHOL7EF--�4' 6.24 W v 2 BRASS DISK P.R.M. LB7934 IS Vim- ,Vx. Ox xti x �L I X , X0, 4 X X O 'y >2s,------- WEPNVV (188„F' C P )) 1 117 69Y? xj FOUNDP. RNMAILI.B&�/ IS4 x x x I- I CATCH BASIN ,OF xOF V U x x x O OF LID ELEV- 2,4,94' �? � �V UY �?� VY x 5Y x VY Y xNV/ 5 Z I I E INV (2INV S" R.C.P.) - 118.60 E INVOIBRD ELA. MANHOLE 5 I xBV _ 5 x ti ti N, ti w TOP OF LID ELLA. V. 2 S 9 W INV. (24' RC,P.) = 118,60 HELLER BROS GROVES 5 tiU FOUND 4" X 4" CONCRETE MONUMENT x w S INV. (24" RCP) 7.03 x, HELLER BROS GROVES �25 HELLER BROS GROVES I ( I PARCEL NO. _' @BRASS DISK P.RM LB7934 o N PARCEL NO. PARCEL NO. I / o o I I o 0 29-22-28-4571-05-000 50 HK� �D � 29-22-28-4571-02-000 29-22-28-4571-01-000 % x x xLOT 5 ti a ( x LAKE LILY PROFESSIONAL CENTER x x S o LOT 2 Nx� N LOT 1 I CONCRETE w 1LZ I I SUBDIVISION FOUND 4" X 4" CONCRETE MONUMENT w IDxh xN� LAKE LILY PROFESSIONAL x LAKE LILY PROFESSIONAL I I( PAD Z PLAT BOOK 104, PAGES 30-32 2" [BRASS DISK P.R.M.LB7934 ^� xY� x CENTER SUBDIVISION CENTER SUBDIVISION 00 PLAT BOOK 104, PAGES 30-32 PLAT BOOK 104, PAGES 30-32 I CO/ v v D o Y o v o 0 o a `l`- Rx. ( ( x. Nx. tiY VY N 24.1 N X `B r �'�' �ti x' x� x x - x x x x x x I I x x x > x x HELLER BROS GROVES CF / xti FOUND 4" X d" CONCRETE MONUMENT U �Y x x PARCEL N0. 29-22-28-4571-06-000 / x ° ` Y xY ° 2" BRASS DISK P.R.M. LB7934 N; UY xY x x 72 ' LOT 6 I ( � � x U� xY X - _ - 124' - x LAKE LILY PROFESSIONAL CENTER SUBDIVISION I - I x VY xYo �`B x SI IFBENCHMA K I C O PLAT BOOK 104, PAGES 30-32 xV x FOUND 3" ALUMINUM DISK I r x x 124' - _ - "OC 1572-006' x. FOUND 4" X 4' CONCRETE MONUMENT - 0 0 0 o xo �v I BY X Bw CO,nN �� PURI_IC SOUTH BLUFORD AVE L B7934 x x x x x� x � Xx B x X x x � � i (WIDTH VARIES 123' - -FOUND 4" X 4" CONCRETE MONUMENT H x Bx- Bx. Bx �- 0 2" BRASS DISK P.R.M. LB7934 RIGHT OF WAY (VdiDiH VARIES) x ASPIIALF PAVED ROADWAY (WID ) I <D D PAT BOOK iO4, PAGES 50 32 x 2Q xCO B BO E b - - - - D _ �. SITE BENCHMARK j � � _� �� BB �. V �Z /hSTORM DRAIN MANHOLE / /� P:EtiE B�, / � NE INV (24" R - C., Vxx 3 MITERED FEND S��CTION � � x ETOP OF l D FI FV. _ 123.38' / V ` x x 3 6T xN INV. (24" RCP) = 115.60' /�\\ xE INV. (30" H C .) 4 61'XxVU . x SW INV. (36" R.C.P) = 114 48' o / NY FOUND STRADDLE MANHOLE \ -- \ \ / I //- - -_ _ _ xV _ B. x'T.5 x NT K / N // /xN LS 2617AV✓1�_R- xN� xtix x o V o x ` xN, / / V I - - 12 - - \ V 118 E� x 0 x x x x OP OF LID E ER MANHOLE \ \ \ \ / i� xN ° - - �fV ti xo k x I N INV 6 P.V.C. 6.4 \ \ \ \ \ x 11T � �� x x '� xY x. x- Bx. xY x0 x / / SANITARY SEW 1 A V o > 120•�, a �� I I / S INV. (6' P.V.C.) = 116.59, x ID \ \ \ \ DLO, �� 115 116' Y10 ` >c� _ X / / / / 122' - ti �tiNx BB X \ -122, / / 1CO �-x/� �� > �� BV x X X x`L2U U Y xo / / � xx' x°j `B STORM DRAIN ELEA. \ \ \ / Al N TOP OF 6" P.V.C. 114,83'-� �' , x Bx. M I I 0 - x. xN 119 W� x x x tix x \ x x - x x xN„�..�. �- 0 `L xN � x '"�- S[�' INV. (12 F2.C.P.) 116.82 0. x x I �/ x W I INV, (2 - —� \ X �0 �( o B7934 ALUMINUM HEADWALL � (24" R.C.P - 114X 4° CONCRETE MONUMENT 81' W 1 - FOUND 4" x x x o xB HELLER BROS 1G / ' P.R.M. L R.0 P. - 11 4.5� x x I -122' I I HELL PARCEL S GOROVES xti GROVES / / / x ( ti� 29-22-28-4571-04-000 PARCEL N0. / x > N ,� � 1 x. �Yx , 11T hx / > � Axro- 21'- x ( / 1 x _ c� S- x x D ( ( x x LOT 4 xY LOT 3 tix /� O x x x x� \ \\, ` o ti LAKE LILY SUBDIVISION CENTER ti 29-22-28-4571-03-000 // 1� 2 TOP OF 6" P_v.C. 4.78' o, \\x U `bW �" Bx- ( ` �� xA LAKE LILY PROFESSIONAL CENTER / x. x X X �_ O' � x I PLAT BOOK 104, PAGES 30-32 / K � � SUBDIVISION , PLAT BOOK 104, PAGES 30-32 / FOUND 4" X 4" CONCRETE MONUMENT -��� R / `� WA P.R,M. LB7934 FLOOD HAZARD ZONE "AE' x� — -iz , ��� T (v xti` /`` v PER FIRM MAP NUMBER x ° I x \ 12095CO220F x `� x x x 'x V x ( Y /� I AKF I ILI Y ' X x MAP REVISED 9-25-2009 116' 1x1 - — 1 xti`� / / x WATER ELEv. = 114.3a' (SEE SURVEY NOTE NO. 20) x xv '� v' x xR o / / COLLECTED ON 04/07/2021 x \` i � T/ o U x Ox / xxY FOUND 4" X 4" CONCRETE MONUMENT x x 120, x x B 1 / X� / P.R.M. LB7934 Yb �b x � i x X , � (K � � ,r x � 0 ix - - xlb Yx x X \ / / / >0 ------FOUND 4" X 4" CONCRETE MONUMENT P.R.M. LB7934 T / x x // �� 1156 ADVENIR AT THE OAKS, LLC OFFICIAL RECORD BOOK 4003, PAGE 1381 FLOOD HAZARD ZONE "AE" PER FIRM MAP NUMBER I %JZ7 0220E REVISED 9-25-2009 >URVEY NOTE NO. 20) N C: / / xT x x Lj FOND WAFER ELEV. = 115.94' p x / / / x COLLECTED ON 04/01/2021 vx0 / xLJ 0C OM xG // X / L/ / / / / i P R MSLB7934 CONCRETE MONUMENT w X xx / J / x �C I x o ID x by {RIP RAT'/x b, MATCHLINE "C" - SEE SHEET 203 V �.T� x / /h w / / x� X / V / CITY OF OCOEE x / OFFPAIGE 1AL R91 ORD BOOK 4264, U" - - - - - xx `/� '�0/ v / x WEST END PROFESSIONAL PARK PROPERTY OWNERS ASSOCIATION INC �+ RIP RAP " PARCEL NO. 29-22-28-9169-00-002 Y a°� xxo�x o <DY � TRACT "B" LOT 25 LOT 24 xo xx CONSERVATION AREA RY,� � LAKE LILY OAKS � LAKE LILY OAKS x N 118 x - x / DRAINAGE EASEMENT V PLAT BOOK 27, PAGE 142 PLAT BOOK 27, PAGE 142 xq . 5. o h /oo WEST END PROFESSIONAL PARK UNIT 1 X E o xx6 xq I Xx / PLAT BOOK 34, PAGES 139-141 _ w x 4 x �o x CF 119, Y `V Nx. x g' x xx 0T /I — Ax Nv�D _ 120' _ - I � v, CID. xx0 FOUND 4"X4" CONCRETE.. MONUMENT x X � FOUND 4' X 4" CONCRETE MONUMENT x I PRM 3' 68 B B L 721 / N 1.33' i OCOEE 16 LOCATED IN REVISIONS PROJECT No. 210053 DRAWING No. FORE PROPERTY COMPANY No. DATE BY DESCRIPTION SURVEY By MCOCKMAN SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28 EAST A - - V202 ", Diversified Al 202105 OS S.MANOR ADDRESS LEGAL COMMENTS, ADDITIONAL TOPOGRAPHIC DATA SURVEY DATE 2021.APR.07 ADD ALTA N DRAWN BY K.LOVE CITY O F O R LA N D O A2 2021 05 18 S MANOR _ ADDRESS TABLE REQUIREMENTS, REMENTS REVISE LEGAL DESCRIPTION ADD DESCRIPTION LINE CALLS DRAWN DATE 2021 APR 21 SHEET 489 STATE ROAD 436 (SUITE t171 BOUNDARY & TOPOGRAPHIC SURVEY AB 2021DS25 RTRAVIS a CASSELBERRY,FL,327°7 _. - S T -EQU '- --- - _-...._ON, _-_- _ �" PHONE STATE ROAD 436 I FAX E 117 1 ,6541 CASSE ORANGECOUNTY, FLORIDA A4 2021.06.08 B. ALEXANDER ADD ACCESS NOTE, REVISE CERTIFICATION REVIEWED BY R.TRAVIS 4 OF 5 WWW LSSURVEYOR.COM INFO@LSSURVEYOR COM AS 2021.06.09 S.MANOR UPDATED TITLE COMMITMENT APPROVED BY S.MANOR PROFESSIONAL SURVEYOR &MAPPER BUSINESS LICENSE LBtt7829 I -__ I' WEST END PROFESSIONAL PARK PROPERTY OWNERS ASSOCIATION INC x / x PARCEL NO. 29-22-28-9169-00-001 N O' x x TRACT "A" X W �ti STORMWATER MANAGEMENT AREA x xx" x DRAINAGE EASEMENT / x x I M WEST END PROFESSIONAL PARK UNIT 1 x x / I PLAT BOOK 34, PAGES 139-141 POND WATER ELEV. N o = 115,94' ( � COLLECTED ON 04/01 /0021 xx1 x ih co x N I of O xH, O. x9. 0 ,x 1 ma x x`L x� x x /• �O - / / xi N x x N x�� IS, / �ti N x' x I x \ K x M x /TRIP RAP/x / 3�D co vti' x MATCHLINE "B" - SEE SHEET 201 MATCHLINE "C" - SEE SHEET 202 x /' /'/ x x �� -�i9 Wx x Xh / — _ xLx x xo�� , /x � / co I x �'�� x w ✓ / / �O N x / / �� I N �� 7 x b // x N x ?a, 4 x 123.7 cn! ( I I x x x`b 0 x y x x / x 9 I S. ENCHMARK xx x0 - x xxb / �� SET X' ON N RIM 'A -12 x/ -„ / �D. v v b1 ELEV. = 123.29' O x2 xV xU, � 1 M_ WEST END PROFESSIONAL PARK PROPERTY OWNS x x0, N J --SANITARY FR MANHOI F_ 19' x - q� o RIP SAP PARCEL NO. 29-22-28-9169-0t TARY SF W'� / \ @A I TOP OF LID ELEV. - 123,18' x x. O x q xx° xU / i P N INV. (12' P.V.C.) = 109.09' xti x- x M TRACT "B" x x 120' xx x Y)x� CONSERVATION AREA \ Tx SW INV.(12" P.V.C.) = 109,05' H xb' x` I / x< MONITORING E EV P 3. 04'_/ I �I � ti v Ox V � x � 1�$ x � i x � � DRAINAGE EASEMENT 1 WEST END PROFESSIONAL PARK I x r x xx xx xx xW PLAT BOOK 34, PAGES 139-1 x x2, xC x x. x A,. 2, b x x x x i� x \ Xti x S) x -119' x xxb C i — ti x FLOOD HAZARD ZONE "AE" �_ xti - - x _ I o° - - > ,� � x� � PER FIRM MAP NUMBER xtix x� Xu x � 120 _x�� / FOUND 4"x4" coIVCHF:TF: MONUMENT x0. xHx x 12095CO22OF x x I I FOUND 4" X 4" CONCRETE MONUMENT x x xti MAP REVISED 9-25-2009 xx� o PRM LB 68 / x x (SEE SURVEY NOTE NO. 20) xti x i N 1.33' _. h �v' � U � x x� x x� _ 121'_ , xX � , u� I x xoW xV I 6' CHAIN LINK FENCE x x- tix- C x x,xx 2x HO x x x� X NX> X� ® x' I I x° x x I x 4) xtix x� MONITORING WELL PZ-OS MON(IORING WELL P7-07� I x x x TOP FTTV=121.90' X x TOP ELEV=121.69' I I Y 2 O� O h x E I x x x,LO x x2' x`y`L xco `3 xrLx W x� rn x. x x t� O 'x2' x�x x �o x- x _� ?• ri x xx 'b 7 26 1: x � x * I 1.4 72 25,� O NT x 1 J O �' x X O K x X � x� x r\P% I xH\- X x x x� ^'D ^�D O D x x x x� x x 'b x x� xx x '�. x xh x`Lx II x W 23. O X x x I o. xOU x xx 3 6' CHAIN LINK FENCE ° SPEED LIMI1 SIGN x° x xx x N �2\ �� CAMERA POLE C x� c' x� x x x IT CONTROL BOX xx x 0 xis D' x R x � 9 x O �� S x 727' O O`L R ' 1 o xE x `LO � C ti `L 7 xx- x- x2' oF x b EM x x xx� x x x x xx� xOx � x R x x O x 4 5 ° x (� x x hx `L x x FXI1 267A 267B SIGN O p, X x WOOD co SIGN xo A o ,> VMONIUOAINA 'O'R� S �x x xxTOP ELEV 5 ��� ix � � X Cc X 1 .1 L.L 4 P3-08 4s, Q �526 x O O 6 CHAIN LINK FENCE vT�RN2� x 0, �<D ,�� �aoE��� lbx x x x i x 6' CHAIN LINK FENCE �° \ x � �t` ,T �x� MONITORING WFLI.._ PL-06� x`.D 2 � x x0 Lx x0 TOP ELEV=123.97' 4 xx x xx �� 2 21 x x� r`Vco y� Sx x ti �OM7QR/�S 3 1 xE x ` x x W , x 6 x. x x ,7xE xV , x x0 x x x 017 I A xx x`Xx DOT/STATE OF FLORIDA-TURNPIKE ENTERPRISE x x 0 ,. PARCEL NO. 29-22-28-0000-00-113 x oL0 x Ox O �� x xV,x' � � NOT PLATTED \ x STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION � WOOD SIGN V co IV i OFFICIAL RECORD BOOK 8737, PAGE 509 01 X x �N�0) x x� x x`1 x`o C � rox �O 5 x2, x �`. x° — — — — x — — x — x- - — — — — — — — — — — — — — x —- cL ASS 2R. 00 x `Lx x xVh h \ x SITE F3FN�.HMARK 220021 Xx N 1 5 51016.31 x A xxW ..� x F 483F_-, � x 2j� � 1.6 A TF_LF V 12t89 `x ��i• FL-x FOUND 5 8" IRON ROD & CAP x x BE LB 6868 xX O O X 6' CHAIN LINK FENCE x 0 10 �I x x b ^ x x �i \ -x� 2�, /2p" xD x x �o O x xxc w \ \ xx0 1.6 x FLOOD HAZARD ZONE "AE" x� xxo \ \ PER FIRM MAP NUMBERLl 12095CO22OF 1p 43 MAP REVISED 9-25-2009 x \ \ 10 (SEE SURVEY NOTE NO. 20)xxl\ v \ \ �'�'u• xxx A \ \_qIT \ \\ \ \ \ \ OCOEE 16 LOCATED IN REVISIONS PROJECT No. 210053 DRAWING No. FORE PROPERTY COMPANY No. DATE BY DESCRIPTION SURVEY BY MCOCKMAN SECTION 29, TOWNSHIP 22 SOUTH, RANGE 28 EAST A - - V203 Diversified Al 202105 OS S.MANOR ADDRESS LEGAL COMMENTS, ADDITIONAL TOPOGRAPHIC DATA SURVEY DATE 2021.APR.07 ADD ALTA N DRAWN BY K.LOVE CITY O F O R LA N D O A2 2021 05 18 S MANOR _ ADDRESS TABLE REQUIREMENTS, REMENTS REVISE LEGAL DESCRIPTION ADD DESCRIPTION LINE CALLS DRAWN DATE 2021 APR 21 SHEET 489 STATE ROAD 436 ( SUITE 11711 BOUNDARY & TOPOGRAPHIC SURVEY A3 2021.05.25 R TRAVIS a CASSELBERRY, FL, 327°7 _. - ----. --_--. '...._...._-._- � PHONE 407.681.3836FAX 407.681.6541 ORANGECOUNTY, FLORIDA A4 2021.06.08 B. ALEXANDER ADD ACCESS NOTE, REVISE CERTIFICATION REVIEWED BY R TRAVIS 5 OF 5 WWW LSSURVEYOR.COM I INFO@LSSURVEYOR COM AS 2021.06.09 S.MANOR UPDATED TITLE COMMITMENT APPROVED BY S.MANOR PROFESSIONAL SURVEYOR & MAPPER BUSINESS LICENSE I LB#7829 LANDSCAPE LEGEND & NOTES MAINTENANCE TRASH/RECYCLE ULU VVIN I CK UAKUCN KU. ...,,.,. n�.,e.._ .. ,.. ......... ......m. ..... .. .:�, rzrz Woo ���� rr � ,,,,, , ,,, ,,,,,rzrz .. ,, , .. CARRIAGE 1 OLD WINTER GARDEN RD. I LA-203 oe I POND LA-204 I CARRIAGE 3 PROPERTY LINE MATCHLINE • LANDSCAPE ARCHITECTURAL PLANS DESIGNED IN COMPLIANCE WITH THE CITY OF OCOEE CODE OF ORDINANCES AND THE LAND DEVELOPMENT CODE (LDC). • LANDSCAPE DESIGNED IN COMPLIANCE WITH LDC ARTICLE VI - DESIGN AND PERFORMANCE STANDARDS, PART 6-10 - LANDSCAPING. • LANDSCAPE IN ACCORDANCE WITH THE PROVISIONS OF THE OCOEE ARBOR AND LANDSCAPING ORDINANCE. • PLANTS ARE CHOSEN FROM THE APPROVED PLANT LISTS PROVIDED BY THE CITY OF OCOEE STAFF FORESTER AND/OR HAVE BEEN SELECTED FROM THE PLANT TABLES IN THE'FLORIDA FRIENDLY LANDSCAPING PATTERN BOOK USDA HARDINESS ZONE 913'. • REQUIRED LANDSCAPE OR SCREENING BUFFERS ARE IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10A. • LANDSCAPE AND BUFFERS ARE DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10C, AND INCLUDE ALL REQUIRED INFORMATION. • REQUIRED LANDSCAPING HAVE BEEN SELECTED, DESIGNED, AND INSTALLED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D. • VEHICULAR USE AREAS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D(1) FIGURES F AND G. • ALL PLANTS SHALL CONFORM TO STANDARDS FOR FLORIDA GRADE #1 OR BETTER ACCORDING TO THE CURRENT EDITION OF 'GRADES AND STANDARDS FOR NURSERY PLANTS'. • MULCHES SHALL BE A MINIMUM DEPTH OF TWO (2) INCHES AND A MAXIMUM DEPTH OF THREE (3) INCHES. • ALL COMPACTED SOIL MUST BE TILLED TO AT LEAST 6 INCHES. • ALL SHRUB AND GROUNDCOVER AREAS, AS WELL AS TREE RINGS, ARE TO BE MULCHED AND INSTALLED PER GREEN INDUSTRY BEST MANAGEMENT PRACTICES AND UTILIZE FLORIDA FRIENDLY LANDSCAPING PRINCIPLES. ■© ■I© ■0 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 PROJECT LAKE LILLY 1 ? 1 T PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: OVERALL SITE PLAN SCALE IN FEET: 1" = 80'-0" [Aim 0 0 �� m m m �m CONSULTANT: JOB NO.: 1131. Z 1 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION 0 06/11/21 RESPONSE TO COMMENTS 0 0 0 0 0 0 0 0 O� SEAL: �C) a� �o o DAVID A. PERRY j RLA L.A. NO. 0001538 DATE: SHEET NO.: LANDSCAPE SPECIFICATIONS 1) The landscape contractor shall be responsible for adhering to all requirements stated as outlined herein and on the landscape drawings. 2) The scope of work for the landscape contractor for this project shall include the provision of all labor, materials and equipment required to complete all tasks associated with the landscape and irrigation installation as shown on the drawings or noted herein. The landscape contractor is responsible for coordinating with the general contractor reasonable access to power and potable water sources as required. 3) The landscape contractor shall be responsible for ensuring all work (including delivery, storage and disposal of their materials) is performed in compliance with applicable jurisdictional codes. 4) The landscape contractor shall assign a qualified project manager and field supervisor to work directly with the owner's representative and supervise the work at all times through final owner acceptance. It is the contractor's responsibility ty to ensure that project manager has a complete current set of documents on -site at all times. 5) The landscape contractor for this project must be able to document a minimum of five (5) years of comparable experience in the installation of plant material for projects of similar scale, intensity and quality. General contractor must submit documentation to owner's representative for approval prior to bid award. 6) The landscape contractor shall be responsible for familiarizing themselves with existing site conditions and notifying the owner's representative in writing of any concerns prior to commencement of work. This evaluation should include, but is not limited to, verification of surface and subsurface utilities, grades, dimensions and soil conditions. 7) The landscape contractor shall be responsible for familiarizing themselves with project plans and scopes of work related to associated trades to be performed by others in order to identify key coordination items including, but not limited to, site access, material storage, scheduling and sequencing of work. The landscape contractor is responsible for coordinating all site issues with the general contractor. 8) The landscape contractor shall be responsible for the protection of all adjacent work, materials and equipment from damage due to their activities. The landscape contractor shall be solely responsible for any damage or injury to person or property that may occur as a result of the execution of their work. 9) The landscape contractor shall be responsible for maintaining the area, materials and equipment within the limits of work in a safe, neat and orderly manner. Excess materials and debris are to be removed from the work area no less than daily or as directed by the general contractor. 10) The landscape contractor shall be responsible for maintaining work activities within the limits of work and performing work at times, and in a manner, as prescribed by the general contractor. 11) The landscape contractor shall coordinate any excavation in the vicinity of pre-existing or newly installed utilities with the general contractor. It is the responsibility of the landscape contractor to notify the owner's representative a minimum of 48 hours prior to digging for field verification of all underground utilities and other elements. The contractor must coordinate with the general contractor prior to initiating operations emergency repair plans and any possible service interruption(s) on -site and off. The landscape contractor shall bear the sole responsibility of any damage to subsurface utilities caused by their work. Return of services to off -site areas (if any) must be immediate. 12) the landscape contractor must take precautions to protect all existing site roads, parking lots, curbs and utilities from damage. This applies not only to the area within the limits of work but also along any local access roads or roadways internal to the project. 13) The landscape contractor shall provide all necessary safety measures during construction operations to protect the public according to all applicable codes and recognized local practices. 14) The landscape contractor shall coordinate with general contractor to ensure that temporary erosion and sedimentation control measures (silt fence, geo fence and/or other measures) are installed prior to beginning excavation. 15) The landscape contractor shall be responsible for the maintenance of all plant materials and the planting areas until final acceptance by the owner's representative. 16) The landscape contractor is responsible for the agronomic evaluation of soil characteristics. Evaluation must include chemical analysis by a qualified agricultural soils testing laboratory. Soils sample should be taken immediately following completion of rough grading activities and should be collected at a rate of one sample for each 10,000 square feet of impacted area, or a total of six, whichever is greater. At a minimum the chemical analysis of the soil should consider the following: A. Percentage of organic matter B. Salinity C. pH D. Lime content E. Mineral nutrients including concentrations of nitrogen, phosphorous, potassium. Calcium, magnesium, iron, zinc, manganese, copper, sulfur and molybdenum. F. Potential hazards or impediments for plant growth including salinity, sodium chloride, boron, impaired soil structure or drainage. G.Sand fraction analysis as a percent passing through it, 1-1/4" and no. 200 sieves. H. Percolation rate in inches per hour. The analysis should also include specific recommendations to the owner's representative for any amendments and backfill mixes for optimal plant growth to be made to the soils prior to planting. The contractor should include the cost of this soil testing in their base bid as well as the basic backfill mixes specified herein but should include any anticipated cost for soil amendment. The contractor is to provide the owner's representative with copies of all soil testing results. Submittal documentation must also contain a graphic site plan depicting locations and depth from which each sample was drawn. 17) Soil preparation is to include the following fertilizer with the understanding that soil mix design may need to be adjusted based on outcome of agronomic testing A. Trees, 100% site soil with 5 lb. Triple super phosphates per cu. yd. B. Shrubs, 100% site soil with osmocote controller release fertilizer (14-14-14) per manufacturer's recommendation. 18) Should owner's representative and contractor agree with the recommendation of the testing agency to further amend the soils the contractor's contract will be adjusted accordingly. The contractor shall be required to submit samples of amended soils to be re -tested to confirm compliance with recommendations following the same procedures as the original tests. 19) The landscape contractor is responsible for confirming the availability of all the specified plant materials within two (2) weeks of project award. All requests for substitution due to lack of availability must be made to the owner's representative in writing within this period. No substitution shall be permitted without prior written approval from the owner's representative. The contractor is responsible for exhausting all means possible to obtain the materials as specified prior to requesting substitution. In order to be considered by the owner's representative as viable, alternate plants must share the same general appearance/form, installation size, mature size, color, quality and growth habit. Materials must be offered at no additional costs to the owner. 20) The landscape contractor is responsible for confirming the quantities of each plant material required to adequately cover the area shown on the landscape plans at the prescribed spacing and notifying the owner's representative immediately of any perceived discrepancies for resolution. 21) The owner's representative will not review any change order requests from the landscape contractor related to 'extra' work performed without prior written authorization from the owner's representative. 22) The owner's representative reserves the right to review and approve all plant materials, including sod, at their source nursery with the landscape contractor prior to delivery to the job site. It is the responsibility of the landscape contractor to coordinate and schedule all nursery trips with the landscape architect or owner's representative a minimum of two weeks prior to the schedule date for material delivery for shipping. The landscape contractor is to provide a minimum of one week to the owner's representative for all trips. The owner also reserves the rights to have the nursery review of material or to provide approval through review of photographs or representative samples. 23) All plant material suppliers, including sod, for this project must be able to document a minimum of five (5) years of experience in the specialization of growing and cultivation of comparable materials as specified for this project. Contractor is responsible for providing documentation to the owner's representative for approval prior to procuring material. 24) In preparation for the delivery to the site the landscape contractor shall only prune branches or roots after notifying owner's representative. Pruning should only be preformed as required to assure safe loading, shipping and job site handling. In no case can any tree be topped. Prior to shipping all trees should be sprayed for insects and fungus as well as a foliar anti-dessicant. 25) Balled and burlap trees should be dug and prepared for shipment in a manner that will not damage roots, branches, shape and future development after planting. Trees should be root pruned 30 days prior to digging and hardened off at the nursery for a minimum of 30 days prior to shipping. In addition to rootball irrigation the nursery should provide overhead mist irrigation for the duration of this period. The product received on -site should have a firm ball with natural soils. Dried, cracked or broken rootballs will not be accepted. Rootballs should be sized at a minimum dia. Ratio of 12" of rootball for each inch" of tree caliper. 26) The landscape contractor is responsible for the preparation of soils within all planting areas inclusive of providing all imported soil materials, soil amendments, soil conditioners and fertilizers as required. 27) The landscape contractor is responsible for scheduling deliveries of sod so that all deliveries to site will be installed no more than 24 hours from the time it arrives on site. The amount of sod delivered to the site at any one time should not exceed the amount that can be laid under these time constraints. 28) The landscape contractor shall exercise care in the placement of sod. Sod should be laid with staggered rows running parallel to slope contours. In slope situations, begin sod at base of slope and work uphill, all sod should be rolled and fertilized with a granular 16-4-8 fertilizer five days after planting. Newly sodded areas shall be kept moist for the first week after planting after which a watering rate of 2" per week, including rainfall, should be sufficient. 29) The landscape contractor is responsible for eradicating weeds within the limits of all planting areas prior to beginning landscape installation. Perennial weeds and grasses to be removed include, but are not limited to, nut grass, puncture vine, morning glory, dog fennel, torpedo grass, Bermuda grass, Bahia grass, kikuyu grass, crab grass, carpet grass, sedge and other noxious and/or invasive weeds. The site is to be maintained weed free throughout planting operations. 30) The landscape contractor is responsible for pre -tillage to scarify soils in all planting areas to a minimum depth of 4". Densely compacted areas between 85% and 90% are to be cross ripped to a minimum 8" depth. In the process of tilling are unacceptable materials including, but not limited to, foreign debris, construction waste, roots, concrete, asphalt and rocks greater than 1/2" diameter on average. In areas to receive sod till in fertilizer to a depth of 2" at a rate of 12 pounds per cubic ft. 31) The landscape contractor shall provide the owner's representative with one quart, sealed and labeled bag of soil from same location that test samples here drawn. The owner reserves the right to obtain secondary analysis to confirm test results at their expense. 32) The landscape contractor shall provide the owner's representative with one quart sealed and labeled bag of any imported soil material amendment or conditioner used in the preparation of the planting areas. 33) The owner's representative reserves the right to review and approve all plant material at the job site prior to installation to ensure that the delivered state of the materials is in compliance with the material specifications contained herein. In the advent that delivered material does not comply with the project requirements the owner reserves the right to reject such materials and require the landscape contractor to remove and replace rejected materials at no additional cost to the owner. The landscape contractor shall remove rejected plants and materials from the project area and replace with acceptable materials. 34) The landscape contractor shall provide the owner's representative with record copies of all shipping receipts for all materials, including plants and sod, delivered to the project site. Delivery of all fertilizer and soil amendment materials must be in original, unopened container's bearing manufacturer's guaranteed chemical analysis, name, trade mark and conformance with state law. 35) The contractor shall store all materials in an area to be determined by the owner's representative. All excess stored materials must be removed prior to final acceptance from the owner. 36) The landscape contractor shall be responsible for staking all plant materials in the field in accordance with the landscape plans for approval by the owner's representative prior to excavation and installation. The landscape contractor shall provide stakes or flags to indicate locations of individual trees whereas all shrub and groundcover materials must be laid out in their containers with the appropriate spacing for owner's representative review and approval. The owner reserves the right to make field adjustments to plant layout as part of this review. Failure by the landscape contractor to obtain layout approval from the owner's representative prior to installation may result in the removal and reinstallation of materials by the contractor at no additional costs to the owner. 37) All plant material shall meet or exceed the requirements for Florida No. I quality in accordance with the grades and standards for nursery plants published by the state of Florida, Department of Agriculture, current edition. All plant material is to be sourced from a nursery unless specifically noted to be collected. 38) All plant material sizes specified are minimum sizes at time of installation. All container and tree caliper sizes are minimum. Container or caliper size may be increased if necessary to provide overall plant size specified. Material height and width specified in landscape schedule is based on branches in their normal position. Specified caliper is to be measured at a point 12"' above the ground. 39) All plant material must be delivered to the project site and installed in good health, free of pest, pest eggs, fungus and disease. Root systems shall be vigorous and fibrous, filling the container but shall not be root bound or exhibit spiraling roots. Verification of the health and vigor of all plant material is the sole responsibility of the landscape contractor. 40) The irrigation system is designed to maintain an established landscape. The contractor shall not rely on it as the new material's sole source of water. The landscape contractor shall be responsible for providing supplemental irrigation through hand watering or other means (including temporary drip, water wands and soaker hoses) to help establish the new and salvaged material. The contractor should continue to monitor the moisture content for all trees and shrubs. Use care to avoid creating large holes water jetting. 41) The landscape contractor shall refer to the following references in determining compliance with best practices: A. Florida Nurserymen and Grower's Association (FNGA) standards. B. Florida Turf Grass Association's (FTGA) standards. C.Florida Department of Agriculture, Bureau of Plant Industry, "Trades and Standards for Nursery Plants", latest edition. D. "Cabling, Bracing and Guying Standards for Shade Trees" as published by the national arborist association (NAA). E. ANSI A300 1995 Standards as established by the Tree, Shrub and Other Woody Plant Maintenance Standard Practice. F. ANSI, Z60.1-American Standard For Nursery Stock. G."Standard Plant Names" as established by Hortus III. 42) The owner's representative refers the right to defer any and all review responsibilities related to landscape to the project owner's representative or other authorized agent. 43) The contractor is responsible for protecting and maintaining all plant material to remain within the limits of construction as indicated on the plans. Existing trees to remain shall be undisturbed and protected by barricades erected at the perimeter of the tree drip line. No vehicle shall traverse this area nor shall any storage of materials or equipment be permitted within this protected area. The contractor shall bear the sole responsibility of replacement for any damage to protected materials caused by construction activity without additional costs to the owner. 44) The landscape contractor shall be responsible for establishing and maintaining the stability and plumb condition of all installed plant materials until receiving final acceptance from the owner's representative. The contractor shall be responsible for replacing any plant material which is damaged due to inadequate guying or staking, at no additional cost to the owner. The contractor shall remove all staking materials the end of the warranty period and dispose of properly offsite. 45) The landscape contractor shall grant the owner the following warranty for a period of one year (365 days) from the date of final acceptance for all trees, shrubs and groundcovers. The warranty period for sod shall be six months (180 days). It is understood that the warranty is to be inclusive of all labor, materials and equipment necessary for the replacement of any plant materials required. Warranty is intended to cover defects and unsatisfactory growth caused by no fault of the owner. During the warranty period the landscape contractor shall make every reasonable effort to replace any dead, dying or diseased material within a period of 15 working days. 46) Should the landscape contractor be required to replace any damaged, diseased, dying or dead plant material it is understood that the replacement material is to be of the same species, size and quality as that originally specified and approved by the owner's representative. Replacement with alternate materials will be permitted only with prior written approval from the owner's representative. The contractor will be responsible for the removal of all materials and leaving the impacted area clean following any remedial action. 47) At the end of the warranty period the owner reserves the right to have the contractor replace any declining material or request an extension of up to ninety (90) days on any specific material. 48) The landscape contractor shall install plant materials using the best horticultural practices: A. Protect plant material from damage during delivery, staging and installation. B. Do not begin installation of shrub and groundcover materials prior to completion of irrigation installation and finish grading, C. Do not install plant materials in winds in excess of 30 miles per hour. D. Do not install plant material if deemed site conditions will impede the ability of plant material to thrive without notifying owner's representative of concerns prior to installation. E. Perform all work in accord with all applicable laws, codes and regulations inclusive of all permits and inspections required by federal, state and local jurisdictions. F. The use of cables and chains for the lifting of trees is prohibited. Trees are to be lifted using nylon straps a minimum of 4" in width. Wrap trunks to protect from scraping and scarring. G.The 'choke' strapping method for lifting trees is prohibited. H. Do not drop plant material. I. Limit the amount of plants to be installed per day to those that can adequately be watered in the same day. J. Carefully remove containerized plants from their cans to avoid breaking the rootball. Containers should only be removed immediately prior to installation and plants should be immediately watered after placement. K. Remove burlap and cut steel baskets from at least the top third of the rootball for all B&B material. Remove wire baskets to a minimum depth of 18". L. Plant material must be installed at correct elevation in relation to finish grade as indicated on the planting details after settling. Plants set at incorrect elevations will need to be raised or lowered accordingly at no additional cost to the owner. M.Set fertilizer tablets on top of rootball for all trees laid out for planting to allow owner's representative to confirm correct amount. Set tablets at depth equal to the rootball when installed. N. Planting pits for trees and shrubs must be excavated to the dimensions specified on the planting details. Following planting area immediately surrounding plant is to be tamped firm and use water jet technique to remove all air pockets repeating as required. O.Apply reweating agent to the surface of all plant pits for trees and shrubs per manufacturer's recommendations. P. Apply mulch in even layer to depth shown on detail. Do not place mulch without the approval of the owner's representative that weed removal and fine grading requirements have been met. Q.Continuously monitor status of installed materials and make modifications, clean-ups and replacements as required. 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 PROJECT LAKE LILLY PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: LANDSCAPE NOTES AND SPECIFICATIONS SCALE IN FEET: N/A CONSULTANT: JOB NO.: 1131.21 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP 10+ SEAL: 5C) aC �O fN*` DATE: SHEET NO.: DAVID A. PERRY / RLA L.A. NO. 0001538 LANDSCAPE SUBMITTALS REQUIRED LANDSCAPE MATERIALS LANDSCAPE OBSERVATION SCHEDULE 1) The landscape contractor is required to submit each of the following to the owner's representative for review and approval a minimum of ten (10) days prior to beginning work: A.Documentation of landscape contractor's qualifications. B. Documentation of landscape supervisor's qualifications. 2) The landscape contractor is required to submit each of the following to the owner's representative for review and approval a minimum of thirty(30) days prior to intended date of use: A. Documentation of plant nursery qualifications. B. Test reports and recommendations from certified testing labratory. C. One quart samples of existing site soil from each sample area. D.One quart samples of each soil amendment (if any). E. One quart samples of each amended soil (if any). F. One quart samples of each mulch type specified. G.One quart sample of peat. H. One quart samples of each backfill mix. I. One quart sample of any imported fill material. J. Manufacturer's product data and recommended application rates for all fertilizers. K. Test reports from certified laboratory on amended soils. L. Manufacturer's certificate of chemical composition for all fertilizers including percentage and derivation of nitrogen, phosphorus, potassium and micro -nutrients. M.Written documentation of weed control program. N. Propose sequence and duration of installation by zone. O.Written plan for emergency utility service repair. 3) The landscape contractor is required to submit each of the following to the owner's representative for review and approval a minimum of ten days prior to final walk through: A.'As-built' record documents of installation (3 sets) identifying any deviations from construction plans. These plans are to be updated by the contractor at least weekly throughout the construction period for informal progress review by the owner's representative. B. Written recommendations for ongoing maintenance program (3 copies). C. Release of lien form from the landscape contractor as well as similar forms from all suppliers, vendors and/or subcontractors they utilized on this project. Note: final payment will not be authorized prior to receipt of this documentation. FINE GRADING NOTES 1) The landscape areas within the limits of work should be rough graded to within +/-.10' of finish grade in shrub areas and +/- 0 .20' in sod areas prior to beginning plant installation. 2) Finished grade in planting areas shall be held be 2' below the finished elevations shown for all adjacent hardscape surfaces. 3) All fill required shall be clean, well draining soil. Fill shall be clean and free of all material harmful to plant growth and deleterious material such as rocks (larger than 2" dia.), compacted clay, concrete, road base material, roots, branches, etc. 4) Final contouring within planting areas shall be hand raked to provide smooth, continuous arcs even in transition and void of depressions and surface irregularities. Repair any scarring caused by erosion during the course of construction. 5) The landscape contractor is to ensure that their work does not adversely impact established or projected drainage patterns. 6) Grading in all planting and hardscape areas of the project shall positively drain to drainage structures indicated on the site grading and civil engineering plans. 7) The landscape contractor is responsible for maintaining grade stakes and bench marks established by others until authorized by the general contractor for removal. 8) The landscape contractor is to perform sample percolation test by excavating tree pits to their full depths and filling completely to finish grade. Pit should drain to'/2 depth within two hours and entirely within eight hours. If pits fail to satisfy these requirements the landscape contractor must notify the owner's representative immediately. 9) The landscape contractor is to remain vigilant in identifying conditions that could adversely affect ability of landscape material to thrive. Conditions to be monitored include but are not limited to, the presence of rock, rubble, road base, construction debris, impermeable soils, chemical spills and wash -outs. 10) Should the construction dictate that any tree be installed prior to the completion of the rough grading activities the landscape contractor shall on a surveyed elevation based on a confirmed benchmark to set the tree(s) with the correct relationship to finish grade. 1) Aluminum sulfate, suitable for horticultural purposes, shall be recognized manufacturer's standard, commercial grade. 2) Anti-dessicant, 'Wilt-Pruf, 'Dowwax', 'Foligard' (or equal) apply be manufacturer's recommendations. 3) Burlap, burlap used in all 'B&B' nursery stock must be of 100% biodegradable, natural fiber per ANSI Z-601. Absolutely no synthetic fabric (i.e. Leno) will be permitted. All 'B&B material shall be sourced from established nurseries or approved locations. 4) Dolomite, ground limestone containing no less than 85% of total carbonate and ground to a size such that 50% will pass through a 100 mesh sieve and 90% will pass through a 200 mesh sieve. 5) Fertilizer tablets, 21 gram, slow release, 'Agriform' planting tablet as manufactured by Sierra Chemical Company (or equal) that consists of the following percentages by weight, 20% nitrogen, 10% phosphoric acid and 5% potash. Apply at a rate per manufacturer's recommendation q& the following minimums: A. One tablet per 1/2" of tree caliper. B. One tabler per i gallon shrub container. C. Two tablets per 3 gallon shrub container. D. Three tablets per 5 gallon shrub container. E. Four tablets per 7 gallon shrub container. F. Five tablets per 10 gallon shrub container. 6) Friction Guard, new, minimum" inside diameter, reinforced, 2-pl y, black rubber hose. 7) Guy wire, wire shall be 10 gauge annealed, galvanized iron. Each wire is to be demarcated with white surveyor's tape or—" dia. White tubing. 8) Mulch, mini -pine bark (dark brown color). 9) Osmocote, time control release fertilizer as manufactured by sierra chemical company. 10) Peat, milled canadien spagnum peat, min. "10% organic, low salt, low alkalinity, light brown and fibrous, free of rocks and excessive sticks. Consistent ph level between 4.0 and 5 .0. Having no particles greater than 1/2" diameter. 11) Perlite, coarse or no.2 perlite, free of weeds and impurities. 12) Pre -emergent herbicide, commercial grade, combination of surflan and gallery with a dye marker. Apply per manufacturer's recommendations. 13) Sand, medium -coarse sand grade cortona, free draining, with fine plus very fine ration not to exceed 25% by volume. 14) Soil fumigant, basamid granular applied per manufacturer's recommendations in all areas to receive sod. 15) Tree guys, 'tree saver' as manufactured by Lawson Landscape Products (or equal). 16) Tree stakes, new, minimum 2" dia. X b'-o" pressure treated lodge pole pine pointed at one end. A minimum of 50% of pole is to be imbedded. 17) Tree ties, 'cinch ties', 32" as manufactured by V.I.T. Products Inc (or equal). 18) Triple super phosphate, granular commercial grade, 42-47% p205. 19) Turnbuckles, 6" long, galvanized steel to be hand tightened. 20) Rewetting agent, 'Saturaid' as manufactured by Florika E.S, A. Corp (or equal). 21) Water, completed irrigation system water will be supplied through a storage cistern. Water used for landscaping prior to activation of system is to be clean, free of substances harmful to the growth of plants. Water should be free of staining agents and odor. 22) Underground tree anchor system by "TreeFrog", or approved alternate. 1) The landscape contractor is required to provide the owner's representative with advance notice for the following site visits within the time frame indicated (it is the responsibility of the general contractor to verify the status of the landscape work prior to forwarding request to owner's representative): A. Tree tagging assistance, 7 days prior B. Plant layout review, 3 days prior C. Punch list (substantial completion) review, 7 days prior 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 PROJECT LAKE LILLY PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: LANDSCAPE NOTES AND SPECIFICATIONS SCALE IN FEET: N/A CONSULTANT: JOB NO.: 1131.21 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP DATE: SHEET NO.: DAVID A. PERRY / RLA L.A. NO. 0001538 LANDSCAPE LEGEND & NOTES ■ MATCHLINE LA-203 vi/1Ik1�b4U'A tVlll PROPERTY LINE MATCHLINE REFER TO SHEET LA-400 FOR PLANT SCHEDULE. • LANDSCAPE ARCHITECTURAL PLANS F DESIGNED IN COMPLIANCE WITH THE CITY OF OCOEE CODE OF ORDINANCES AND THE LAND DEVELOPMENT CODE (LDC). • LANDSCAPE DESIGNED IN COMPLIANCE WITH LDC ARTICLE VI - DESIGN AND PERFORMANCE STANDARDS, PART 6-10 - LANDSCAPING. • LANDSCAPE IN ACCORDANCE WITH THE PROVISIONS OF THE OCOEE ARBOR AND LANDSCAPING ORDINANCE. • PLANTS ARE CHOSEN FROM THE APPROVED PLANT LISTS PROVIDED BY THE CITY OF OCOEE STAFF FORESTER AND/OR HAVE BEEN SELECTED FROM THE PLANT TABLES IN THE 'FLORIDA FRIENDLY LANDSCAPING PATTERN BOOK USDA HARDINESS ZONE 913'. • REQUIRED LANDSCAPE OR SCREENING BUFFERS ARE IN ACCORDANCE WITH THE E LDC, ARTICLE VI, SECTION 6-10A. • LANDSCAPE AND BUFFERS ARE DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10C, AND INCLUDE ALL REQUIRED INFORMATION. • REQUIRED LANDSCAPING HAVE BEEN SELECTED, DESIGNED, AND INSTALLED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D. • VEHICULAR USE AREAS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D(1) FIGURES F AND G. • ALL PLANTS SHALL CONFORM TO STANDARDS FOR FLORIDA GRADE #1 OR BETTER ACCORDING TO THE CURRENT EDITION OF 'GRADES AND STANDARDS FOR NURSERY PLANTS'. • MULCHES SHALL BE A MINIMUM DEPTH OF TWO (2) INCHES AND A MAXIMUM DEPTH OF THREE (3) INCHES. • ALL COMPACTED SOIL MUST BE TILLED TO AT LEAST 6 INCHES. • ALL SHRUB AND GROUNDCOVER AREAS, AS WELL AS TREE RINGS, ARE TO BE MULCHED AND INSTALLED PER GREEN INDUSTRY BEST MANAGEMENT PRACTICES AND UTILIZE FLORIDA FRIENDLY LANDSCAPING PRINCIPLES. IaA_1gII&-VAmAIc To] 0:1 1 TREES COMMON NAME 0 PALM TREES • SHRUB AREAS �• I. 1.1429 MAMISIN NATCHEZ CRAPE MYRTLE SHUMARD OAK SOUTHERN LIVE OAK COMMON NAME SYLVESTER DATE PALM COMMON NAME SHRUB MIXTURE, SEE SHEET LA-401 GROUND COVERS COMMON NAME BAHIA GRASS ' FLORATAM' ST. AUGUSTINE GRASS ■o 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 PROJECT 1 ? 1 T PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: LANDSCAPE PLAN SCALE IN FEET: 1" = 20'-0" Ulm m m �g =9 CONSULTANT: JOB NO.: 1131.21 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION 0 06/11/21 RESPONSE TO COMMENTS 0 0 0 0 0 0 0 0 O1# SEAL: 5C) a� �o a0 DAVID A. PERRY j RLA L.A. NO. 0001538 DATE: SHEET • LA=201 LANDSCAPE LEGEND & NOTES — — — — PROPERTY LINE MATCHLINE REFER TO SHEET LA-400 FOR PLANT SCHEDULE. • LANDSCAPE ARCHITECTURAL PLANS F DESIGNED IN COMPLIANCE WITH THE CITY OF OCOEE CODE OF ORDINANCES AND THE LAND DEVELOPMENT CODE (LDC). • LANDSCAPE DESIGNED IN COMPLIANCE WITH LDC ARTICLE VI - DESIGN AND PERFORMANCE STANDARDS, PART 6-10 - LANDSCAPING. • LANDSCAPE IN ACCORDANCE WITH THE PROVISIONS OF THE OCOEE ARBOR AND LANDSCAPING ORDINANCE. • PLANTS ARE CHOSEN FROM THE APPROVED PLANT LISTS PROVIDED BY THE CITY OF OCOEE STAFF FORESTER AND/OR HAVE BEEN SELECTED FROM THE PLANT TABLES IN THE 'FLORIDA FRIENDLY LANDSCAPING PATTERN BOOK USDA HARDINESS ZONE 9B'. • REQUIRED LANDSCAPE OR SCREENING BUFFERS ARE IN ACCORDANCE WITH THE e OLD WINTER GARDEN RD. LDC, ARTICLE VI, SECTION 6-10A. • LANDSCAPE AND BUFFERS ARE DESIGNED IN ACCORDANCE WITH THE LDC ARTICLE s VI, SECTION 6-10C, AND INCLUDE ALL REQUIRED INFORMATION. • REQUIRED LANDSCAPING HAVE BEEN SELECTED, DESIGNED, AND INSTALLED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D. • VEHICULAR USE AREAS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D(1) FIGURES F AND G. • ALL PLANTS SHALL CONFORM TO STANDARDS FOR FLORIDA GRADE #1 OR BETTER ACCORDING TO THE CURRENT EDITION OF 'GRADES AND STANDARDS FOR NURSERY PLANTS'. • MULCHES SHALL BE A MINIMUM DEPTH OF TWO (2) INCHES AND A MAXIMUM DEPTH OF THREE (3) INCHES. • ALL COMPACTED SOIL MUST BE TILLED TO AT LEAST 6 INCHES. • ALL SHRUB AND GROUNDCOVER AREAS, AS WELL AS TREE RINGS, ARE TO BE MULCHED AND INSTALLED PER GREEN INDUSTRY BEST MANAGEMENT PRACTICES AND UTILIZE FLORIDA FRIENDLY LANDSCAPING PRINCIPLES. PLANT SYMBOL KEY a TREES COMMON NAME 0 PALM TREES • SHRUB AREAS NATCHEZ CRAPE MYRTLE SHUMARD OAK SOUTHERN LIVE OAK ■o COMMON NAME SYLVESTER DATE PALM COMMON NAME SHRUB MIXTURE, SEE SHEET LA-401 GROUND COVERS COMMON NAME BAHIA GRASS ' FLORATAM' ST. AUGUSTINE GRASS 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 PROJECT 1 ? 1 T PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: LANDSCAPE PLAN SCALE IN FEET: 1" = 20'-0" CONSULTANT: JOB NO.: 1131. Z 1 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION 0 06/I1/21 RESPONSE TO COMMENTS 0 0 0 0 0 0 0 0 O1# SEAL: 5C) a� �o a0 DAVID A. PERRY j RLA L.A. NO. 0001538 DATE: SHEET NO.: PROPERTY LINE POND FOUNTAIN MATCHLINE LA-201 imovNIM, ffwl "I CLUBHOUSE w,��. CONCEPTUAL COURTYARD .i 1 LANDSCAPE LEGEND & NOTES PROPERTY LINE MATCHLINE REFER TO SHEET LA-400 FOR PLANT SCHEDULE. • LANDSCAPE ARCHITECTURAL PLANS DESIGNED IN COMPLIANCE WITH THE CITY OF OCOEE CODE OF ORDINANCES AND THE LAND DEVELOPMENT CODE (LDC). ---- • LANDSCAPE DESIGNED IN COMPLIANCE WITH LDC ARTICLE VI - DESIGN AND PERFORMANCE STANDARDS, PART 6-10 - LANDSCAPING. • LANDSCAPE IN ACCORDANCE WITH THE PROVISIONS OF THE OCOEE ARBOR AND LANDSCAPING ORDINANCE. • PLANTS ARE CHOSEN FROM THE APPROVED PLANT LISTS PROVIDED BY THE CITY OF OCOEE STAFF FORESTER AND/OR HAVE BEEN SELECTED FROM THE PLANT TABLES IN THE 'FLORIDA FRIENDLY LANDSCAPING PATTERN BOOK USDA HARDINESS ZONE 913'. • REQUIRED LANDSCAPE OR SCREENING BUFFERS ARE IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10A. • LANDSCAPE AND BUFFERS ARE DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10C, AND INCLUDE ALL REQUIRED INFORMATION. • REQUIRED LANDSCAPING HAVE BEEN SELECTED, DESIGNED, AND INSTALLED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D. • VEHICULAR USE AREAS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D(1) FIGURES F AND G. • ALL PLANTS SHALL CONFORM TO STANDARDS FOR FLORIDA GRADE #1 OR BETTER ACCORDING TO THE CURRENT EDITION OF 'GRADES AND STANDARDS FOR NURSERY PLANTS'. • MULCHES SHALL BE A MINIMUM DEPTH OF TWO (2) INCHES AND A MAXIMUM DEPTH OF THREE (3) INCHES. • ALL COMPACTED SOIL MUST BE TILLED TO AT LEAST 6 INCHES. • ALL SHRUB AND GROUNDCOVER AREAS, AS WELL AS TREE RINGS, ARE TO BE MULCHED AND INSTALLED PER GREEN INDUSTRY BEST MANAGEMENT PRACTICES AND UTILIZE FLORIDA FRIENDLY LANDSCAPING PRINCIPLES. PLANT SYMBOL KEY a TREES COMMON NAME (D PALM TREES • SHRUB AREAS NATCHEZ CRAPE MYRTLE SHUMARD OAK SOUTHERN LIVE OAK COMMON NAME SYLVESTER DATE PALM COMMON NAME SHRUB MIXTURE, SEE SHEET LA-401 a� GROUND COVERS COMMON NAME BAHIA GRASS ' FLORATAM' ST. AUGUSTINE GRASS 1 ■© ■I© ■0 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 PROJECT LAKE LILLY 1 ? 1 T PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: LANDSCAPE PLAN SCALE IN FEET: 1" = 20'-0" CONSULTANT: JOB NO.: 1131.21 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION 0 06/11/21 RESPONSE TO COMMENTS 0 0 0 0 0 0 0 0 O� SEAL: 5C) a� �o oQe, a0 DAVID A. PERRY j RLA L.A. NO. 0001538 DATE: SHEET NO.: POND FOUNTAIN LANDSCAPE LEGEND & NOTES PROPERTY LINE MATCHLINE REFER TDSHEET LA400FOR PLANT SCHEDULE. • LANDSCAPE ARCHITECTURAL PLANS DESIGNED |NCOMPLIANCE WITH THE CITY DFOCOEECODE OFORDINANCES AND THE LAND DEVELOPMENT CODE (LDC). • LANDSCAPE DESIGNED |NCOMPLIANCE WITH LDCARTICLE V| ' DESIGN AND PERFORMANCE STANDARDS, PART S-10' LANDSCAPING. * LANDSCAPE |NACCORDANCE WITH THE PROVISIONS OFTHE DCOEEARBOR AND LANDSCAPING ORDINANCE. • PLANTS ARE CHOSEN FROM THE APPROVED PLANT LISTS PROVIDED BYTHE CITY OF000EESTAFF FORESTER AND0R HAVE BEEN SELECTED FROM THE PLANT TABLES |NTHE'FL{}R|DAFRIENDLY LANDSCAPING PATTERN BOOK USDA HARDINESS ZONE 013' * REQUIRED LANDSCAPE ORSCREENING BUFFERS ARE |NACCORDANCE WITH THE LOC.ARTICLE VI, SECTION 040A. • LANDSCAPE AND BUFFERS ARE DESIGNED |NACCORDANCE WITH THE LDC.ARTICLE VI, SECTION 6-10C.AND INCLUDE ALL REQUIRED INFORMATION. * REQUIRED LANDSCAPING HAVE BEEN SELECTED, DESIGNED, AND INSTALLED |N ACCORDANCE WITH THE LDC,ARTICLE VI, SECT|ON0-1OO. * VEHICULAR USE AREAS HAVE BEEN DESIGNED |NACCORDANCE WITH THE LDC. ARTICLE VI, SECTION 8-1OD(1)FIGURES F AND G. * ALL PLANTS SHALL CONFORM TO STANDARDS FOR FLORIDA GRADE #1 OR BETTER ACCORDING TO THE CURRENT EDITION OF'GRADES AND STANDARDS FOR NURSERY PLANTS'. • MULCHES SHALL BE A K4|N|K4UK8 DEPTH OF TWO (2) INCHES AND A MAXIMUM DEPTH OF THREE (3)INCHES. * ALL COMPACTED SOIL MUST BE TILLED TO AT LEAST INCHES. * ALL SHRUB AND 8ROUNDCOVERAREAS. ASWELL AS TREE 0NGS, ARE TO BE MULCHED AND INSTALLED PER GREEN INDUSTRY BEST MANAGEMENT PRACTICES AND UTILIZE FLORIDA FRIENDLY LANDSCAPING PRINCIPLES. PLANT SYMBOL KEY TREES COMMONNAME NATCHEZ CRAPE MYRTLE SHUMARD OAK SOUTHERN LIVE OAK N0DRAKE ELM PALM TREES COMMONNAME � SYLVESTER DATE PALM N SHRUB AREAS COMMONNAME �POND OVERLOOK WITH SEATING SHRUB MIXTURE, SEE SHEET LA4U1 GROUND COVERS COMMONNAME � 0AH|A GRASS 'FLORATAM' ST. AU{�UST|NE GRASS �� ����U�U UK��� U � ���� �----� nnn�n n ��n nu—nn��— u—��—u���x� N Eli MIA 019 3657 Maguire o/.u, s"/^e zso' o,/""u"' Florida sznos pnn"e / 407. mo. 4850' Fax / *or. 960. ^u:z °°w.ne,,''becke,.mm L,^. Bus, mv'm 000`sm PROJECT NAME: ���� SUBMISSION r-��� CITY OF OCOEE FLORIDA SHEET TITLE: LANDSCAPE PLAN CONSULTANT: JOB NO.: 1131,21 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION Z�, 06/11/21 RESPONSE TO COMMENTS DATE: SHEET NO.: LANDSCAPE LEGEND & NOTES MATCHLINE LA-203 — — — — PROPERTY LINE MATCHLINE 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 REFER TO SHEET LA-400 FOR PLANT SCHEDULE. • LANDSCAPE ARCHITECTURAL PLANS F DESIGNED IN COMPLIANCE WITH THE CITY OF OCOEE CODE OF ORDINANCES AND THE LAND DEVELOPMENT CODE (LDC). • LANDSCAPE DESIGNED IN COMPLIANCE WITH LDC ARTICLE VI - DESIGN AND \ PERFORMANCE STANDARDS, PART 6-10 - LANDSCAPING. / I • LANDSCAPE IN ACCORDANCE WITH THE EXISTING U CHAIN U/jPROVISIONS OF THE OCOEE ARBOR AND LINK FENCE LANDSCAPING ORDINANCE. • PLANTS ARE CHOSEN FROM THE APPROVED PLANT LISTS PROVIDED BY THE CITY OF OCOEE STAFF FORESTER AND/OR HAVE BEEN SELECTED FROM THE PLANT TABLES IN THE 'FLORIDA FRIENDLY LANDSCAPING PATTERN BOOK USDA HARDINESS ZONE 913'. r 1w • REQUIRED LANDSCAPE OR SCREENING BUFFERS ARE IN ACCORDANCE WITH THE E LDC, ARTICLE VI, SECTION 6-10A. • LANDSCAPE AND BUFFERS ARE DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10C, AND INCLUDE ALL REQUIRED INFORMATION. • REQUIRED LANDSCAPING HAVE BEEN SELECTED, DESIGNED, AND INSTALLED IN ACCORDANCE WITH THE LDC, ARTICLE VI, / SECTION 6-10D. • VEHICULAR USE AREAS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D(1) FIGURES F AND G. • ALL PLANTS SHALL CONFORM TO STANDARDS FOR FLORIDA GRADE #1 OR / BETTER ACCORDING TO THE CURRENT EDITION OF 'GRADES AND STANDARDS FOR NURSERY PLANTS'. F< • MULCHES SHALL BE A MINIMUM DEPTH OF OR�O TWO (2) INCHES AND A MAXIMUM DEPTH OF THREE (3) INCHES. V • ALL COMPACTED SOIL MUST BE TILLED TO AT LEAST 6 INCHES. .97) —j • ALL SHRUB AND GROUNDCOVER AREAS, LIB AS WELL AS TREE RINGS, ARE TO BE Z MULCHED AND INSTALLED PER GREEN INDUSTRY BEST MANAGEMENT PRACTICES , PROPERTY LINE J AND UTILIZE FLORIDA FRIENDLY ULANDSCAPING PRINCIPLES. Q EROOT E LO:/BA:RRIER. IN 10'-0" OF A NTAALK SHALL THION OF A TREE ARREFER TO DETAIL EET PLANT SYMBOL KEY TREES COMMON NAME NATCHEZ CRAPE MYRTLE SHUMARD OAK SOUTHERN LIVE OAK ■o 0 DRAKE ELM PALM TREES COMMON NAME • SYLVESTER DATE PALM SHRUB AREAS COMMON NAME SHRUB MIXTURE, SEE SHEET LA-401 GROUND COVERS COMMON NAME BAHIA GRASS FLORATAM' ST. AUGUSTINE GRASS PROJECT LAKE LILLY 1 ? 1 T PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: LANDSCAPE PLAN SCALE IN FEET: 1" = 20'-0" CONSULTANT: JOB NO.: 1131.21 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION 0 06/11/21 RESPONSE TO COMMENTS 0 0 0 0 0 0 0 0 O� SEAL: 5C) a� �o a0 DAVID A. PERRY j RLA L.A. NO. 0001538 DATE: SHEET NO.: r MATCHLINE LA-204 LANDSCAPE LEGEND &NOTES L L — — — — PROPERTY LINE "-�7— 7 MATCHLINE EXISTING U CHAIN LINK FENCE �j 97 1=017 10yaIA101 z/z, 1/1/41 MATCHLINE LA-208 PROPERTY LINE REFER TO SHEET LA-400 FOR PLANT SCHEDULE. • LANDSCAPE ARCHITECTURAL PLANS DESIGNED IN COMPLIANCE WITH THE CITY OF OCOEE CODE OF ORDINANCES AND THE LAND DEVELOPMENT CODE (LDC). • LANDSCAPE DESIGNED IN COMPLIANCE WITH LDC ARTICLE VI - DESIGN AND PERFORMANCE STANDARDS, PART 6-10 - LANDSCAPING. • LANDSCAPE IN ACCORDANCE WITH THE PROVISIONS OF THE OCOEE ARBOR AND LANDSCAPING ORDINANCE. • PLANTS ARE CHOSEN FROM THE APPROVED PLANT LISTS PROVIDED BY THE CITY OF OCOEE STAFF FORESTER AND/OR HAVE BEEN SELECTED FROM THE PLANT TABLES IN THE 'FLORIDA FRIENDLY LANDSCAPING PATTERN BOOK USDA HARDINESS ZONE 913'. _ • REQUIRED LANDSCAPE OR SCREENING BUFFERS ARE IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10A. • LANDSCAPE AND BUFFERS ARE DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10C, AND INCLUDE ALL REQUIRED INFORMATION. • REQUIRED LANDSCAPING HAVE BEEN SELECTED, DESIGNED, AND INSTALLED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D. • VEHICULAR USE AREAS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D(1) FIGURES F AND G. • ALL PLANTS SHALL CONFORM TO STANDARDS FOR FLORIDA GRADE #1 OR BETTER ACCORDING TO THE CURRENT EDITION OF 'GRADES AND STANDARDS FOR NURSERY PLANTS'. • MULCHES SHALL BE A MINIMUM DEPTH OF TWO (2) INCHES AND A MAXIMUM DEPTH OF THREE (3) INCHES. • ALL COMPACTED SOIL MUST BE TILLED TO AT LEAST 6 INCHES. • ALL SHRUB AND GROUNDCOVER AREAS, AS WELL AS TREE RINGS, ARE TO BE MULCHED AND INSTALLED PER GREEN INDUSTRY BEST MANAGEMENT PRACTICES AND UTILIZE FLORIDA FRIENDLY LANDSCAPING PRINCIPLES. IaA_10IIy/AIc�i71111111I:1 1 0 PALM TREES • SHRUB AREAS COMMON NAME �• I. 1.1429 LVAMISIN NATCHEZ CRAPE MYRTLE SHUMARD OAK SOUTHERN LIVE OAK COMMON NAME SYLVESTER DATE PALM COMMON NAME SHRUB MIXTURE, SEE SHEET LA-401 GROUND COVERS COMMON NAME BAHIA GRASS ' FLORATAM' ST. AUGUSTINE GRASS ■© ■© ■0 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 PROJECT LAKE LILLY 1 ? 1 T PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: LANDSCAPE PLAN SCALE IN FEET: 1" = 20'-0" CONSULTANT: JOB NO.: 1131. Z 1 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION 0 06/11/21 RESPONSE TO COMMENTS 0 0 0 0 0 0 0 0 O� SEAL: �C) �oa� a0 DAVID A. PERRY j RLA L.A. NO. 0001538 DATE: SHEET NO.: LANDSCAPE LEGEND & NOTES PROPERTY LINE MATCHU UNE U A 209 PROPERTY LINE EXISTING UCHAIN LINK FENCE MATCHL|NE REFER TDSHEET LA400FOR PLANT SCHEDULE. � LANDSCAPE ARCHITECTURAL PLANS / DESIGNED |NCOMPLIANCE WITH THE CITY � OFOCOEECODE OFORDINANCES AND THE LAND DEVELOPMENT CODE (LD{�\. ` ' LANDSCAPE DESIGNED |NCOMPLIANCE WITH LDCARTICLE N'DESIGN AND � PERFORMANCE STANDARDS, PART S-10' ^ LANDSCAPING. � / * LANDSCAPE IN ACCORDANCE WITH THE ^ � PROVISIONS OF THE DCOEEARBOR AND LANDSCAPING ORDINANCE. ^ / PLANTS ARE CHOSEN FROM THE ^ ^/ APPROVED PLANT LISTS PROVIDED BY THE � CITY OF000EESTAFF FORESTER AND/OR � /~ HAVE BEEN SELECTED FR{}N1 THE PLANT � TABLES |NTHE'FL{}R|DAFRIENDLY LANDSCAPING PATTERN BOOK USDA oil � _'___._��.��_-.___.___� HARDINESS ZONE 913'. REQUIRED LANDSCAPE ORSCREENING BUFFERS ARE |NACCORDANCE WITH THE / LOC.ARTICLE VI, SECTION 040A. � � LANDSCAPE AND BUFFERS ARE DESIGNED � |NACCORDANCE WITH THE LDC.ARTICLE V| SECT|ON6-10CAND|NCLUDEALL � . . '^ REQUIRED INFORMATION. � * REQUIRED LANDSCAPING HAVE BEEN � SELECTED, DESIGNED, AND INSTALLED |N � ACCORDANCE WITH THE LDC,ARTICLE VI, � SECT|ON0-1OO. VEHICULAR USE AREAS HAVE BEEN DESIGNED |NACCORDANCE WITH THE LDC. � ART|CL�V|. SECTION 8-1OD(1) FIGURES F ^, ` ' ANDG. * ALL PLANTS SHALL CONFORM TD STANDARDS FOR FLORIDA GRADE #1 OR BETTER ACCORDING TO THE CURRENT EDITION OF'GRADESAND STANDARDS FOR | NURSERY PLANTS'. |o • MULCHES SHALL BEAMINIMUM DEPTH OF TWO C2\INCHES AND AMAXIMUM DEPTH (}F THREE (3)INCHES. ° ALL COMPACTED SOIL MUST 8ETILLED TO ATLEAST 6INCHES. ° ALL SHRUB AND 8ROUNDCOVERAREAS, ASWELL ASTREE RINGS, ARE TDBE MULCHED AND INSTALLED PER GREEN INDUSTRY BEST MANAGEMENT PRACTICES AND UTILIZE FLORIDA FRIENDLY LANDSCAPING PRINCIPLES. PLANT SYMBOL KEY TREES COMMONNAME NATCHEZ CRAPE MYRTLE SHUMARD OAK SOUTHERN LIVE OAK COMMONNAME SYLVESTER DATE PALM COMMONNAME SHRUB MIXTURE, SEE SHEET LA4U1 GROUND COVERS COMMON NAME 0AHk\GRASS 'FLORATAK4'ST. AUGUST|NEGRASG 019 3657 m°ou/� o/.u, s"/^e zso' o,/""u"' Florida sznos pnn"e / 407. mo. 4850' Fax / *or. 960. ^u:z °°w.ne,,''becke,.mm L,^. Bus, mv'm 000`sm PROJECT NAME: ���� SUBMISSION r-��� CITY ��F r�COEE FLORIDA SHEET TITLE: LANDSCAPE PLAN CONSULTANT: JOB NO.: 1131,21 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION Z�, 06/11/21 RESPONSE TO COMMENTS DATE: SHEET NO.: MATCHLINE LA-206 LANDSCAPE LEGEND & NOTES PROPERTY LINE MATCHLINE 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 A*"j p�/ 40 EXISTING U CHAIN LINK FENCE PROPERTY LINE REFER TO SHEET LA-400 FOR PLANT SCHEDULE. • LANDSCAPE ARCHITECTURAL PLANS DESIGNED IN COMPLIANCE WITH THE CITY OF OCOEE CODE OF ORDINANCES AND THE LAND DEVELOPMENT CODE (LDC). • LANDSCAPE DESIGNED IN COMPLIANCE WITH LDC ARTICLE VI - DESIGN AND PERFORMANCE STANDARDS, PART 6-10 - LANDSCAPING. • LANDSCAPE IN ACCORDANCE WITH THE PROVISIONS OF THE OCOEE ARBOR AND LANDSCAPING ORDINANCE. • PLANTS ARE CHOSEN FROM THE APPROVED PLANT LISTS PROVIDED BY THE CITY OF OCOEE STAFF FORESTER AND/OR HAVE BEEN SELECTED FROM THE PLANT TABLES IN THE 'FLORIDA FRIENDLY LANDSCAPING PATTERN BOOK USDA HARDINESS ZONE 913'. • REQUIRED LANDSCAPE OR SCREENING BUFFERS ARE IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10A. • LANDSCAPE AND BUFFERS ARE DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10C, AND INCLUDE ALL REQUIRED INFORMATION. • REQUIRED LANDSCAPING HAVE BEEN SELECTED, DESIGNED, AND INSTALLED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D. • VEHICULAR USE AREAS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D(1) FIGURES F AND G. • ALL PLANTS SHALL CONFORM TO STANDARDS FOR FLORIDA GRADE #1 OR BETTER ACCORDING TO THE CURRENT EDITION OF 'GRADES AND STANDARDS FOR NURSERY PLANTS'. • MULCHES SHALL BE A MINIMUM DEPTH OF TWO (2) INCHES AND A MAXIMUM DEPTH OF THREE (3) INCHES. • ALL COMPACTED SOIL MUST BE TILLED TO AT LEAST 6 INCHES. • ALL SHRUB AND GROUNDCOVER AREAS, AS WELL AS TREE RINGS, ARE TO BE MULCHED AND INSTALLED PER GREEN INDUSTRY BEST MANAGEMENT PRACTICES AND UTILIZE FLORIDA FRIENDLY LANDSCAPING PRINCIPLES. PLANT SYMBOL KEY a TREES COMMON NAME (D PALM TREES • SHRUB AREAS NATCHEZ CRAPE MYRTLE SHUMARD OAK SOUTHERN LIVE OAK COMMON NAME SYLVESTER DATE PALM COMMON NAME SHRUB MIXTURE, SEE SHEET LA-401 GROUND COVERS COMMON NAME BAHIA GRASS ' FLORATAM' ST. AUGUSTINE GRASS ■© ■© ■0 PROJECT 1 ? 1 T PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: LANDSCAPE PLAN SCALE IN FEET: 1" = 20'-0" CONSULTANT: JOB NO.: 1131.21 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION 0 06/11/21 RESPONSE TO COMMENTS 0 0 0 0 0 0 0 0 O� SEAL: 5C) a� �o a0 DAVID A. PERRY j RLA L.A. NO. 0001538 DATE: SHEET NO.: �3Z1-16141 LANDSCAPE LEGEND & NOTES PROPERTY MATCHLINE REFER TO SHEET LA-400 FOR PLANT SCHEDULE. • LANDSCAPE ARCHITECTURAL PLANS DESIGNED IN COMPLIANCE WITH THE CITY OF OCOEE CODE OF ORDINANCES AND THE LAND DEVELOPMENT CODE (LDC). • LANDSCAPE DESIGNED IN COMPLIANCE WITH LDC ARTICLE VI - DESIGN AND PERFORMANCE STANDARDS, PART 6-10 - LANDSCAPING. • LANDSCAPE IN ACCORDANCE WITH THE PROVISIONS OF THE OCOEE ARBOR AND LANDSCAPING ORDINANCE. • PLANTS ARE CHOSEN FROM THE APPROVED PLANT LISTS PROVIDED BY THE CITY OF OCOEE STAFF FORESTER AND/OR HAVE BEEN SELECTED FROM THE PLANT TABLES IN THE 'FLORIDA FRIENDLY LANDSCAPING PATTERN BOOK USDA HARDINESS ZONE 913'. • REQUIRED LANDSCAPE OR SCREENING BUFFERS ARE IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10A. • LANDSCAPE AND BUFFERS ARE DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10C, AND INCLUDE ALL REQUIRED INFORMATION. • REQUIRED LANDSCAPING HAVE BEEN SELECTED, DESIGNED, AND INSTALLED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D. • VEHICULAR USE AREAS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LDC, ARTICLE VI, SECTION 6-10D(1) FIGURES F AND G. • ALL PLANTS SHALL CONFORM TO STANDARDS FOR FLORIDA GRADE #1 OR BETTER ACCORDING TO THE CURRENT EDITION OF 'GRADES AND STANDARDS FOR NURSERY PLANTS'. • MULCHES SHALL BE A MINIMUM DEPTH OF TWO (2) INCHES AND A MAXIMUM DEPTH OF THREE (3) INCHES. • ALL COMPACTED SOIL MUST BE TILLED TO AT LEAST 6 INCHES. • ALL SHRUB AND GROUNDCOVER AREAS, AS WELL AS TREE RINGS, ARE TO BE MULCHED AND INSTALLED PER GREEN INDUSTRY BEST MANAGEMENT PRACTICES AND UTILIZE FLORIDA FRIENDLY LANDSCAPING PRINCIPLES. PLANT SYMBOL KEY a TREES COMMON NAME PALM TREES • SHRUB AREAS NATCHEZ CRAPE MYRTLE SHUMARD OAK SOUTHERN LIVE OAK COMMON NAME SYLVESTER DATE PALM COMMON NAME SHRUB MIXTURE, SEE SHEET LA-401 GROUND COVERS COMMON NAME BAHIA GRASS ' FLORATAM' ST. AUGUSTINE GRASS 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 PROJECT 1 ? 1 T PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: SCALE IN FEET: 1" = 20'-0" CONSULTANT: JOB NO.: 1131. Z 1 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION 0 06/11/21 RESPONSE TO COMMENTS 0 0 0 0 0 0 0 0 O� SEAL: 5C) a� �o fN*� a0 DATE: SHEET NO.: DAVID A. PERRY / RLA L.A. NO. 0001538 I 1 I z I s I `+ I 1 0 1 1 0 1 V I © 2021 PERRY BECKER DESIGN, LLC. 2 3 4 5 6 7 8 9 PLANT SCHEDULE TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE REMARKS ARF 8 ACER RUBRUM'FLORIDA FLAME'/ FLORIDA FLAME RED MAPLE F.G. / B & B 3" CAL 12' HT. X 7' SPD. SYMMETRICAL CANOPY STRUCTURE, MATCHED APPEARANCE 0 LIN 35 LAGERSTROEMIA INDICA'NATCHEZ'/ NATCHEZ CRAPE MYRTLE F.G. / B & B 3.5" MIN. CUM. CALIPER 12' HT. X 6' SPD. MULTI TRUNK, MIN 6'C.T. FLORIDA FANCY F 0 F QS 27 QUERCUS SHUMARDII SHUMARD OAK F.G. / B & B 3" CAL 12' HT. X 6' SPD. FULL DENSE SYMMETRICAL SPECIMEN, STRONG CENTRAL LEADER, 5'C.T. QV 98 QUERCUS VIRGINIANA SOUTHERN LIVE OAK F.G. / B & B 3" CAL 12' HT. X 8' SPD. SYMMETRICAL CANOPY STRUCTURE, MATCHED APPEARANCE, 5'C.T. (D UPID 12 ULMUS PARVI FOL IA 'DRAKE'/ DRAKE ELM F.G. / B & B 3" CAL 12' HT. X 8' SPD. SYMMETRICAL CANOPY STRUCTURE, NO SCARRED TRUNKS (D PALM TREES CODE QTY BOTANICAL / COMMON NAME CONT CAL SIZE REMARKS PS 9 PHOENIX SYLVESTRIS / SYLVESTER DATE PALM B & B MIN. 14'GW FULL HEAVY HEADS. DIAMOND CUT TRUNKS. MALE SPECIMENS. HEAVY TRUNKS. E MATCHED APPEARANCE. SPECIMEN QUALITY E SHRUB AREAS CODE QTY BOTANICAL / COMMON NAME CONT SIZE SPACING REMARKS tSH 84,539 SF SHRUB AREA PLANT MIX - GALPHIMIA GRACILIS / THRYALLIS 3 GAL 24" HT., 24" SPD. 30" o.c. HAMELIA PATENS 'COMPACTA' / DWARF FIRE BUSH 3 GAL 18" O.A. 24" o.c. DENSE, VIGOROUS SPECIMEN ILEX VOMITORIA'NANA' / DWARF YAUPON 3 GAL 12" O.A. 18" o.c. LIRIOPE MUSCARI'EMERALD GODDESS'/ EMERALD GODDESS LIRIOPE 1 GAL 10" O.A. 15" O.C. DENSE, VIGOROUS SPECIMEN, FULL TO EDGE OF POT MUHLENBERGIA CAPILLARIS / PINK MUHLY 3 GAL 18" O.A. 24" o.c. PLUMBAGO'IMPERIAL BLUE'/ BLUE PLUMBAGO 3 GAL 24" O.A. 30" o.c. FULL DENSE FOLIAGE RHAPHIOLEPIS INDICA'ALBA'/ WHITE INDIAN HAWTHORN 3 GAL 15" O.A. 24" o.c. FULL ROUNDED FORM, DENSE FOLIAGE SCHEFFLERA ARBORICOLA / SCHEFFLERA 3 GAL 18" O.A. 30" o.c. DENSE VIGOROUS SPECIMEN TRI PSACU M DACTYLOI DES NANA/ DWARF FAKAHATCH EE GRASS 3 GAL 24" HT. X 18" SPD. 24" o.c. DENSE VIGOROUS SPECIMEN VIBURNUM OBOVATUM 'MISS SCHILLERS DELIGHT'/ MISS SCHILLERS DELIGHT VIB. 3 GAL 12" HT. X 15" SPD. 24" o.c. FULL DENSE SPECIMEN GROUND COVERS CODE QTY BOTANICAL / COMMON NAME CONT SIZE SPACING REMARKS PNA 3,758 SF PASPALUM NOTATUM BAHIA GRASS SOD SOLID PANELS SOD SHALL BE OF RESIDENTIAL GRADE QUALITY, SAND GROWN, PEST & DISEASE .......... FREE D D SSF 136,118 SF STENOTAPHRUM SECUNDATUM 'FLORATAM' /'FLORATAM' ST. AUGUSTINE GRASS SOD SOLID PANELS SOD SHALL BE OF RESIDENTIAL GRADE QUALITY, SAND GROWN, PEST & DISEASE FREE DENOTES FLORIDA NATIVE PLANT NOTES: • ALL SPECIFIED TREES ARE CHOSEN FROM THE PLANT TABLES IN THE 'FLORIDA FRIENDLY LANDSCAPING PATTERN BOOK USDA HARDINESS ZONE 9B • AT LEAST FORTY (40) PERCENT OF THE TOTAL NUMBER OF INDIVIDUAL PLANTS SELECTED FROM EACH OF THE CATEGORIES OF THE APPROVED PLANT LISTS (TREES, SHRUBS, VINES, FLOWERS, HERBS, GROUNDCOVER, AND SHORE LINE AND WATER PLANTS)AND USED TO SATISFY THE REQUIREMENTS OF THIS CODE SHALL BE SELECTED FROM THE LIST OF NATIVE SPECIES IN THE CATEGORY. REFER TO TABLES BELOW FOR CALCULATIONS. • STREET TREES PLANTED SHALL BE SELECTED FROM THE APPROVED LIST OF TREES AND SHALL HAVE A MINIMUM OVERALL HEIGHT OF TEN (10) TO FIFTEEN (15) FEET AT THE TIME OF PLANTING. • ALL LANDSCAPING SHALL BE INSTALLED ACCORDING TO ACCEPTED COMMERCIAL PLANTING PRACTICES, INCLUDING REMOVAL OF TWINE, TAGS AND LABELS FROM TRUNKS, AND ROPES FROM THE TOP OF THE ROOT BALL AND THE BENDING BACK OF THE LOOPS FROM THE TOP OF THE WIRE BASKET (IF APPLICABLE). BURLAP (SYNTHETIC OR OTHERWISE) SHALL BE FOLDED BACK. THE PLANTING HOLE SHALL BE NO DEEPER THAN THE ROOT BALL AND THE NATURAL ROOT FLARE SHALL BE VISIBLE AFTER PLANTING. • ALL SHRUB AREAS TO CONTAIN 3" LAYER OF PINE BARK MULCH. FLORIDA NATIVE PLANT REQUIREMENT TOTAL TREES IN 40% NATIVE TREE TOTAL NATIVE c c PLAN REQUIREMENT TREES PROVIDED 180 72 133 TOTAL SHRUBS IN 40% NATIVE SHRUB TOTAL NATIVE PLAN REQUIREMENT SHRUBS PROVIDED 84,539 S.F. 33,816 S.F. 42,270 S.F. B B A A 1 2 3 4 5 6 7 8 9 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 PROJECT NAME: LAKE LILLY ,4j?.4,Tj.T PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: LANDSCAPE SCHEDULE SCALE IN FEET: N/A CONSULTANT: JOB NO.: 1131.21 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION At 06/11/21 RESPONSE TO COMMENTS A DAVID A. PERRY / RLA L.A. NO. 0001538 DATE: SHEET NO.: A Xly UIAI (D 2021 PERRY BECKER DESIGN, LLC. NOTE: • USE THIS DETAIL FOR TREES LESS THAN OR EQUAL TO 2" CALIPER AND/OR LESS THAN OR EQUAL TO 12' TALL. IF EITHER CRITERIA IS EXCEEDED USE STANDARD TREE PLANTING DETAIL • CONTRACTOR TO REMOVE ALL NON -BIODEGRADABLE NYLON, BASKET HOOKS, HOISTING ROPES AND BURLAP FROM THE TOPS OF ALL BALLED AND BURLAPPED TREES AFTER PLANTING. • INSTALL GUYING AS TREE IS INSTALLED. INSTALL SUPPLEMENTAL DRIP IRRIGATION WITHIN 24 HOURS OF TREE INSTALLATION. 32" V.I.T. CINCH -TIE (CT32), OR APPROVED EQUAL. INSTALL PER MANUF. RECOMMENDATIONS. FASTEN IN FIGURE 8, TYP. STAKE - 2" DIA. PRESSURE TREATED LODGE POLE, HEIGHT AS SPECIFIED. (NOTE: TOP OF STAKES SHALL BE BELOW CANOPY), TYP. 1" DEPTH MULCH ON ROOT BALL 4" WATER RING - (WITHIN ROOT BALL DIA.), FILL 3 TIMES IMMEDIATELY AFTER PLANTING. RAKE OUT PRIOR TO MULCHING AND PLANTING. FINISH GRADE 1"-2" BELOW TOP OF ROOT BALL ROOTBALL: LOOSEN AND REMOVE BURLAP AND WIRE FROM TOP OF ROOT BALL TO 1/2 OF DEPTH. REMOVE ALL BURLAP IF NOT 100% BIODEGRADABLE. BACKFILL: TOP SOIL TYPICAL OF AREA. BACKFILL SHALL BE AMENDED THROUGHOUT ENTIRE SITE W/FERTILIZER AND COMPOST AS REQUIRED. STANDARD SMALL TREE PLANTING DETAIL (SINGLE TRUNK) SCALE: N.T.S. PALM TRUNK WOOD BRACES WOOD STAKE •1 1 AUTMA• 1 •- 0 - SECURE BRACES TO BATTENS W OF 2 NAILS EACH BRACE, TYP. NOTE: NO MULCH WITHIN 4" OF TRUNK, STANDARD PALM BRACING DETAIL NOTE: • CONTRACTOR TO REMOVE ALL NON -BIODEGRADABLE NYLON, BASKET HOOKS, HOISTING ROPES AND BURLAP FROM THE TOPS OF ALL BALLED AND BURLAPPED TREES AFTER PLANTING • INSTALL GUYING AS TREE IS INSTALLED. INSTALL SUPPLEMENTAL DRIP IRRIGATION WITHIN 24 HOURS OF TREE INSTALLATION. TWO BANDS TO SECURE BATTENS MIN. FIVE FOAM -BACKED NOTCHED BATTENS (MORE MAY BE REQUIRED TO KEEP STRAPS OFF PALM TRUNK W/LARGER DIA.) 3'-2" x 4" x 8' P.T. BRACES CUT TO FIT BATTENS AND STAKES. WOOD STAKES TO BE FLUSH WITH FINISH GRADE. PAINT AS DIRECTED. `I&Aa5]: aaN:I►TIto] to] : to] 01 ZfZ••lI -.Y_1I� 4" WATER RING (WITHIN ROOT BALL DIA.). FILL THREE TIMES IMMEDIATELY AFTER PLANTING. RAKE OUT PRIOR TO MULCHING AND PLANTING. FINISH GRADE. 1"-2" BELOW TOP OF ROOTBALL. BACKFILL: TOPSOIL TYPICAL OF AREA. BACKFILL SHALL BE AMENDED THROUGHOUT ENTIRE SITE WITH FERTILIZER AND COMPOST AS REQUIRED. NOTE: • CONTRACTOR TO REMOVE ALL NON -BIODEGRADABLE NYLON, BASKET HOOKS, HOISTING ROPES AND BURLAP FROM THE TOPS OF ALL BALLED AND BURLAPPED TREES AFTER PLANTING • INSTALL GUYING AS TREE IS INSTALLED. INSTALL SUPPLEMENTAL DRIP IRRIGATION WITHIN 24 HOURS OF TREE INSTALLATION. WHITE FLAG ABOVE TURNBUCKLE TURNBUCKLE MIN. 3 PLACES MINIMUM 3" MULCH HEAVY DUTY NYLON STRAP OR EQUAL 2"x4"x2'-6" WOOD STAKE FLUSH WITH GROUND PLANTING SOIL MIX PER SPECIFICATIONS AS IDENTIFIED IN A SOIL REPORT AS SECURED BY THE LANDSCAPE CONTRACTOR AND CERTIFIED BY THE LANDSCAPE ARCHITECT. ASSURE TOP OF ROOTBALL IS PLANTED 1"-2" ABOVE SURROUNDING GRADE. STANDARD TREE PLANTING DETAIL (SINGLE TRUNK) SCALE: N.T.S. STANDARD MULTI -STEM TREE PLANTING DETAIL NOTE: • CONTRACTOR TO REMOVE ALL NON -BIODEGRADABLE NYLON, BASKET HOOKS, HOISTING ROPES AND BURLAP FROM THE TOPS OF ALL BALLED AND BURLAPPED TREES AFTER PLANTING • INSTALL GUYING AS TREE IS INSTALLED. INSTALL SUPPLEMENTAL DRIP IRRIGATION WITHIN 24 HOURS OF TREE INSTALLATION. HEAVY DUTY NYLON STRAPS OR EQUAL FROM CENTRAL TRUNK TO THREE STAKES THREE 2"x4"x8' P.T. WOOD STAKES MINIMUM 3" MULCH PLANTING SOIL MIXED PER SPECIFICATIONS AS IDENTIFIED IN A SOIL REPORT AS SECURED BY THE LANDSCAPE CONTRACTOR AND CERTIFIED BY THE LANDSCAPE ARCHITECT. ASSURE TOP OF ROOTBALL IS PLANTED 1"-2" INCHES ABOVE SURROUNDING GRADE. 1© I© 10 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: LANDSCAPE DETAILS SCALE IN FEET: AS NOTED CONSULTANT: JOB NO.: 1131.21 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP 0+ SEAL: �� Oa� � DAVID A. PERRY j RLA L.A. NO. 0001538 DATE: SHEET NO.: SCALE: N.T.S. SCALE: N.T.S. NOTE: • TREE ROOT GUARD / BARRIER ONLY TO BE INSTALLED FOR TREES LOCATED WITHIN 10'-0" OF A CITY MAINTAINED SIDEWALK. • INSTALL TREE ROOT GUARD / BARRIER PRODUCT PER MANUFACTURER'S SPECIFICATIONS. SIDEWALK / PAVEMENT LOCATED WITHIN CITY OF OCOEE RIGHT OF WAY SCALE: N.T.S. '(\+/'I + y + n REMOVEBROKEN SHRUB PLANTING DETAIL SCALE: N.T.S. PLANT SPACING DIAGRAM Z PROVIDE MIN. 18" SPACING BETWEEN 00 DIFFERENT PLANT TYPES. Q NOTE: ALL SHRUBS AND GROUNDCOVER MASSES TO USE A TRIANGULAR SPACING EXCEPT WHERE Q NOTED. REFER TO PLANT LIST FOR INDIVIDUAL PLANT SPACING ('X'). CURB OR EDGE OF PAVEMENT. NOTE: USE ONLY WHERE PLANTS ARE SPACED EQUAL DISTANCE FROM EACH OTHER AS SHOWN. SET ROOTBALL 1-2" ABOVE FINISH GRADE. 1/2" DEPTH MULCH ON ROOTBALL. FA1M&10mKcT:fT'T9]A BACKFILL: TOP SOIL TYPICAL OF AREA. BACKFILL SHALL BE AMENDED THROUGHOUT ENTIRE SITE WITH FERTILIZER AND COMPOST AS REQUIRED. 1© 1© 10 3657 Maguire Blvd., Suite 150, Orlando, Florida 32803 Phone 1 407. 960. 4850, Fax 1 407. 960. 4851 www.perry-becker.com L.A. Bus, No.:LA 0001538 PROJECT LAKE LILLY PSP SUBMISSION CITY OF OCOEE, FLORIDA SHEET TITLE: LANDSCAPE DETAILS SCALE IN FEET: AS NOTED CONSULTANT: JOB NO.: 1131.21 DESIGNED BY: DS/RL DRAWN BY: DS/RL CHECKED BY: DS APPROVED BY: DP REV DATE REVISION 0 06/11/21 RESPONSE TO COMMENTS 0 0 0 0 0 0 0 0 O� SEAL: �C) a� �o o DAVID A. PERRY j RLA L.A. NO. 0001538 DATE: SHEET NO.: 00 O, a� 0 N O O rvU Q Q U a; Q) 0) _0 U U Q O N c Q V �C -C U Uo J m W N TS c D Q) N s BUILDING TYPE ONE - RIGHT ELEVATION TURNPIKE ELEVATION • •MAXATIAff• ELEVATION KEY NOTES STONE VENEER SYSTEM 6" REVEAL FIBER CEMENT LAP SIDING FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING 09 GLAZING TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 3. ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. 4. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. 5. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT- ' PER FOOT. 6. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED 7. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION OL 44'-5 5/8" TRUSS.BRG OL 42'-6 3/4" TRUSS.BRG 5/8" �T T.O. PLYWD. 31 '-8 7/8" _ TRUSS.BRG 3/4„ �Y T.O. PLYWD. 20--1 1 " TRUSS.BRG 1 1 '-9 7/8" T.O. PLYWD. 10'-1 1 /8" TRUSS.BRG SCALE: 3/32"=1'-0" 44'-5 5/8" TRUSS.BRG 42'-6 3/4" TRUSS.BRG 33'-5 5/8" T.O. PLYWD. 31'-8 7/8" TRUSS.BRG 22'-7 3/4" _ T.O. PLYWD. 20'-11" TRUSS.BRG OL 1 1'-9 7/8" T.O. PLYWD. 10'-1 1 /8" TRUSS.BRG .01-0 T.O. SCALE: 3/32"=1'-0" TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. ry Q o0 O i�i O LL— U p � Q W F— � O n" :z uJ n O W 01 O L, � U w�W0 Q' 0:� u- o O, O (N O 0- charlan • brock associates hitects plann 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com UILDING TYP EXTERIOR ELEVATIONS date 05-03-21 job no: 4406.2 drawn by: NW reviewed by: C file: 4406A2.11 �r ea icci iolhick�e-�i• L 2,01 E Q) s ELEVATION KEY NOTES STONE VENEER SYSTEM a 6" REVEAL FIBER CEMENT LAP SIDING 0 FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING Oq GLAZING 14 TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 9 4 ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT 4' PER FOOT. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6' ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION 44'-5 5/8" _ TRUSS.BRG 42'-6 3/4" _ TRUSS.BRG 33'-5 5/8" T.O. PLYWD. dll\ TRUSS.BRG- 22'-7 3/4" T.O. PLYWD. 20'-1 1 " TRUSS.BRG aL 1 1 '-9 7/8" T.O. PLYWD. ail SCALE: 3/32"=1'-0" 44'-5 5/8" TRUSS.BRG� 42'-6 3/4" _ TRUSS.BRG 33-5 5/8" T.O. PLYWD. 31 '-8 7/8" TRUSS.BRG 22'-73/4" T.O. PLYWD. 20'-1 1 TRUSS.BRG 1 1 '-9 7/8" T.O. PLYWD. TRUSS.BRG SCALE: 3/32"=1'-0" UU Z Q o n Ln O U o � Q i— p 0:� n" :z LU �' � n o O L0 O Q LU :2w' n � C) O U- (N O0- charlan • brock associates hitects plann 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com UILDING TYP EXTERIOR ELEVATIONS dat y= job I TYPICAL STUCCO NOTES 11 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1 ". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. 05-03-21 4406.2 i by: NW ied by: C file: 4406A2.12 issue history: U .c Iv o U Aft o O od 0 c 2,0 2 ----------------------- -------------------- -- -------------------- -- "IT�7 loll 1 11 F1 I r� L11 I L I.." I I L11 I -I[--] L L--ii--i L-- L I 110=1110mini I BUILDING TYPE ONE - LEFT COURTYARD ELEVATION ini 10=110=11 BUILDING TYPE ONE - REAR COURTYARD ELEVATION ELEVATION KEY NOTES 0 STONE VENEER SYSTEM 0 6" REVEAL FIBER CEMENT LAP SIDING 0 FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING Oq GLAZING Inj INIFE-11 Mimi 6 110=11WAini I 2 44'-5 5/8" TRUSS.BRG 42'-6 3/4" TRUSS.BRG 33'-55/8" �T T.O. PLYWD. T` TRUSS.BRG 22'-73/4" � T.O. PLYWD. 20--1 1 " - - - TRUSS.BRG 1 1 '-9 7/8" T.O. PLYWD. 10'-1 1 /8" TRUSS.BRG 0'-0" T.O. SLAB 3 TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED CONDITIONS. STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. DOORS. REFER TO KEYED NOTES. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 3. ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR 4. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION INTRUSION. REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMEL FIXTURES INCLUDING CULTURED STONE. ALUMINUM. 5. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT FROM UNIT FOR DRAINAGE AT 4' PER FOOT. ROOF PARAPET TERMINATION 6. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED 7. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. UU 0'-0" _ T.O. SLAB SCALE: 3/32"=1'-O" Q o O i�i O LL— U p � Q F— O LIJ n O W O L, �' U w�W0 Q o O, O� (N O 0- charlan lebrock associates hitects plann 1770 fennell street E maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com Q) s EXTERIOR ELEVATIONS SCALE: 3/32"=1'-O" date: 05-03-21'' job no: 4406.21 TYPICAL STUCCO NOTES drawn by: "w reviewed by: CBA 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A file: 4406A2.13' MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. CV issue history: 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER Ad ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE L11 FOLLOWING REQUIREMENTS: a A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1 /2" TO 1 ". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS A2,01 OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. U a� 0 U O 0 od U 0 c C U ni immimmi • • • ELEVATION KEY NOTES STONE VENEER SYSTEM a 6" REVEAL FIBER CEMENT LAP SIDING 0 FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING Oq GLAZING 14 TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 9 4 ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT 4' PER FOOT. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6' ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION 5/8" � TRUSS.BRG 42'-6 3/4" - TRUSS.BRG OL 33-5 5/8" T.O. PLYWD. 31 '-8 7/8" TRUSS.BRG 22'-7 3/4" T.O. PLYWD. L06 20'-11" TRUSS.BRG 11 '-9 7/8" T.O. PLYWD. L 10--1 1 /8" TRUISS.BRG 0'-0„ T.O. SLAB SCALE: 3/32"=1'-0" 00 01 a� 0 N O O 00U QQ U a; Q) 0 L U Q 0 N C Q V �C � U U o J m W UU Z Q o n Ln O U o � Q i— p 0:� n" n W � � 6, O LO O Q W w '' 0 � O o o"�r U- N O0- charlan • brock associates hitects plann 1770 fennell street maitland florida 32751-7208 407'660 8900 f: 407 875 9948 www. . cbaarchitects . com UILDING TYP EXTERIOR ELEVATIONS dat y= job I TYPICAL STUCCO NOTES 11 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1 ". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. 05-03-21 4406.2 i by: NW ied by: C file: 4406A2.14 issue history: 2. E Q) s TOWNHOME - TYPICAL SIDE ELEVATION Q O Z O U W v Z T�30'-0 7/8" _ RG ak 20'-1 1 3/4" T.O. PLYWD. 10'-5 7/8" T.O. PLYWD. SCALE: 1 /8"=1'-O" SCALE: 1 /8"=1'-O" UU Q 30 -0 7/8 J Z C)TRUSS.BRG o O n 20'-11 3/4" W O T.O. PLYWD. Q LU O M 19'-7" TRUSS.BRG W °- 0 w � O Q ' ` V Q � 0 10'-5 7/8" T.O. PLYWD. O U- 0 N 0 0 U O 0- 04 0' charlan * brock T.O. SLAB associates hitects plann 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com TOWNHOME BUILDING EXTERIOR ELEVATIONS OL 30'-0 7/8" _ TRUSS.BRG T20'-11 3/4" date: 05-03-21 T.O. PLYWD. �.� X lob no: 4406.2 drawn by: RMR T TRUSS.BRG reviewed by: C file: 4�406A2.21 (r 10'-5 7/8" :°°` issue history: T.O. PLYWD. 9'-1 1 /8" TRUSS.BRG LU z.. T.O. SLAB <. E B Q) s %\iC07.l OLD WINTER GARDEN ROAD ELEVATION SCALE: 1 /8"=1'-O" 2,02 n BUILDING TYPE THREE - FRONT ELEVATION OLD WINTER GARDEN ROAD ELEVATION ELEVATION KEY NOTES Oj STONE VENEER SYSTEM 6" REVEAL FIBER CEMENT LAP SIDING ❑3 FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM — WOOD SERIES 0 ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE 0 ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING GLAZING 43'-5 5/8" TRUSS.BRG 41 '-6 3/4" TRUSS.BRG OL 32'-5 5/8" T.O. PLYWD. OL 30'-8 7/8" TRUSS.BRG 21 '-7 3/4" _ T.O. PLYWD. 10'-9 7/8" _ T.O. PLYWD. RioT.O. SLAB SCALE: 1 /8"=V-0" SCALE: 1 /8"=1'—O" TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING — CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 3. ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. 4. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. 5. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT 4' PER FOOT. 6. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED 7. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3—SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION 43'-5 5/8" TRUSS.BRG 41 '-6 3/4" TRUSS.BRG OL 32'-5 5/8" _ T.O. PLYWD. Alk 21 '-7 3/4" _ T.O. PLYWD. 19'-1 r TRUSS.BRG 10'-9 7/8" T.O. PLYWD. 9'-1 1 /8' TRUSS.BRG r1�1� .i� M1'M TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO I". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS—CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. charlan le brock associates 16) architects planners Q 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com I s UILDING TYP 11:161=1 EXTERIOR ELEVATIONS date: job no: drawn by: NW reviewed by: C file: 4406A2.31 issue history: 2,o3 U ) 6 U O 0 od U 0 c C U 419 SCALE: 1 /8"=1'-0" n \ _ 'A 0 \ ELEVATION KEY NOTES STONE VENEER SYSTEM 6" REVEAL FIBER CEMENT LAP SIDING FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM — WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING ❑9 GLAZING 43'-5 5/8" TRUSS.BRG Ak 41 '-6 3/4" TRUSS.BRG OL 32'-5 5/8" T.O. PLYWD. OL 21 '-7 3/4" _ T.O. PLYWD. 10'-9 7/8" _ T.O. PLYWD. 9'-1 1 /8" TRUSS.BRG J-, Rio T.O. SLAB SCALE: 1 /8"=1'-0" TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING — CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 3. ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. 4. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. 5. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT 4' PER FOOT. 6. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED 7. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3—SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION 5/8" TRUSS.BRG OL 41 '-6 3/4" _ TRUSS.BRG 32'-5 5/8" T.O. PLYWD. 30'-8 7/8" TRUSS.BRG 21 '-7 3/4" T.O. PLYWD. 19'-11" TRUSS.BRG /8" T.O. PLYWD. TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS—CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. charlan • brock associates 16) architects planners Q 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com I s UILDING TYP EXTERIOR ELEVATIONS date: job no: drawn by: NW reviewed by: C file: 4406A2.32 issue history: 2,o3 419 • • tonal] F11111itm 11] ELEVATION KEY NOTES STONE VENEER SYSTEM 0 6' REVEAL FIBER CEMENT LAP SIDING �3 FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING GLAZING SCALE: 1 /8"=1'-0" SCALE: 1 /8"=1'-0" TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 3. ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. 4. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. 5. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT-!" PER FOOT. 6. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED 7. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. milt 43'-5 5/8" _ TRUSS.BRG 1 '-6 3/4" TRUSS.BRG 32'-5 5/8" T.O. PLYWD. 30'-8 7/8" TRUSS.BRG 21 '-7 3/4" T.O. PLYWD. /8„ T.O. PLYWD. \IIIi�' � A iil ►Q C'� 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6' ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION 43'-5 5/8" _ TRUSS.BRG 41 '-6 3/4" _ TRUSS.BRG 32'-5 5/8" T.O. PLYWD. i 30'-8 7/8" TRUSS.BRG 21 '-7 3/4" T.O. PLYWD. i 19'-11" TRUSS.BRG 10'-9 7/8" _ T.O. PLYWD. i 9'-1 1 /8" TRUSS.BRG .0'-0 T.O. SLAB \lil TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. charlan • brock associates architects planners Q 1770 fennell street maifland florida 32751-7208 407'660 8900 f: 407 875 9948 B www. . cbaarchitects . com I UILDING TYP FOUR EXTERIOR ELEVATIONS date: job no: drawn by: NW reviewed by: C file: 4406A2.41 issue history: ME 419 BUILDING TYPE FOUR - LEFT ELEVATION . . • . . • A • ELEVATION KEY NOTES STONE VENEER SYSTEM 6' REVEAL FIBER CEMENT LAP SIDING FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING GLAZING SCALE: 1 /8"=1'-O" SCALE: 1 /8"=1'-0" TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 3. ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. 4. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. 5. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT-!" PER FOOT. 6. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED 7. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. 5/8" TRUSS.BRG 41 '-6 3/4- _ TRUSS.BRG 32'-5 5/8' T.O. PLYWD. 30'-8 7/8' TRUSS.BRG 21 '-7 3/4' T.O. PLYWD. 1ali� miml�INIIIIII 7/8- T.O. PLYWD. TRUSS.BRG A iil 111� Imo' 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6' ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION 43'-5 5/8" _ TRUSS.BRG T41 '-6 3/4" _ TRUSS.BRG 32'-5 5/8" T.O. PLYWD. 30'-8 7/8" TRUSS.BRG 21 '-7 3/4" T.O. PLYWD. i 19'-11" TRUSS.BRG 10'-9 7/8" _ T.O. PLYWD. / i 9'-1 1 /8" TRUSS.BRG TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. charlan • brock associates 16) architects planners Q 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com I UILDING TYP FOUR EXTERIOR ELEVATIONS date: job no: drawn by: NW reviewed by: C file: 4406A2.42 issue history: ME U a� 0 U 0 0 od U 0 c 0 C U 419 43'-5 5/8" _ TRUSS.BRG 41 '-6 3/4" _ TRUSS.BRG 32'-5 5/8" T.O. PLYWD. 30'-8 7/8" TRUSS.BRG 21 '-7 3/4" T.O. PLYWD. dill\ � ITT TRUSS.BRG 10'-9 7/8" _ T.O. PLYWD. dll\ BUILDING TYPE FOUR - RIGHT COURTYARD ELEVATION SCALE: 1 /8"=1'-0" 43'-5 5/8" TRUSS.BRG 41 '-6 3/4" TRUSS.BRG 32'-5 5/8" T.O. PLYWD. 30'-8 7/8" — —Y TRUSS.BRG ak 21 '-7 3/4" _ T.O. PLYWD. 19'-1 r — — TRUSS.BRG oll] 14 611 L, L4�2 rA;J 0-1 ''111 11111111 1 11i I 5A Na 1, • SCALE: 1 /8"=1'-0" ELEVATION KEY NOTES ❑ STONE VENEER SYSTEM 6' REVEAL FIBER CEMENT LAP SIDING �3 FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING ❑q GLAZING 10'-9 7/8" _ T.O. PLYWD. 9'-1 1 /8" TRUSS.BRG 0'-0„ T.O. SLAB I i 43-5 5/8" TRUSS.BRG — — — — — — 41 '-6 3/4" _ — — I - TRUSS.BRG E] 1:1 L 32'-5 5/8" T.O. PLYWD. TRUSS.BRG L] Ll El J-F 21 '-7 3/4" T.O. PLYWD. IBM ]EMET 19'-11" _ _ ---Y TRUSS.BRG LILL {F1 /8" i /Y T.O. PLYWD. ---- ---- --- flmml I '- — � — / - 1/8„ —Y TRUSS.BRG /El El El 0,-0„ T.O. SLAB 7 1 5 3 2 9 TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED CONDITIONS. STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. DOORS. REFER TO KEYED NOTES. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 3. ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR 4. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION INTRUSION. REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6' ROUND BAKED ENAMEL FIXTURES INCLUDING CULTURED STONE. ALUMINUM. 5. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT FROM UNIT FOR DRAINAGE AT 4' PER FOOT. ROOF PARAPET TERMINATION 6. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED 7. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. SCALE: 1 /8"=1'-0" TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO I". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. charlan • brock associates architects planners a 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 B www . cbaarchitects . com I UILDING TYP FOUR EXTERIOR ELEVATIONS date: job no: drawn by: NW reviewed by: C file: 4406A2.43 issue history: ME 419 TURNPIKE ELEVATION ELEVATION KEY NOTES STONE VENEER SYSTEM 6" REVEAL FIBER CEMENT LAP SIDING FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING ❑9 GLAZING 5. SCALE: 1 /8"=1'-0" TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 3 4 ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT 4' PER FOOT. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. SCALE: 1 /8"=1'-0" 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION 5/8" TRUSS.BRG OL 41 '-6 3/4" _ TRUSS.BRG 32'-5 5/8" T.O. PLYWD. 30'-8 7/8" TRUSS.BRG 21 '-7 3/4" T.O. PLYWD. 19'-11" TRUSS.BRG /8„ T.O. PLYWD. �looT.O. SLAB TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. Z Q o n Ln O U o � Q i— O LU 01 O L0 O Q` W `G uuJ 0 � C) O � (N O0- charlan • brock associates hitects plann 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com UILDING TYP Iwo EXTERIOR ELEVATIONS date 05-03-21 job no: 4406.2 X drawn by: RMR „' reviewed by: C file: 4406A2.51 "4, icci i, lhickrrxi- L 2,o5 E Q) s ELEVATION KEY NOTES STONE VENEER SYSTEM 6" REVEAL FIBER CEMENT LAP SIDING FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING ❑9 GLAZING 5. SCALE: 1 /8"=1'-0" TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 3 4 ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT 4' PER FOOT. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. OL 32'-5 5/8" _ T.O. PLYWD. OL 30'-8 7/8" _ TRUSS.BRG 21 '-7 3/4" T.O. PLYWD. OL 10'-9 7/8" T.O. PLYWD. 9'-1 1 /8" TRUSS.BRG M'111111!111.� SCALE: 1 /8"=1'-0" 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION 5/8" TRUSS.BRG OL 41 '-6 3/4" _ TRUSS.BRG 32'-5 5/8" T.O. PLYWD. 30'-8 7/8" TRUSS.BRG 21 '-7 3/4" T.O. PLYWD. 19'-11" TRUSS.BRG /8„ T.O. PLYWD. �looT.O. SLAB TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. Z Q o n Ln O U o � Q i— O 0:� n" :z n � � 0 cN 01 O L0 O `Q` W G uuJ 0 0:� o O u- (N O0- charlan • brock associates hitects plann 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com UILDING TYP Iwo EXTERIOR ELEVATIONS date 05-03-21 job no: 4406.2 X drawn by: RMR „' reviewed by: C file: 4406A2.52 "4, icci i, lhickrrxi- L 2,o5 E Q) s TURNPIKE ELEVATION SCALE: 1 /8"=1'-0" ELEVATION KEY NOTES STONE VENEER SYSTEM 6" REVEAL FIBER CEMENT LAP SIDING FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING ❑9 GLAZING 5. SCALE: 1 /8"=1'-0" TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 3 4 ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT 4' PER FOOT. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION 43'-5 5/8" TRUSS.BRG 41 '-6 3/4" TRUSS.BRG 32'-5 5/8" _ T.O. PLYWD. 21 '-7 3/4" _ T.O. PLYWD. aal� MIMI- ,4, 10'-9 7/8" T.O. PLYWD. 9'-1 1 /8" TRUSS.BRG TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. Z Q o n Ln O U o � Q i— O 0:� n" :z w W � � n 02N O L0 O Q Lu :2w' n � C) O u- (N O0- charlan • brock associates hitects plann 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com UILDING TYP SIX EXTERIOR ELEVATIONS date 05-03-21 job no: 4406.2 X drawn by: RMR „' reviewed by: C file: 4406A2.61 "4, icci i, lhickrrxi- L 2,o6 E Q) s SCALE: 1 /8"=1'-0" ELEVATION KEY NOTES STONE VENEER SYSTEM 6" REVEAL FIBER CEMENT LAP SIDING FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING ❑9 GLAZING 5. 43-5 5/8" TRUSS.BRG 41 '-6 3/4" TRUSS.BRG 32'-5 5/8" T.O. PLYWD. 41, 30'-8 7/8" TRUSS.BRG 21 '-7 3/4" _ T.O. PLYWD. 19--11" TRUSS.BRG /8„ T.O. PLYWD. 14-1 9'-1 1 /8" _ TRUSS.BRG ails01-01, FloT.O. SLAB SCALE: 1 /8"=1'-0" TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 3 4 ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT 4' PER FOOT. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION 5/8" TRUSS.BRG OL 41 '-6 3/4" TRUSS.BRG� 32'-5 5/8" T.O. PLYWD. 30'-8 7/8" TRUSS.BRG 21 '-7 3/4" T.O. PLYWD. 19'-11" TRUSS.BRG /8" T.O. PLYWD. TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO 1". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. Z Q o n Ln O U o � Q i— O 0:� n" :z w W r, � O02 � 01 L0 O Q Lu :2w' n � C) O u- (N O0- charlan • brock associates hitects plann 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com UILDING TYP SIX EXTERIOR ELEVATIONS date 05-03-21 job no: 4406.2 X drawn by: RMR „' reviewed by: C file: 4406A2.62 ��""�a icci io lhick�e-�i• L 2,o6 E Q) s 31 '-6 7/8" _ TRUSS.BRG 22'-5 3/4" T.O. PLYWD. 10'-9 7/8" _ T.O. PLYWD. ally Y TRUSS.BRG CARRIAGE - TYPICAL SIDE ELEVATION OLD WINTER GARDEN ROAD ELEVATION Q O z O U W v z Q O SCALE: 1 /8"=1'-O" Q 31'-6 7/8" Q TRUSS.BRG J Z n O o 22'-5 3/4" O T.O. PLYWD. O U p i— O 20'-11" W W w � M TRUSS.BRG W CY)rn O 0 O Q �o � � w 0 LU 10'-9 7/8" `.J O o T.O. PLYWD. / O u— N U O, 0- 9'-1 1 /8" TRUSS.BRG Admmft,� i■� 00 01 a� 0 N O O 00U QQ U a; Q) 0 L U Q 0 N C Q _y � U U o J m ^N` C- W UU 0' charlan brock T.O. SLAB associates SCALE: 1 /8"=1'-O" 31 '-6 7/8" _ TRUSS.BRG OL 22'-5 3/4" _ T.O. PLYWD. 20'-11" TRUSS.BRG 10'-9 7/8" T.O. PLYWD. SCALE: 1 /8"=1'-O" hitects plann 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. . cbaarchitects . com CARRIAGE BUILDING EXTERIOR ELEVATIONS date: 05-03-21 job no: 4406.2 drawn by: RMR x reviewed by: file: 4�406A2.71 r issue history: LU 2,o7 E B s U N O U O O od U O c z3 C U 1� L091 CLUBHOUSE LEFT ELEVATION, CLUBHOUSE RIGHT ELEVATION CLUBHOUSE FRONT ELEVATION SCALE: 3/32" = V-0- SCALE: 3/32" = V-0- SCALE: 3/32" = V-0" SCALE: 3/32" = V-0- 20'-0" TRUSS BRG. 16-0-- — WINADAT. 12'-0" — TRUSS BRG. 8'-0" F WINADAT. 20mop '-0" TRUSS BRG. 16-0" I I IF, WINADAT. mop TRUSS BRG. ry 0 n CD L'r) 0 i�i - 0 LL- LU F— � Lu 0 - :z — uJ n 0 01 CY) . 0 _J Lr) LL. Lu < uJLLi 0 0 o 0 0 u- (N 0 0- 00 01 01 F4O 00 U QQ Q) 0) u < 0 C u p L 20'-0" F TRUSS BRG. 16-0" WINADAT. • 12'-0" — F TRUSS BRG. L 8'-0" — charlan * brock- F WINADAT. associates 40111013 t' TRUSS BRG. 16-0-- WINADAT. 12'-0" TRUSS BRG. k 8'-0" M"AMIDOW111 hitects - plann 1770 fennell street maitland florida 32751-7208 407 660 8900 f: 407 875 9948 www. cbaarchitects . com CLUBHOUSE EXTERIOR ELEVATIONS date: 05-03-21 x X job no: 4406.2 X drawn by: RMR x reviewed by: C file: 4406A2.81 CD "4, icci i,hic+rrx/- LU E D Q) ELEVATION KEY NOTES I i I STONE VENEER SYSTEM ❑- 6' REVEAL FIBER CEMENT LAP SIDING 0 FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES 0 ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE ❑� ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING ❑9 GLAZING ANNEX BUILDING REAR ELEVATION 91 TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 3. ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. 4. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. 5. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT-!" PER FOOT. 6. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED 7. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. 6 A5.51 0 11 0 i ol 1%vu�"mm 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6' ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION J 16-0" RAPET APET 101-01, TRS BRG F T mir-1 SCALE: 1 /8"=1'-0" SCALE: 1 /8"=1'-0" _ _ _ J, 16-0" T.O. PARAPET 4L 13'-0" 90 TO PARAPET OL 10'-0" 8'-0" TRS BRG --—�T 0'-0" SCALE: 1 /8"=1'-0" SCALE: 1 /8"=1'-0" TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO I". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. )ck s 2 ELEVATION KEY NOTES Q STONE VENEER SYSTEM Q 6" REVEAL FIBER CEMENT LAP SIDING Q FIBER CEMENT PANELS ® PANELIZED FIBER CEMENT SYSTEM - WOOD SERIES 0 ANODIZED ALUMINUM FIBER CEMENT ACCESSORIES © LIGHT FIXTURE Q ALUMINUM GUARDRAILS ® PREFABRICATED ALUMINUM AWNING Qq GLAZING r� 7 TRASH - RIGHT ELEVATION SCALE: 1/8"--1'-0" TRASH -LEFT ELEVATION IMF ff aiqk"—k lik'011111 SCALE: 1 /8"=1'-O" SCALE: 1 /8"=1'-0" 9' 4" 2 t 4m v SCALE: 1 /8"=1'-O" TYPICAL ELEVATION NOTES 1. TYPICAL EXTERIOR CLADDING - CEMENTITIOUS LAPPED SIDING, CEMENTITIOUS PANEL, PANELIZED FIBER CEMENT SYSTEM AND CULTURED STONE VENEER OVER STRUCTURAL SHEATHING WITH FLUID APPLIED WEATHER BARRIER. STONE VENEER TO BE INSTALLED OVER STUCCO BASE WITH METAL LATH ON DRAIN MAT ON SECOND LATER OF WEATHER RESISTIVE BARRIER. REFER TO KEYED NOTES. 2. ALL EXTERIOR WOOD TRIM TO BE 5/4" HARDI TRIM 3. ALL PENETRATIONS MUST BE PROPERLY FLASHED AND/OR SEALED. ATTACHMENTS THROUGH EXTERIOR SKIN SHALL BE SET IN BED OF SEALANT. 4. ALL BUILDING MOUNTED EQUIPMENT, PANELS, ETC. SHALL BE MOUNTED AFTER EXTERIOR FINISH IS APPLIED AND PAINTED. IF SEQUENCING OF CONSTRUCTION REQUIRES MOUNTING PRIOR TO THIS, CONTRACTOR SHALL SUBMIT METHOD OF MOUNTING AND WATERPROOFING TO ARCHITECT FOR APPROVAL. PLINTH BLOCKING REQUIRED AT ALL PENETRATIONS AND SURFACE MOUNTED FIXTURES INCLUDING CULTURED STONE. 5. ALL UNIT BALCONIES TO HAVE STRUCTURAL FLOOR SYSTEM SLOPED AWAY FROM UNIT FOR DRAINAGE AT L" PER FOOT. 6. ALL EXTERIOR BALCONY RAILS TO BE PREFINISHED 7. ALL FINISH GRADE SHALL BE MINIMUM 8" BELOW FINISH FLOOR AND SLOPE AWAY FROM BUILDING. 13'-3 1 /8" TO PARAPET h � :1 'L W �0 SCALE: 1 /8"=1'-O" 13-3 1 /8" TO PARAPET MAINTENANCE - SIDE ELEVATION 2 SCALE: 1 /8"=1'-O" 8. PROVIDE URETHANE SEALANT AT ALL SIDING, PANEL AND TRIM CONDITIONS. 9. PROVIDE URETHANE SEALANT W/ BOND BREAKER OR BACKER ROD (TO PREVENT 3-SIDED ADHESION) AT PERIMETER OF WINDOWS / DOORS. 10. PROVIDE SEALANT JOINTS AT INTERFACE BETWEEN DISSIMILAR SUBSTRATES, SUCH AS BALCONY CEILINGS, BALCONY EXTERIOR EDGES, EXTERIOR WALL TO SOFFIT AND CEILING CONDITIONS ECT. 11. PROVIDE POSITIVE SLOPE 1:2 AT TOP OF METAL FLASHINGS AT TRIM BANDS, TYPICAL. 12. ALL ATTACHMENT AND PENETRATION THROUGH THE EXTERIOR CLADDING SYSTEM MUST BE SEALED AGAINST POTENTIAL WATER INTRUSION. 13. EXTERIOR WALLS TO BE PAINTED PRIOR TO INSTALLATION OF DOWNSPOUTS. ALL DOWNSPOUTS TO BE 6" ROUND BAKED ENAMEL ALUMINUM. 14. ALL ROOF TO WALL TERMINATIONS MUST HAVE SADDLE FLASHING AT ROOF PARAPET TERMINATION ry Q C)O `� � J O� W U c � Q ` W F— O .� LIJ n W O E21M U u Q 0 � O O 01 11�r O N O 0- ch rlan • br i ck sso iat s hitects I• plann 1770 fenhell street 13 -3 1 /8" maifland Honda 32751-�208 'r TO PARAPET 407 660 8900 . 407 875 t948 wwW . cbaar hitects . om 9'-1 1 /8" 6R�,PRG ;IFF HD HGT ANCILLARY SCALE: 1 /8"=1'-O" TYPICAL STUCCO NOTES 1. WEEP SCREED SHALL BE APPLIED AT FOUNDATION. PLACE LINE AT A MIN. OF 4" ABOVE FINISHED GRADE AND MIN. OF 2" ABOVE PAVED AREAS. 2. METAL LATH TO BE INSTALLED OVER 60 MINUTE BUILDING PAPER PER ASTM C-1063. 3. CONTROL JOINTS TO BE INSTALLED PER ASTM C-1063 INCLUDING THE FOLLOWING REQUIREMENTS: A) CONTROL JOINTS TO BE INSTALLED IN WALLS TO DELINEATE AREAS NOT MORE THAN 144 SQ. FT. B) DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18'-0" IN EITHER DIRECTION OR A LENGTH TO WIDTH RATIO OF 2-1/2" TO I". C) CONTROL JOINTS SHALL BE INSTALLED AT FLOOR LINES. D) METAL LATH SHALL BE DIS-CONTINUOUS (CUT) AT CONTROL JOINTS, DO NOT CUT PAPER. LATH IS NOT REQUIRED TO BE CUT AT AESTHETIC JOINTS WHERE JOINTS SHOWN ON ELEVATION EXCEED THE REQUIREMENTS OF ASTM C-1063. AS SUCH STUCCO CONTRACTOR HAS OPTION OF ONLY CUTTING JOINTS REQUIRED TO COMPLY WITH ASTM C-1063. BUILDING EXTERIOR ELEVATIONS datei: 04-20-21 ° job no: 4406.2 dra n by: MV reviewed by: C p file: �406A2.92 4 issue history: 21,09 2 3 Q) Q) ^G CL O 1p Lo 0 0 N O N FRONT ELEVATION SIDE ELEVATION 118" =1'-0" f � a3 R .m E i ust, eleihYRson Robert T'rank Florida 6_11=92AZOOM DATE: July 13, 2021 TO: Planning and Zoning Commission 'o mlssle}nE,rs t_,arry Brinson, Sr., District 1 Rose;rnary Wilsen, :District, ? Richard Firstner, District 3 George e 01ive r 111, District; 4 FROM: Michael Rumer, Development Services Director SUBJECT: Fountains at Highland Park PUD Substantial Amendment for Pruitt Health Skilled Nursing Facility Project No: RZ-21-03-05 ISSUE: Should the Planning and Zoning Commission recommend Approval of the Substantial Amendment to the Fountains at Highland Park Land Use Plan for Pruitt Health Skilled Nursing Facility? BACKGROUND: The parent parcel is approximately 12.34 acres in size and is located on the north side of Tomyn Boulevard and south of the Florida Turnpike approximately 2,000 feet west of Maguire Road (Physical Address 11311 Tomyn Boulevard). The subject property is currently undeveloped and is covered with a small variety of trees, of which a majority consists of planted pine trees. The table below references the future land uses, zoning classifications and existing land uses of the surrounding parcels: Direction Future Land Use Zoning Classification Existing Land Use North Commercial General Commercial "C-3" Vacant Commercial (across Florida Turnpike) East Commercial Planned Unit Development "PUD" Inspiration Mixed Use Development South Low Density Residential Single -Family Dwelling "R-1A" Residential (Brookestone) West Unclassified Unclassified FDOT - Water Retention Pond The Future Land Use for the site is "Commercial" and the Zoning classification for the site is Planned Unit Development (PUD). The City approved PUD, and Preliminary Subdivision Plan include uses in the C-3 Zoning District, and more specifically included a total of seventeen (17) commercial lots to be developed in two (2) Phases. Phase 1 included over 114,900 SF of Medical Office, Office, and Restaurant uses in 16 separate buildings ranging in size and height. The Phase 2 PUD / Final Subdivision Plan consists of a 12,022 SF (Primrose School) Day Care building on Lot 17 and its associated infrastructure. The infrastructure provided for this lot included utilities, stormwater pond, sidewalks, entrance landscaping, access driveway, and an eastbound 145-foot left -turn lane into the site on Tomyn Boulevard. The Planning and Zoning Commission Meeting Date July 13, 2021 Page 2 of 2 DISCUSSION: The proposed Pruitt Health Skilled Nursing Facility is proposed at 95,516 SF / 120 Bed Nursing Facility on 4.3 acres. The facility has outdoor corridors and is one-story. The proposed building will sit in the middle of the site, with the existing stormwater pond being moved to the west side of the property. Access will be provided via the current driveway location on Tomyn Blvd. Parking will be provided around the building on all four sides. The site is providing 113 parking spaces, of which 46 are required by code. The proposed development will ultimately build out the remaining land of the PUD and include a revised Master Stormwater retention pond, associated landscape buffers, wall along Tomyn Blvd, and utilities. A private lift station will be provided by the development and will tie into existing public facilities. The Fountains at Highland Park PUD was approved with a total of 2,378 new external Average Daily Trips (ADT) and 354 PM peak hour trips. The proposed development is projected to generate 1,362 fewer daily trips and 200 fewer PM peak hour trips than the previously approved land uses. Therefore, the requested modification will not result in an increased burden on transportation network. DEVELOPMENT REVIEW COMMITTEE RECOMMENDATION: The Development Review Committee (DRC) met on June 21, 2021, and reviewed the Amendment to the PUD/Land Use Plan for Fountains at Highland Park PUD. According to the City's Land Development Code, alterations to an approved PUD/Land Use Plan shall be classified as either substantial or nonsubstantial by the DRC. The Committee determined that the proposed amendment was considered a Substantial Amendment due to the criteria established in the City's Land Development Code. When the discussion was finished, the DRC voted unanimously to recommend approval of the Substantial Amendment to the Fountains at Highland Park PUD for Pruitt Health Skilled Nursing Facility subject to the following conditions: Recommend approval subject to finalization of the DRC comments and conditions that the onsite sewer lift station will be private. STAFF RECOMMENDATION: Staff recommends that the Planning and Zoning Commission recommend Approval of the Substantial Amendment to Fountains at Highland Park PUD for the Pruitt Health Skilled Nursing Center. Attachments: Location Map Aerial Zoning Future Land Use Proposed PUD Land Use Plan Dated March 03, 2021 PUD Land Use Plan Approved November 18, 2008 Pruitt Health Skilled Nursing Facility Rendering Pruitt Health Justification Statement Traffic Generation Evaluation Pruitt Health SNF Aerial Map Map Insert Case Name Surrounding Future Land Use Map t Development Services Department 0 185 370 740 Feet Created: month year C=SubjectPrope rty Future Land Use Classification: Low Density Residential (LDR) ' Medium Density Residential (MDR) High Density Residential (HDR) Professional Offices and Services (PS Commercial (COMM) Light Industrial (LI) Heavy Industrial (HI) MINCons plains (CONS) Recreation and Open Space (REC) Public Facilities/Institutional (INST) c E m d a ''qF'AF-F'mw41gr*Am**Aff1111 111 gal III! LEGAL DESCRIPTION: L 0 T 1, FOUNTAINS A T T1 VOL I PLA CE, A CCORDING TO THE MAP OR PLA T THEREOF AS RECORDED IN PLA T BOOK 81, PAGE 147, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA. Planning 10060 SKINNER JACKSON VI LLE (904) 265 3030 No] LOCATION MAP 1" = 1500' DRAWING INDEX DRAWING NO. DRAWING TITLE C100 COVER C101 CONDITIONS OF APPROVAL C150 OVERALL SITE PLAN OWNER/DEVEL OPER PRUI TT PROPER TIES, INC. 7626 IEURGEIVS COURT NORCROSS, GA 30093 CONTACT.NEIL PRUITT ° C/ VIL ENGINEER CONNELL Y do WICKER INC C 0 e Wc e 10060 SKINNER LAKE DR., SUITE 500 JACKSONVILLE, FL 32246 (904) 265- 3030 co CONTACT. AUTUMN HUBSCB, P. E. SUR VE KOR Engineering landscape Architecture SAKE DR., SUITE 5001560 NORTH ORANGE AVE., SUITE 210 FLORIDA 32246 WINTER PARK, FLORIDA 32789 SAX: (904) 265 3031 (407) 261 3100 SAX: (407) 261 3099 FLORIDA REGISTRY: 3650 L.A. NUMBER; LC26000311 www.cwieng.com SECOM L L C 7279 ROXBORO ROAD L ONGWOOD, FL 32750 (407) 694-2467 Project No.: 20-04000 Designed: .:.. Checked:� ICI .: Date: Sheet C1 11 h. (U CONDITIONS OF APPROVAL CIO ► V 1. The PUD known as `Fountains at Tivoli Place'shall be renamed to 'PruittHealth 'dated 2027. ii��` > V) 2. The City of Ocoee is subject to the terms, provisions and restrictions of Florida Statutes, Chapter 763, concerning moratoria on the issuance of building permits under certain circumstances. The City has no lawful authority to exempt any private entity from the application of such state legislation and nothing herein shall be construed as such an exemption. J. Except as specifically noted on this plan, development of this property shall be consistent with the requirements of the City of Ocoee Code, 4. Nothing herein shall be construed to waive any provision of the /and development code except to the extent expressly set forth on a waiver table or explicitly set out on the plan. 5 This project shall comply with, adhere to, and not deviate from or otherwise conflIct with any verbal or written promise or representation made by the owner/applicant (or authorized agent thereof) to the city commission at any public hearing where this project was considered for approval where such promise or representation,whether oral or written was relied upon by the city commission in approving the project, could have reasonably been expected to have been relied upon by the City commission in approving the project, or could have reasonably induced or otherwise influenced the city commission to approve the project for purposes of this condition of approval. A promise or representation shall be deemed to have been made to the city commission by the owner/applicant (or authorized agent thereof) if it was expressly made to the city commission at a public hearing where the project was considered for approval. 6 Any damage caused to any public streets as a result of the construction activities related to the project shall be promptly repaired b/ the owner to the applicable governmental standards at the owner's sole cost and expense. 7 There shall be no access from the property to any public streets except at the approved locations shown on the approved final subdivision plan. S. Wetland and existing surface water impact for this property is regulated by St. Johns River Water Management District (SJFWVD) and the Florida Department of Environmental Protection (FDE-P). General or individual permits are required from these agencies prior to commencement of construction. 9. Parking shall be provided in accordance with the City of Ocoee Land Development Code, 70. Both Reclaimed water and potable will be used for irrigation purposes. 77. The Developer shall be responsible for installing reuse lines along with the other project infrastructure at such time as reuse water is available to the property. 72. Drainage easements are shown for location only. Final easement dimensions will be shown on the final plans and will be sized to meet City requirements. LL 0 AW11 C) LL (D z U) z 0 LU U) E — 0 ci)c) 0 0 LL- Of < a- M LLJ D 0 0I < CN D Cn 0 0 Li > < X n L-Li L- C-D z Ell- < C) � 0 Cf) 0-0 Q < 0 N C) Z E 0 1-0 0 —1 LL- A" E 0 Q) cl� M= M= I on Project No.: 20-04-0001 Designed:• RRB Checked: RRB-- Date: JUNE 2021I III Sheet C 10 1 IN FlENCE COMM 1,3' N, 0,14, W. POND RETAINING WALL ( T IvP) P4 kp� RET1­,,N'3iON POND 81, F"DOT 719 10MLAND BLVD, DMAND ,raw I - 0 '4, uk v) 8 3 IL C� , 1131 "1 W 0 6m, ,, (A 0 0 C-) E3 W 0 '3 ',g 4" 0 tl L 0 -3 (k - L., a (L"11 ('11" ZONED U z ZONED V .3 35 166.48' ,"Radius= I I)elta= 1-4'5133'�" A 26�32 I 5 1 . 91 Or,-,ord Brg. a M-NICE CORNIUR 5,6 N� DA W. FENCE 01%3F-'14E1F,,z 1"5 UMFTIFI) ACUE"N'S MGHT-OF",-WAY UNE III PER STAT ROAD 429, SE, ON E,(,,)O Sii-iEET 3 1 Lf 4^4 CM 6' CMAINUNK KNCE �,R# 6529 FPC VALAIA, 7' CURB BEARWG I ------ U N D "I iR N 0 N U M ILI I, SW., CORNFOR, NW,. 1,14 30-22-28 ................... . .. . .. .... . . . .... ................... N 8 9 4 0,Qs!3" E. 339,,93' . ............ -------- IJ ----------- 'FE1 .............. T E 1, . ............. . .. ........... ............. 1- - - ------ . . ............ . e,,!' 1,�N U-K F134 Ova VPORAT10h, EAMEMEM' 2 m202. r1r;E 551 2'3 101, 3 5 FLORDA"S TANRKE MG1fP---0E--,,WAY vmm'ts' (PUBUC) Tangent= 196.17 Chord= 391.97 C'nord Brg. S.8749`57"E t-FOUND 4'X4CM' kl NO NUM6 WR& DF)1(,`H TOE FENCE I A) N. TE! -- --------- ------fEL ---------- JQ@ ------ - - --A�Q ------ ---- ------ 4- mal (xv, rm 7777oAll 2 '177-7777-F 1-10t I 10.71 ACRES F7, 2ao 7�77, HUIL DING E 95,516 sq. ft. 5 TORIES PUD,-C(,,WM 2JO Ell (AB. 1 '00, Pg, fV91, 'I Condominlun-, Tract CC Al kntrument # 20190,4955672 BOWED C--3 IFO21 OWNIEP,', �nw kratkxi Town (Uatw Matter 6965 plazz"a 0"ande k4mue (NiWndki, FL Lai DIPLOMAT TOWER 21 PROPERTY ........... &a Q. 0 p, 0 ZONED 'r -q �4 LANDUSE COMMERCIAL Q. 'f H E69-1 N 90'00'00"12' poll OMM Ocklatba" HoWng BoWeva'd W ly q� Wo Tan n 0come, FL A"I . ............ 11 t LOT 2 CONT.ANS is ACRES 0 C11 181 , otJ 4 f 0 C'a 60" Rh%fT--0E--WAY 0­ (VACAITED PER 0,,R9800 PF IF 30' PUBUC U"TiLTITY EMSEMENT PAGE 6975) z MVIBIEM WE FTENWX OA 9801, PAGE U975 T FOCE LIFT STATION - AREA '14 I - 0 MA RSHAL RIMS RD. S89`,31'26"W 36618" URT ROAD J — — — , — 111. -777U,17 "7 —7 7�. sm, omm", c*- 8") 77 - �s =77 -7 !, 7 NO 4 77 ,nuR 77— aV,07 SL C(,)RNL\I,, NL 1/4 ")ffCH 30-22 28 6 E� 17 0:?)17-' Am =7' eMB, "RE FENCE,,--/ FENCE RNER, DGE ........................................ ECF WATER 0, 0' N t kh, ZONED 'R— IA' ANDUSE — RESIDENTI L Chord POTENTIAL /T/ C;7r7 S,139*31'24""W, 285,27' .... ... ... . TURN L A ME 106�79' RE1'F`NTK)N POND . . . .. . . ... . . % P, kk 31" 6), "p & Radius= 750 Delta= 08'0' 2 Arc 1 6— .... ......... J, '11-a n g e n t 53.1 Chord= 106,03 r W64 4'56" LAND USE DATA PARCEL ID. - EXISTING LAND USE EXISTING ZONING." PROPOSE USE. TOTAL AREA. - TOTAL IMPERVIOUS AREA. - TOTAL OPEN SPACE - TOTAL FLOOR AREA: FLOOR AREA RA TIO.- 30-22-28-2861-01-000 COMMERCIAL PUD-COMM 120 BED NURSING FACILITY (95,516 SO. FT) 10.71 ACRES 4.33 A CRES 6.38 A CRES 95,516 SO. FT .20 MIN BUILDING SETBACKS - FL ORIDA 'S TURNPIKE 75 TO W YN RD. 50 EA S T BOUNDA R Y 15 J WEST BOUNDARY 15, MAX. BUILDING HEIGHT 55' (4 STORIES) PROPOSED BUILDING HEIGHT I STORY PARKING CAL CUL A TION NURSING FACILITY MINIMUM SPACES REQUIRED: I SPA CE16 PA TIL-N T BEDS, PL US I SPA CL-15 TA FF OR VISITING DOCTOR, PLUS 1/SPACE FOR 2 EMPLOYEES INCLUDING NURSES = 46 SPA CES REQUIRED = 46 SPA CES PRO VIDED HANDICAP = 12 SPA CES REGULAR = II I SPACES TO TA L = 113 SPA CES SOIL S TYPES 26 ONA FINE SAND 44 SM YRNA 54 ZOLF0 FINE SAND LEGEND 26 SOIL TYPE SYMBOL E2 PARKING COUNT SYMBOL 20 01 20 40' • (U iopo' E, OM Cq - 0 0)0 tj _J 0 LL. (0 X —J < W LLI m (z z 0) �oz 0 n 04 -J 04 V) 0 0 U) C) < x r) < LLJ U- Z < W 0 Ln 0 (D ofLLJ 0 04 Z C) r- 0 (0 0 -J LO It LL- K13 C 0 0 c3 C 6 z UJ C) < U) UJ 0 —J LL LU (D 0 LL. 0 UJ z n LU LL U) L LJ < a- 0 - 0 0 LLJ Z L.I. 0 CL LU U) LJ Ci r- CD r,: m C) Ld C= <-J >- LL- Of Project No.: 21-04-0001 Designed: Drawn: RR13 RAH Checked: O.C.: RR13 RCW Date: February 2020 Scale: 11, = 40' Sheet C1 50 F-- Cn D 0 C) Ld D F-- bi 0-1 Ld m 0 F- V) F- C) Ld 0 tL Ld F- 0 0 C) Ld U) D Ld m 0 F-- F- 0 F- F-: a_ fy_ 0 Ld —J 0 C) Ld 0- 0 C) 0-1 0 Q Ld C) D Q 0 0-1 IL Ld fy_ Ld m 0 F- 0 CU Ld y C) —J —J Ld 0 C) LL. 0 Ld a_ 0 Ld F- C/) CD ly- C) F- GENERAL NOTES 1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN COMPLETED AND APPROVED BY THE PROJECT ARCHITECT OR EQUAL 5. ALL PLANTS HALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANTS ORIGINAL GRADE BEFORE DIGGING 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOTBOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT TIME OF PLANTING 7. WITH CONTAINER GROWN STOCK , THE CONTAINER SHALL BE REMOVED AND THE CONTINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS 8. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUB SHALL BE STAKED FOR APPROVAL THE PROJECT LANDSCAPE ARCHITECT OR EQUAL 9. ALL PLANT MATERIAL SHALL BE SELECTED AT THE NURSERIES BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL 10. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS AND THE CONTRACT SPECIFICATIONS 11. ALL PLANTS AN STAKES SHALL BE SET PLUM UNLESS OTHERWISE SPECIFIED. 12. THE LANDSCAPE CONTRACTOR SHALL PROVIDE FILL AS PER THE CONTRACT SPECIFICATIONS 13. ALL PLANTS SHALL BE WTERED THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, IF NECESSARY, DURING THE FIRST GROWING SEASON. 14. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 15. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE PLANT LIST FOR SEASONAL REQUIREMENTS RELATED TO THE TIME OF PLANTING. 16. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTINGS INCLUDING BUT NOT LIMITED TO WATERING, SPRAYING, MULCHING, FERTILIZING, ETC. OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT OR THE OWNER. 17. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AT A MINIMUM DEPTH OF 2". 1) INTEKIOK KEQUIKEMENTS I TREE PEK 4 PAKKIN6f SPACES 113/4 - 28 TKEES 2) BUILDING PEKIMETEK KEQUIKEMENTS I,4%5 TOTAL LF I TKEE PEK 30 LF 1,4(,5/30= 48 TOTAL PEKIMETEK TKEES - 48 3) LANDSCAPE BUFFEKS ALONG PUBLIC, STKEETS 2 SHADE TKEES PEK 100 LF 3 UNDEKSTOKY TKEES PEK 100 LF 492 TOTAL LF 492/100- 4 MIN SHADE X 312 MIN UNDEKSTOKY 4) TOTAL KEQUIKED TKEES 28 + 48 + 4 + 12 - 92 TKEES 0 -J 5HAP� TP,�F 51" F0 40 0 20 40 80 120 SCALE: 1 " = 40' Project: Pruitt Health Ocoee Prepared For: Russell Landscape 4300 Woodward Way Sugar Hill, GA 30518 (770) 446-3552 www.russelilandscape.com Russell Landscape Contractors, LLC 4300 Woodward Way Sugar Hill, GA 30518 t770-446-3552 f770-441-9061 All reproduction & intellectual property rights reserved © 2020 Professional Seals Sheet Number L1 —❑HE — — —❑HE — — — —❑H — — —❑HE — — —❑HE 12.0'L-5.0' \ � s o' ' \ N 0 p •.a I-20.0' 0 0 /1z- o Y a a � I-20.0' ' I+ 1 I 0 o o I--20.0' ; 2 °' 0 / / a 0- —SS i SS— — —SS— — —SS— — —Ss— —❑HE — — —I C 122 S _ S — = 124 124' — — — // 123' — — — GENERAL NOTES 1. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING WORK. 2. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON ALL DRAWINGS. 3. ALL MATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 4. NO PLANT SHALL BE PUT INTO THE GROUND BEFORE ROUGH GRADING HAS BEEN COMPLETED AND APPROVED BY THE PROJECT ARCHITECT OR EQUAL 5. ALL PLANTS HALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANTS ORIGINAL GRADE BEFORE DIGGING 6. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER GROWN STOCK WILL BE ACCEPTED IF IT IS ROOTBOUND. ALL ROOT WRAPPING MATERIAL MADE OF SYNTHETICS OR PLASTICS SHALL BE REMOVED AT TIME OF PLANTING 7. WITH CONTAINER GROWN STOCK , THE CONTAINER SHALL BE REMOVED AND THE CONTINER BALL SHALL BE CUT THROUGH THE SURFACE IN TWO VERTICAL LOCATIONS 8. THE DAY PRIOR TO PLANTING, THE LOCATION OF ALL TREES AND SHRUB SHALL BE STAKED FOR APPROVAL THE PROJECT LANDSCAPE ARCHITECT OR EQUAL 9. ALL PLANT MATERIAL SHALL BE SELECTED AT THE NURSERIES BY THE PROJECT LANDSCAPE ARCHITECT OR EQUAL 10. ALL PLANTS SHALL BE INSTALLED AS PER DETAILS AND THE CONTRACT SPECIFICATIONS 11. ALL PLANTS AN STAKES SHALL BE SET PLUM UNLESS OTHERWISE SPECIFIED. 12. THE LANDSCAPE CONTRACTOR SHALL PROVIDE FILL AS PER THE CONTRACT SPECIFICATIONS 13. ALL PLANTS SHALL BE WTERED THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD AFTER PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, IF NECESSARY, DURING THE FIRST GROWING SEASON. 14. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 15. THE LANDSCAPE CONTRACTOR SHALL REFER TO THE PLANT LIST FOR SEASONAL REQUIREMENTS RELATED TO THE TIME OF PLANTING. 16. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTINGS INCLUDING BUT NOT LIMITED TO WATERING, SPRAYING, MULCHING, FERTILIZING, ETC. OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT OR THE OWNER. 17. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED AT A MINIMUM DEPTH OF 2". \1 � Qu p�MFI\IT5 1p\�� & 5HP\W 1,F6FNb 1) INTEKIOK KEQUIKEMENTS I TREE PEK 4 PAKKIN6f SPACES 113/4 = 28 TKEES 2) BUILDING PEKIMETEK KEQUIKEMENTS I,4%5 TOTAL LF I TKEE PEK 30 LF 1,4(,5/30- 48 TOTAL PEKIMETEK TKEES - 48 3) LANDSCAPE BUFFEKS ALONG PUBLIC, STKEETS 2 SHADE TKEES PEK 100 LF 3 UNDEKSTOKY TKEES PEK 100 LF 492 TOTAL LF 492/100- 4 MIN SHADE X 312 MIN UNDEKSTOKY 4) TOTAL KEQUIKED TKEES 28 + 48 + 4 + 12 - 92 TKEES 0 5HAP� TP,�F M�Pv5for'y 51 I('D 40 0 20 40 80 120 SCALE: 1 " = 40' Project: Pruitt Health Ocoee Prepared For: Russell Landscape 4300 Woodward Way Sugar Hill, GA 30518 (770) 446-3552 www.russelilandscape.com Russell Landscape Contractors, LLC 4300 Woodward Way Sugar Hill, GA 30518 t770-446-3552 f770-441-9061 All reproduction & intellectual property rights reserved © 2020 Professional Seals i L, SUBDIVISION PLAA UTILITY COMPANIES CITY OF OCOEE UTILITY DIVISION 150 NORTH LAKESHORE DRIVE OCOEE, FLORIDA 34761 (407)905--3100 FOUNTAINS AT HIGHLAND PARK PRELIMINARY SUBDIVISION 1 SITE PLAN The Mayor and City Commissioners on November I8, 2008 under Agenda Section G, Item 10b, approved the Preliminary Subdivision Plan for Fountains at Highland Park, date stamped received by the City of Ocoee on October 2, 2008, with the same 5 additional cOnditions of Approval that are applicable to the PUD Land Use Plan t Rezoning Ordinance and subject to the execution of the Development Agreement SoVeii, Mayor Attes£. C*Glerrk FOUNTAINS AT HIGHLAND PARK DEVELOPMENT AGREEIVtI:NT The Mayor and City Commissioners on November 18, 2008 under Agenda Section G, item 10c. approved the Development Agreement for Fountains at Highland Park between! Dempsey Boyd and the City of Ocoee, with the changes to Section 7 on Sanitary Sewer Requirements and Section 8 . on Billboards as previously discussed by the City Attorney and w;th the additional five Conditions of Approval applicable to the PUD being incorporated info the Development Agreement. M1h7 S. Sc Vanderg . Mayor Attes . W L-1,V' Ciiy Cle/P P. F,, T,, TifA P. 17 Al� T 4 PT,4A rk is �. �! �, ,• 5 L 6ANff-M NEWER CITY OF OCOEE UTILITY DIVISION 150 NORTH LAKESHORE DRIVE OCOEE, FLORIDA 34761 (407)905-3100 CAME EMMBQ BR AA OUSE NETWORKS 33 NORTH MAIN STREET 3767 ALL AMERICAN BLVD: WINTER GARDEN, FLORIDA 34787 ORLANDO, FLORIDA 32810 (407)814-5271 (407)532-8509 CALL THE SUNSHINE STATE ONE CALL 8 1 1 OR 1-BOD-432-4770 48 HOURS BEFORE DIGGING FOR THE LOCATION OF UNDERGROUND UTILITIES. S 30-v T 22S, R 28E C-1-TY OF �r" t II" tfr. :� i\E 15 Utz 1' , `� i. r D A UG %�e US �,1.' if1 l� J APPLICANT TOMYN OFFICE PARK, LLC. 5850 T.G. LEE BLVD., SUITE 250 ORLANDO, FLORIDA 32822 (407)298--4141 PROPERTY OWNER DEMPSEY BOYD 3275 HIGHWAY 30 CLAYTON, ALABAMA 36016 (407)298- 4141 LANDSCAPE ARCHITECT ANDERSEN & ASSOCIATES DEVELOPMENT CONSULTING,. INC.. 1730 PERCH LANE SANFORD, FLORIDA 32771 (407)330-9980 RECLAIMED W AM CITY OF OCOEE 'UTILITY DIVISION PROGRESS ENERGY 150 NORTH LAKESHORE DRIVE 8407 BOGGY CREEK ROAD OCOEE, FLORIDA 34761 ORLANDO, FLORIDA 32824 (407)905--3100 . (407)905-3305 LAKE APOPKA NATURAL GAS 1320 WINTER GARDEN-VINELAND ROAD WINTER GARDEN, FLORIDA 34787 (407)656-2734 ENGINEER. EVANS ENGINEERING, INC. 719 IRMA AVENUE ORLANDO, FLORIDA 32803 (407)872--1515 SURVEYOR A LD 11, INC. 5850 LAKEHURST DRIVE, STE. 150--133 ORLANDO, FLORIDA 32819 (407)352--7181 GEOTECH NODARSE & ASSOCIATES 1030 NORTH ORLANDO AVENUE, SUITE A WINTER PARK, FLORIDA 32789 (407)740--6110 PLAN PROVIDED FOR: ■ PRELIMINARY PLAN ❑ BID SET ❑ PERMIT REVIEW SET ❑ CONSTRUCTION SET ❑ RECORD DRAINING * THIS PLAN SHALL NOT BE USED FOR CONSTRUCTION UNLESS APPROVED FOR CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING ALL PERMITS HAVE BEEN OBTAINED PRIOR TO STARTING CONSTRUCTION. IEVANS ENMEERUNC11, INC. CIVAL ENGINEERING LAND PLANNING PERMITTING SERVICES 71.0 IRMA AVENUE ORLANDO, FLORIDA 32803 `.(407) 872-1516 www.evansenginc.com CERTIFICATE OF AUTHORIZATION NO. 00005788 sa 0 VICINITY MAP N.T.S. WAIVER TABLE ARK PUD LAND USE PLAN I REZONING tiers on November 18, 2008 under Agenda 'd€nance No. 2008-019 with the following five along Tomyn Bfvd. in front of the project, with the Final Subdivision Plan. trees from Phase 2, Lot #17 before development on the south side of Phase 2, Lot #17 before the ;onstruction on Phase 2, Lot #17. Vucted prior to the owner puffing an infrastructure guaranteed cycle in a standard rotation, on both year with the copy provided by the City of Ocoee. AttesS(1� /�W 6(Ai city clerk ADOPTED C-3 WAIVER REQUESTS JUSTIFICATION ZONING STANDARDS LDC, ARTICLE V, REQUEST TO ALLOW COMMERCIAL LOTS TO BE LESS THAN ENHANCED LANDSCAPING ALONG TOMYN TABLE 5-2 ONE ACRE IN SIZE. ROAD, ENHANCED ENTRANCE. WATER MINIMUM LOT SIZE IS ONE ACRE FEATURES, REMOVAL OF EXISTING BILLBOARD SIGNS PER DEVELOPMENT AGREEMENT. LDC, ARTICLE V, REQUEST TO ALLOW COMMERCIAL LOTS TO HAVE A LOT ENHANCED LANDSCAPING ALONG TOMYN TABLE 5-2 WIDTH LESS THAN 150 FEET. ROAD, ENHANCED ENTRANCE, WATER MINIMUM LOT WIDTH IS 150 FEET. FEATURES, REMOVAL OF EXISTING BILLBOARD SIGNS PER DEVELOPMENT AGREEMENT,. LDC, ARTICLE V, REQUEST TO ALLOW THE MAXIMUM HEIGHT OF 55 FEET IN ENHANCED LANDSCAPING ALONG TOMYN TABLE 5-2 HEIGHT IN LIEU OF THE 45 FEET MAXIMUM BUILDING ROAD, ENHANCED ENTRANCE, WATER MAXIMUM BUILDING HEIGHT IS 45 FEET. HEIGHT PER CAE. FEATURES, REMOVAL OF EXISTING BILLBOARD SIGNS PER DEVELOPMENT AGREEMENT, LDC, ARTICLE V, REQUEST TO ALLOW THE MINIMUM FRONT BUILDING SETBACKS ENHANCED LANDSCAPING ALONG TOMYN TABLE 5-2 ON LOTS TO BE 0 FEET. ROAD. ENHANCED ENTRANCE, WATER MINIMUM FRONT BUILDING SETBACK IS 25 FEET. FEATURES, REMOVAL OF EXISTING BILLBOARD SIGNS PER DEVELOPMENT AGREEMENT. LDC, ARTICLE V, REQUEST TO ALLOW THE MINIMUM REAR BUILDING ENHANCED LANDSCAPING ALONG TOMYN TABLE 5-2 SETBACKS ON LOTS TO BE 0 FEET. ROAD, EHHANCED ENTRANCE, [HATER MINIMUM REAR BUILDING SETBACK IS 20 FEET; FEATURES. REMOVAL OF EXISTING BILLBOARD SIGNS PER DEVELOPMENT AGREEMENT: LDC, ARTICLE V, REQUEST TO ALLOW THE MAXIMUM BUILDING COVERAGE TO ENHANCED LANDSCAPING ALONG TOMYN TABLE 5-2 EXCEED 30X ROAD, ENHANCED ENTRANCE, WATER MAXIMUM BUILDING COVERAGE IS 3OX FEATURES, REMOVAL OF EXISTING BILLBOARD SIGNS PER DEVELOPMENT AGREEMENT: LDC, ARTICLE V, REQUEST TO ALLOW THE MAXIMUM IMPERVIOUS SURFACE TO ENHANCED LANDSCAPING ALONG TOMYN TABLE 5-2 EXCEED 7OX ROAD, ENHANCED ENTRANCE, WATER MAXIMUM IMPERVIOUS SURFACE IS 707. FEATURES, REMOVAL OF EXISTING BILLBOARD SIGNS PER DEVELOPMENT AGREEMENT. THE CWME'PROJECT SMALL N107 S%MM 11AI` 7€ % MAXIMUM IMPERVIOUS SURFACE, AREA THRESH f s U CT - PERTAINS TO SUBDIVIDED LOTS ONLY. CITY 07 ; }JOEE LAND USE DATA PARCEL ID: 30-22-28--0000-00-014 EXISTING LAND USE: VACANT EXISTING ZONING: C--3 PROPOSED USE: COMMERCIAL _ PROPOSED ZONING: P.U.D. TOTAL AREA: 12.34 ACRES LOT 17 A EA: 1.63 ACRES TOTAL AREA EXCLUDING LOT 17: 10.71 ACRES s TOTAL IMPERVIOUS AREA: 5.75 ACRES (53.7%) PHASE 1: 3.28 ACRES 24 - -_ _ PHASE 2 (EXCLUDING LOT 17): 2.47 ACRES PROPOSED WEFT ( TOTAL OPEN SPACE: 4.96 ACRES (46.3%) �tETEN'i3Q1� G't}�,IiS -� TOTAL FLOOR AREA (EXCLUDING LOT 17): 114,90D SO. FT. RATIO (€XCLUDING LOT 17): 0.246 MIN, BUILDING SETBACKS: 24 L ACCESS FLORIDA`S TURNPIKE: 75' ACENT PROPERTY TOMYN RD. SETBACK: 50' EAST BOUNDARY: 15 � WEST BOUNDARY; 15' BETWEEN BUILDINGS: 20' IfT 1 I ( I ( MAX, BUILDING HEIGHT: 55' (4 STORIES) co I ' I�aPOSED_C,OMMERCIA USES BY TYPE-_( 4=1)ING LOT l n MEDICAL OFFICE: 38,000 SF 33.0%) OFFICE BUILDING: 71,200 SF �62.0%) RESTAURANT OR RETAIL: 5,700 SF 5.0%) ( t I TOTAL FLOOR AREA: 114,900 SF (100.0%) ..nJ ILI Ll I LOT 1 s J== i THE USES FOR LOT 17 SHALL BE CONSISTENT IQT LATT[ D WITH THE C-3 ZONING STANDARDS. LL COMMERCIAL USES AND MAXIMUM FLOOR AREA LOT 17 .� ®p DAY CARE: 12,800 SF I OR l GENERAL OFFICE: 22,938 SF -24' � w OR I MEDICAL OFFICE: 10,534 SF OR D 17 I j SPECIALTY RETAIL 14, i t116 SF ' ZONE ' C� 3' I 5 T--DOWN RESTAURANT: 4,608 SF LA NDUS -- COMMERCIAL �IIIIIII - PARKING CALCULATION L= �IIE[IIII I MINIMUM SPACES REQUIRED: �, & -�I�-� � 38,fl00 SF x 9 SPACE/200 SF 190 sPAGt=s 0. I = MINIMUM SPACES REQUIRED: 71,200 SF x 1 SPACE%300 SF = 237 SPACES coLl P)I,tTS REr,i[IIL-OR_AES'1(A1liUNT -- 30 SPACES ZA F- effm MINIMUM SPACES REQUIRED: - 29 SPACES I 5,700 Sr x 1 SPACE/200 SF i 1 - I I MINIMUM SPACES REQUIRED: = 30 SPACES 1 SPACE PER 4 FIXER SEATS x 80 FIXED SEATS 7 PLUS 1 SPACE PER 75 SF FOR HASE "© _ I - I ` C4NTAIIVING FIXI"D SEATS x 7 QOSF USE NOT z Q �'� AREA LIFT STATiON - - TOTAL MINIMUM SPACES REQUIRED = 457 SPACES BENCH ac TRASH a.°,b"1�L__LIL - REL'IwPiAt2E ('rYP) ... 2a' ---o- -- - -- -- - - w.._.._ _.•� SPACES PROVIDER IN BUIiAING15 - 20 SPACES -R• _..•- �_ M N89`31'2�"E - 1' SPACES PROVIDED IN PARKING STRUCTURE = 7'3 SPACES iI `•:.:±;, / --- Y SPACES PRONADED IN MASTER PARKING LOT = '364 SPACES LO . - \ Cr RIGHT TURN X LANE LEFT E I TURN .. RETENTION POND / 159 160 161 162 163 \- 164 8'��c�c BNCHMAM VSED. ( RANGE C0IJN7Y AESIGNATIOIIi No R--364--020, =VA770N 127.4N Z01VED j M SPM 2' t- -W OF C/L MAGULU RD RV Z= lI'1 H CIL OF OLD � I / II,10J"At G,r1RDMVIfOAD IV &AaOl, LOW 1 3 Ul' SR 5O RES �- -� 165 166 1 167 168 19, I 198 _ 169 w o 199 200 170 \ gni FLORIDA'S TURNPIKE RIGHT-OF-WAY VARIES DITCH SOIL TYPES 20' 38' g , � o Tm ,o -# PHASE 1 O PHASE LINEMC�t RACKS do MASH #fl T # REC OACLE {iYP) N 9 �b - N g ONA o (6D oH+n i n i i i ZOLF©..?r.- •♦ _ --3 •. 't �.iii --= y `:.o 433.Ofl' g' .,r:.•••n ..a. 10• i5t3:i10' iO.Ofl' .0' 70AQ' 20 b PHASE 2 _FT BUILDING 11 b o BUILDING 12 .-o b BUILDING 13 BUILDING 14 m t 50.00 15.500 SF 3o.oD' o b 3,500 SF Q 3,500 SF $ 0 2-STORY PARKING 2-STORY 1-STORY F' 1-STORY STRUCTURE � x 16' 10 24' o 20' " 29,260 SF TOTAL w _- o N Taoa' 7o.o0' Ts�-oD` 14,630 SF PER FLOOR T BUILDING B t8' q m b 3,500 SF 73 PARKING SPACES l p I - STORY t8 12 i--- 1p' a I " 5b.ao' _ ,a= PHASE LINE 'a ; N ...,. 122- ---- - 133.00' 50.D0 1{Yso.ob' r ON7R0L EaVA7i0N AT 119 Ci} SD.oa' BUILDING 10 4 ^', 0 ,000 SF b �0- O 10' b 20 GARAGE "� C? 06 1--STORY Cosa ' 0b BUILDING. 5 b .' :; &.:6 w co PARKING Z a 3,000 SF IN BUILDING < + U-- 9 1-STORY POND RETAINING O =s. WALL so.oD' sow"' St±.Qfl' 45.00' RETENTION POND "� ® WET RETENTION POND aAl" g v = 0 100-YEAR POND BUILDING 15 �. 40,000 SF z w 50.00' t ar ]11 <n 10,50.00' \ 3 FOUNTAIN � � � � �� .5 00' � 4 STl}ItY } o BUILDING 4 6 iw o 3,000 SF BUILDING 9 DECK tan ar 1-STORY 4,000 SF a 'o 2� a 1--STORY cv co cr PHASE s5.D0' f NOT PLATTED SD.np' So.oa' f- 50.OB' _ t 10` Lu BUILDING 3 rz .50.00' g 3.000 SF g r. 10 SOW m 1-STORY g{ d ' BUILDING 8 BUILDING 16 a0,o0' 9 •+G 3,500 SF a BENCH 6e TRASH 1--STORY o -STORY RECEPTACLE (iYP) <� KE RACKS ,To.00' 1 1 g' BUILDING 2rr tttiU 9' ro ', i 000 SF e - g, g' 1-STORY i� 5a.00' i ~ to 4 s 'g PHA i BUILDING 7 m 4,000 5F o .: 9' 9-STORY o :%,,.�yrn m Q'3 50.00! BIKE RACKS ?8 1B BUILDING 1 _ :z $ 3,000 SF S -� 50.00, - .� PHASE I IN£ cS i-5TE2Y: m sY. is LIMITED ACCESS PiGHT-CF--WAY UNE PER su-rir RflAi? 429, sECTioN boo SHEET 3 O 1 N STRIPING � TOMYN ROAD RIGHT-OF-WAY (vorics) LINE TABLE LINE LENGTH BEARING Lt 80.62' S68'209"E L2 143.29' 6543"20"E L3 103.35' S7230'33E e ro 9' g' Mai & TRAS`}I ®' „3 PHASE 2 - 18' RM PTACLE (ram} LOT 17 - t & (FUTURE DEVELOPMENT(D COMMERCIAL ENTRY LOT} 1.63 ACRES W/ FOUNTAIN FEATURE airF.:. CURVE TABLE CARVE LENGTH RADIUS TANGENT CHORD . . CHORD BEARING DELTA C1 106.12' 750.00' 53.15' 106.03' N64'24'56"W 8'0.6'26" C2 52.21' 166.48' 26.32' 51.99' N81 `29'34".W 17'58'03" C3 392.10' 4495.60' 196.17' 391.97' N87'49'57"W 1 4'59'50" GRAPHIC SCALE 0 30 so 120 ( IN FEET 1 inch a 60 ft. TOTAL PARKING SPACES PROVIDED = 457 SPACES rm "AM SPACES PROVIDED IN PHASE 1: = 212 SPACES SPACES PROVIDED IN PHASE 2 (EXCLUDING LOT 17): = 245 SPACES GENERAL NQTESs 1. THE SUBJECT PROPERTY HEREON IS IN ZONE 'X' , AREA OF MINIMAL. FLOODING, ACCORDING TO THE F,E.M.A. FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NUMBER 12095CO220E, DATED DECEMBER 6, 2000. 2. THE EXISTING PROPERTY IS GENERALLY WOODED CONSISTING OF MOSTLY PLANTED PINES. 3. THERE ARE NO WETLANDS OR WATER BODIES ON THIS PROPERTY. 4. THE DEVELOPMENT WILL BE IN TWO PHASES. 5. BOUNDARY AND TOPOGRAPHIC DATA AS PROVIDED TO EVANS ENGINEERING, INC. BY A L D II, INC. 6. RETENTION POND AND ASSOCIATED STORMWATER SYSTEM TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 7. WATER, REUSE, WASTEWATER SERVICE TO BE PROVIDED BY THE CITY OF OCOEE. 8. FIRE PROTECTION TO BE PROVIDED BY THE CITY OF OCOEE FIRE DEPARTMENT. 9. ALL ON -SITE ROADWAY SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 10. THE EXISTING BILLBOARDS AND ANY BARBWIRE FENCES WILL BE REMOVED. 11. ALL SIGNAGE FOR THE PROJECT SITE SHALL COMPLY WITH ALL ADOPTED CITY OF OCOEE SIGNAGE REGULATIONS. 12. ALL ELECTRIC, CABLE AND TELEPHONE LINES LOCATED ON -SITE AND ALONG INTERNAL ROADWAYS SHALL BE BURIED AND SHALL BE LOCATED TO MINIMIZE CONFLICTS WITH ON -SITE LANDSCAPE MATERIALS. 13. THE FINAL SITE PLAN AND LANDSCAPE PLAN WILL SATISFY ALL LAND DEVELOPMENT CODE REQUIREMENT'S. 14. A 6" HIGH VERTICAL CONCRETE CURB WILL BE INSTALLED AROUND ALL PARKING AREAS AND LANDSCAPE ISLANDS, 15. THE PERIMETER OF THE LIFT STATION SHALL BE FENCED WITH A 6' HIGH DECORATIVE FENCE. 16. THE BILLBOARDS WILL BE REMOVED TO COMPLY WITH TIME LDC, ® ARTICLE V, SECTION 5-10, E & G AND ARTICLE VI, SECTION, 6--10, I, (IS). mK z Q z ©8 w w z Q� co a w Z-'z0� W ua v1 o o Z jC z < U w Q v a �{E " cn CL test a- !-- cn 555:Q5Ct !n �z 1 l w w IK ,f t u 2 a w m ¢ tV coN t co ul co Q � �WN p o 0 'f V w <3 :11049 ziz is OWN Its 4) L4 Z jZ U6*� Ic o a © w ftz 3 a 3� J F z � pas t� J W CL #3R�r.. TT CHECKED: DATE* MQERI SCALE: " : 4� JOB: ssial SHEET: 7 z�� LLJ n �Z Quo w �0 Z� $� O a d,o z 00 °o � LL. 0; ¢c� 8 �m xtL- i a. La ' a c Q W F0 ao p N oa cz D lto uz cn o Q U) s z a ' 00 p z � IL C �d 460 a) Q gav ~Z � J o � z Z A o II N 93 z O cq ul o � d a 0 r� a a c3. n ci a BRAWN: TT CHECKED: TTO DATE: USER 2007 SCALE: n a E O' JOB: $9101 SHEET: II m C .D a O W- O co Ul 7 7 OHRETO 0 n zzo- o Q� CLz < F- n U)(n LdLd cc ci C) r' 5 s � M V Us V— Z z >120 = ff c dj 40 c s� Q o(D w oteZ 3Ali � J � o � Z=d 2F talc A � w MA M Z cl Or W 0 W �1I zoo .j id z O.mNJ= Q W Q Z a 4c 4 J a d Z 4c ic a DRAWN: TT CHECKED: TT DATE: NQYEMBER Za4? SCALE: 1" u so SHEET #: ni VA FLORIDA'S TURNPIKE RIGKT--OF-WAY VARIES �.. . 1 `TRACT 1'A' - PHASE L210,6836SA FT, P, n 1 21, � I d Q z DETENTION POND t ¢a. c ter, � N �r NOT PLATTED i_ to Ir 1 to LOT 11 14 Z 5 SO. FT. 0.338 AC 14 o� 72 W N 9fl'00'00" E `t LOT 10 7,200 SQ. FT. 0.165 AC 7Z00 N 90'00'00" E i LOT 9 200 SQ, FT. - 0.165 AC 77771 7ZW - _ N 90'04 W E k' �. LOT 8 ,480 SQ, FT. 0.149 AC U. - QCi¢ 7zw N 'oo' I are) w ci 0 LOT 7 -6 7,704 SQ. FT. 0,177 AC DD N 9 0o V U MT s 9owoo" E — TRACT 'A' . ✓ 210,6.39 SO. FT C 6 CJ UMITED ACCESS RIGHT -OF --WAY LINE 3 P-CR STATE POAD 429, SECTION 600 SHEFT 3 TRACT 'a, M 1,600 So. FT. 5'X7' VAULT 0,037 AC 2' CURB AND GUTTER-,,,, .f—PHASE LINE TT(T LOT 12 6,480 SO. FT, 0.149 AC DITCH TOWN ROAD Rf H`T-f?Fv1VAY v#;'vC_ii-�'� E I 9 160 3 I I LINE TABLE LINE LENGTH BEARING L1 80.62' S68'28'090E L2 143. 9' S65`43'20"E L3 103.35' S72'30'33"E N S LOT 6 6,984 SQ. A" 0.160 AC i I 72,00' N atrWOV E s LOT 5 5,760 SQ. 11 0.132 AC 4 cs - 77-W N 901D W' E P; LOT 4 5,760 SQ. 0.132 AC 72.00' N 90' OO" E LOT 3 5,760 SO. 0.132 AC Moo, N S0'00'W E <, LOT 2 5, 760 SQ. F a 0.132 AC 77- /� N 90 W'W E LOT 1 5,760. SQ 0.132: AC 72.00' . UNE OF i r� I'd CL 1 1 �' f 11z�%ls ',�' --•� i I � i � � � 210,639 SQ. FT. 4.836 AC R-4409.60' PHASE 2 L=1 g 91' LOT 13 Tarp-9.4V 6,737 SO. FT. n &-0'14'44` Cm1&91' 0.155 AC co-N68't9'S9"w LOT 14 19,311 SQ. FT. 0.443 AC r PHASE LINE ---CONTROL 4E'!AMN AT ti9--------- TRACT 'C' (WET RETENTION POND) 103,34E SQ. FT !� 2.372 AC YET RETENTION POND 100-YEAR POND t� PHASE 1 /Zl"" �� LO 1$ 22,293 SQ. FT. 0.51 AC L + 18.43' ' 42'b2'44" E 21.W s •a S 00'00'00' E onwa /' 17,149 SQ. FT. ✓/ f � N • . � � 0.394 AC fv � Pl PHASE TRACT 'A' — 210,639 SQ. FT. s 61 A-� _ k �Jt�Ufi� C uj t ' 120- PROPOSED 'NET RETEN €i�J� POM CL - � � I PHASE 2' LOT 17 (FUTURE DEVELOPMENT LOT) 71,028 SQ. FT. 1.631 AC t+ &.E 114 N.E. 1/4 f L'F SM 30-zz zs DITCH. — R1 \� PETPMMnN POND 163 i $R �� BENCHMARK USSR. 164 f �� ORANGE C0UMY V=GNA2T0N No, 1?-364-020 ELEVATION - 127 R34 ZIP1 ED —IA - _�-.. m spm 2 + w op c/i aarAGUmE im IN Lm In c1% OF OW PYI m aoUW N ROAD TO FAST, 1350'+-- S OF SR 50 CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD CHORD. BEARING DELTA C1 106.12' 750.00' 53,15' 106.03' N64`2456"W 806'26" C2 52-21' 166.48' 26.32' 51,99, N81'29'34"W 17458'03" C3 1 392.10' 1 4495.60' 1 196.17' 1 391.97' N8749'57"W 4659'50" t 200 /q{! / f/ 170 201 -7-1 176 172 175 z v 1741- // \ \/ GRAPHIC SCALE ( IN FEET ) - 1 inch = 60 ft. GENERAL NGTESIII 1. A LANDSCAPE AND MAINTENANCE EASEMENT WILL EXIST OVER EACH LOT UP TO BUT NOT INCLUDING THE BUILDING, TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 2. THE PROPERTY OWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ANY SIDEWALKS AND LANDSCAPING LOCATED WITHIN EACH INDIVIDUAL LOT. APPROPRIATE EASEMENTS IN FAVOR OF THE PROPERTY OWNERS ASSOCIATION, AS REQUIRED BY THE CITY, SMALL BE PROVIDED AT TIME TIME OF PLArnNG. LOT AREA TABLE LOT # AREA (SF) AREA (AC) 1 5,760 0.132 2 5,760 0.132 3 5,760 0.132 4 5,760 0.132 5 5,760 0.132 6 5,984 0.160 7 7,704 0.177 8 6,480 0.149 9 7,200 0.165 10 7,200 0.165 11 14,735 0.338 12 6,480 0.149 13 6,737 0.155 14 19,311 0.443 15 22,293 0,512 16 17,149 0.394 .17 71,028 1.631 TRACT 'A' 210,639 4.836 TRACT 'B' 1,600 0.037 TRACT 'C' 103,346 2.372 TOTAL 537,686 12.343 II" !-- r- i"' Ld a Z z c``'i Q ¢ A = a- z DUQ ¢ ¢ vuj cn z a_ n °- u ILL) ¢ a w F W i W \ N a Fz..C,. E _ 00 „ 00 WT-U z o�°'N aa C c 4cJII` c: c Oft a i-r w r wuj NZ U r O 1 O �1d �yIC0 � 4C30s j' O. � oc IL e6Z F H t oc com J *Z C6ILk0 0 IL 4c mi «.1 DRAWN: TT CHECKED: TT DATE: NOVEMBER, ; SCALE: 1n_so" JOB #: 8E101 SHEET OF 7 a CONDITIONS OF APPROVAL 1. THE CITY OF OCOEE IS SUBJECT TO THE TERMS, PROVISIONS AND RESTRICTIONS OF FLORIDA STATUTES, CHAPTER 163, CONCERNING MORATORIA ON THE ISSUANCE OF BUILDING PERMITS UNDER CERTAIN CIRCUMSTANCES. THE CITY HAS NO LAWFUL AUTHORITY TO EXEMPT ANY PRIVATE ENTITY OR ITSELF FROM THE APPLICATION OF SUCH STATE LEGISLATION AND NOTHING HEREIN SHALL BE CONSTRUED AS SUCH AN EXEMPTION. 2. THIS PROJECT SHALL BE DEVELOPED IN 2 PHASES. 3. EACH PHASE OF THE PROJECT WILL STAND ON ITS OWN WITH RESPECT TO PUBLIC SERVICES (SEWER, WATER, STORMWATER MANAGEMENT, ACCESS AND OTHER RELATED SERVICES). 4. EXCEPT AS SPECIFICALLY NOTED ON THIS PLAN, DEVELOPMENT OF THIS PROPERTY SHALL BE CONSISTENT WITH THE REQUIREMENTS OF THE CITY OF OCOEE CODE. 5. NOTHING HEREIN SHALL BE CONSTRUED TO WAIVE ANY PROVISION OF THE LAND DEVELOPMENT CODE EXCEPT TO THE EXTENT EXPRESSLY SET FORTH ON A WAIVER TABLE OR EXPLICITLY SET OUT ON THE PLAN. 6. THIS PROJECT SHALL COMPLY WITH, ADHERE TO, AND NOT DEVIATE FROM OR OTHERWISE CONFLICT WITH ANY VERBAL OR WRITTEN PROMISE OR REPRESENTATION MADE BY THE OWNER/APPLICANT (OR AUTHORIZED AGENT THEREOF) TO THE CITY COMMISSION AT ANY PUBLIC HEARING WHERE THIS PROJECT WAS CONSIDERED FOR APPROVAL, WHERE SUCH PROMISE OR REPRESENTATION, WHETHER ORAL OR WRITTEN, WAS RELIED UPON BY THE CITY COMMISSION IN APPROVING THE PROJECT, COULD HAVE REASONABLY BEEN EXPECTED TO HAVE BEEN RELIED UPON BY THE CITY COMMISSION IN APPROVING THE PROJECT, OR COULD HAVE REASONABLY INDUCED OR OTHERWISE INFLUENCED THE CITY COMMISSION TO APPROVE THE PROJECT. FOR PURPOSES OF THIS CONDITION OF APPROVAL, A PROMISE OR REPRESENTATION SHALL BE DEEMED TO HAVE BEEN MADE TO THE CITY COMMISSION BY THE OWNER/APPLICANT (OR AUTHORIZED AGENT THEREOF) IF IT WAS EXPRESSLY MADE TO THE CITY COMMISSION AT A PUBLIC HEARING WHERE THE PROJECT WAS CONSIDERED FOR APPROVAL. 7. ANY DAMAGE CAUSED TO ANY PUBLIC STREETS AS A RESULT OF THE CONSTRUCTION ACTIVITIES RELATED TO THE PROJECT SHALL BE PROMPTLY REPAIRED BY THE OWNER TO THE APPLICABLE GOVERNMENTAL STANDARDS AT THE OWNER'S SOLE COST AND EXPENSE. 8. THERE SHALL BE NO ACCESS FROM THE PROPERTY TO ANY PUBLIC STREETS EXCEPT AT THE APPROVED LOCATIONS SHOWN ON THE APPROVED FINAL SUBDIVISION PLAN, 9. ALL BUILDING PAD ELEVATIONS WILL EXCEED THE 100--YEAR FLOOD PLANE BY A MINIMUM OF TWO (2) FEET. 10. THE DEVELOPER IS TO PROTECT AND PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION WITHIN THE WETLAND AREAS INSIDE THE 100--YEAR FLOOD ELEVATION. THOSE AREAS ARE TO BE ROPED OFF DURING CONSTRUCTION AND SILT FENCES INSTALLED TO ELIMINATE ANY POSSIBILITY OF DISTURBANCE IN THOSE AREAS DURING CONSTRUCTION. 11. THE DEVELOPER SHALL COMPLY WITH ALL REQUIREMENTS OF THE CITY AND OTHER GOVERNMENTAL ENTITIES WITH JURISDICTION TO PROTECT THE WETLANDS BEING PRESERVED AND TO PREVENT ANY DISTURBANCE, SILTATION, OR OTHER CONSTRUCTION BELOW THE NATURAL WETLAND LINES. FURTHER, .THE AREAS BELOW THE NATURAL WETLAND LINES SHALL BE FENCED OFF (AND SILT FENCES SHALL BE INSTALLED) DURING CONSTRUCTION ACTIVITIES IMMEDIATELY ADJACENT TO THE :WETLANDS, IN ORDER TO MINIMIZE DISTURBANCES OF THE WETLANDS DURING CONSTRUCTION. 12. WETLAND AND EXISTING SURFACE WATER IMPACT FOR THIS PROPERTY IS REGULATED BY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ( SJRWMD ) AND THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ( FDEP ). GENERAL OR INDIVIDUAL PERMITS ARE REQUIRED FROM THESE AGENCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. ALL EXISTING STRUCTURES (INCLUDING BUILDINGS, POWER LINES, EXISTING AERIAL AND UTILITY FACILITIES) WILL BE REMOVED AND/OR TERMINATED PRIOR TO OR DURING CONSTRUCTION OF THE DEVELOPMENT REPLACING THOSE : USES. 14. EXISTING TREES 8' OR LARGER (OTHER THAN CITRUS. TREES::,OR 'TRASH' TREES) LOCATED ALONG PROPOSED LOCATIONS OF Bt1I FER :WAL S OR ROAD RIGHT 'OF' WAY LINES WILL BE PRESERVED IF AT ALL POSSIBLEV THE .BUFFER WALLS'AND ;:ROADS:WILL:.BE DESIGNED, AROUND, THOSE TREES TO INCORPORATETHEM ' INTO:. REQUIR..EQ : LANDSCAPE BUFFERS AND AS STREET TREES. 15. THE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED, TREESWILL BE MAINTAINED AS MUCH AS POSSIBLE TO PRESERVE EXISTING PROTECTED, TREES. FOR LOTS. CONTAINING PROTECTED TREES, THERE WILL BE NO GRADING' OR OTHER. CONSTRUCTION ON INDIVIDUAL LOTS EXCEPT AS SPECIFIED IN THE FINAL SUBDIVISION PLAN, UNTIL BUILDING PERMITS ARE ISSUED FOR THOSE LOTS. 16. REMOVAL OF EXISTING PROTECTED TREES WILL .BE LIMITED TO CLEARING -ROAD RIGHT-OF-WAY AND RETENTION AREAS AS.DETAILS© IN THE. FINAL SUBDIVISION PLAN. ALL EXISTING PROTECTED TREES ON INDIVIDUAL LOTS WILL BE EVALUATED AT THE TIME A BUILDING PERMIT IS ISSUED FOR THAT LOT, TO DETERMINE WHETHER OR NOT EACH TREE NEEDS TO BE REMOVED. 17. IN ORDER TO INSURE THAT AS MANY EXISTING TREES AS POSSIBLE WILL BE PRESERVED, ALL ROAD RIGHTS--OF-WAY AND RETENTION AREAS WILL BE :FLAGGED FOR REVIEW BY THE CITY PRIOR TO ANY TREE REMOVAL. NO CLEARING PERMITS` WILL BE ISSUED FOR SITE WORK OR BUILDING CONSTRUCTION UNTIL THE TREES TO BE PRESERVED HAVE BEEN CLEARLY MARKED WITH TREE PROTECTION BARRIERS. 18. NO PERSON SHALL UNDERTAKE LAND CLEARING OR THE REMOVAL OF ANY PROTECTED TREES WITHOUT FIRST OBTAINING A PERMIT FROM THE BUILDING DEPARTMENT. THE REMOVAL OF PROTECTED TREES SHALL BE MINIMIZED TO THE MAXIMUM EXTENT POSSIBLE AND NO AUTHORIZATION SHALL BE GRANTED TO REMOVE A TREE IF THE DEVELOPER HAS FAILED TO TAKE REASONABLE MEASURES TO PRESERVE THE TREES ON SITE. 19. THE FINAL GRADING PLAN WILL PRESERVE EXISTING GRADES ON INDIVIDUAL LOTS CONTAINING PROTECTED TREES AS MUCH AS POSSIBLE, 20. ALL CROSS ACCESS, UTILITY AND/OR DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. 21. ALL UTILITIES INCLUDING ELECTRICAL, CABLE, TV, AND TELEPHONE. AND INCLUDING ONE --SITE EXISTING OVERHEAD WIRES SHALL BE PLACED UNDERGROUND. 22. A PERPETUAL, NON --EXCLUSIVE ACCESS EASEMENT OVER ALL INTERNAL ROADWAYS AND:. OTHER PAVED AREAS IS HEREBY GRANTED IN FAVOR OF THE CITY 'OF OCOEE AND OTHER APPLICABLE AUTHORITIES FOR LAW ENFORCEMENT, FIRE AND OTHER EMERGENCY SERVICES. THE CITY MAY REQUIRE THAT THE OWNER EXECUTE AN EASEMENT IN RECORDABLE FORM WITH RESPECT TO THE FOREGOING. 23. THE DEVELOPER SHALL CONSTRUCT APPROPRIATE CURB CUTS TO ENABLE ACCESS RAMPS AT ALL RIGHTS--OF-WAY INTERSECTIONS (AND OTHER AREAS AS REASONABLY REQUIRED) IN ORDER TO ACCOMMODATE ACCESS TO SIDEWALKS AND STREETS FOR PERSONS WHO ARE IN WHEELCHAIRS AND OTHER PERSONS WHO ARE .PHYSICALLY CHALLENGED, AND OTHERWISE COMPLY WITH ALL AMERICANS WITH DISABILITIES ACT ( ADA ) REQUIREMENTS. WHEN SIDEWALKS ARE CONSTRUCTED AT .CERTAIN CORNER LOCATIONS, THE SIDEWALKS WILL BE EXTENDED . TO THE CURB AND TIME APPROPRIATE RAMPS WILL THEN BE CONSTRUCTED. THE OWNER WILL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF ALL STREETS AND SIDEWALKS IN ACCORDANCE WILL ALL ADA REQUIREMENTS THAT MAY NOW OR HEREINAFTER BE APPLICABLE TO THE PROJECT. 24. PARKING SHALL BE PROVIDED IN ACCORDANCE WITH THE CITY OF OCOEE LAND DEVELOPMENT CODE. 25. TO THE EXTENT ANY LIFT STATIONS ARE REQUIRED ON THE PROPERTY THEY,. WILL BE CONVEYED TO THE CITY AT THE TIME OF PLATTING, ALL SUCH LIFT STATIONS SHALL BE FENCED WITH BLACK, VINYL CHAIN -LINK FENCE, NTH POSTS AND ;RAILS:PAINTED BLACK, AND SHALL BE SET BACK NO LESS THAN 25' FROM ANY STREET'. SUCH LIFT STATIONS SHALL ALSO BE SCREENED WITH HEDGE -TYPE SHRUBBERY, SUCH AS VIBURNUM OR LIGUSTRUM. 26, EACH FIRE HYDRANT SHALL. BE PAINTED OSHA YELLOW IN COLOR AND A BLUE REFLECTIVE MARKER SHALL BE AFFIXED TO THE STREET IN THE CENTER OF THE LANE CLOSEST TO EACH HYDRANT. 27. ALL LANDSCAPE AREAS WILL BE IRRIGATED AND HAVE AUTOMATIC RAIN SENSORS. 28. RECLAIMED WATER WILL BE USED FOR IRRIGATION PURPOSES. 29, THE DEVELOPER SHALL BE RESPONSIBLE FOR INSTALLING REUSE LINES ALONG WITH THE OTHER PROJECT INFRASTRUCTURE. AT SUCH TIME AS REUSE WATER IS AVAILABLE TO THE PROPERTY, THE OWNER OF EACH LOT SHALL BE RESPONSIBLE FOR CONNECTION TO THE REUSE SYSTEM LINES. 30. A PROPERTY OWNERS ASSOCIATION (THE ASSOCIATION ) WILL BE CREATED FOR MAINTENANCE AND MANAGEMENT OF ALL COMMON AREAS, UNLESS OTHERWISE NOTED. ALL TRACTS OWNED BY THE CITY SHALL BE EXEMPT FROM ASSESSMENTS BY, OR PARTICIPATION IN, THE ASSOCIATION UNLESS OTHERWISE AGREED TO BY THE CITY. NOTWITHSTANDING THE FOREGOING, THE CITY ON ITS OWN MAY ELECT TO PARTICIPATE ON THE BOARD FOR THE ASSOCIATION FORMED AND/OR RETAIN VOTING RIGHTS FOR TRACTS OWNED BY THE CITY. 31. ALL TRACTS, WHICH ARE TO BE OWNED AND MAINTAINED BY THE ASSOCIATION, SHALL BE CONVEYED TO THE ASSOCIATION BY WARRANTY DEED AT THE TIME OF PLATTING. 32. ALL COMMON AREA IMPROVEMENTS INCLUDING ENTRY FEATURES, WALLS, LANDSCAPING AND SIDEWALKS ALONG ALL ROADS, AS WELL AS LANDSCAPING AROUND THE RETENTION POND TRACTS AND LIFT STATION TRACTS SHALL BE COMPLETED PRIOR TO ISSUANCE OF THE CERTIFICATE OF COMPLETION FOR THOSE CORRESPONDING PHASES. 33. THE STORMWATER SYSTEM, INCLUDING ALL PIPES, INLETS, MANHOLES AND STRUCTURES, Q TOGETH R 0TH TRACT C (RETENTION POND), WILL BE OWNED, OPERATED AND MAINTAINED BY THE ASSOCIATION. 34. ALL STORMWATER MANAGEMENT PONDS WILL BE UNFENCED WITH MAXIMUM 5:1 SIDE SLOPES INTO THE POND. 35. UNLESS OTHERWISE NOTED, A 5' UTILITY AND DRAINAGE EASEMENT WILL BE PLATTED ALONG ALL SIDE LOT LINES AND A 10' UTILITY, DRAINAGE AND SIDEWALK EASEMENT WILL BE PLATTED ADJACENT TO ALL STREET RIGHTS--OF-WAY. SIDEWALKS WILL ONLY BE PLACED IN THIS EASEMENT IF NECESSARY TO RUN THEM AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 36. ALL UTILITIES TO BE PLACED WITHIN THE 10' EASEMENT ADJACENT TO ALL STREET RIGHTS -OF -WAY WILL BE PLACED AROUND EXISTING PROTECTED TREES TO BE PRESERVED. 37. ALL DRAINAGE, UTILITY AND MAINTENANCE EASEMENTS SHALL BE FOR THE BENEFIT OF THE PROPERTY OWNERS ASSOCIATION OR OTHER DESIGNATED MAINTENANCE ENTITIES. THE DRAINAGE AND UTILITY EASEMENTS SHALL BE DEDICATED TO THE PERPETUAL USE OF THE PUBLIC AT THE TIME OF PLATTING. 38. DRAINAGE EASEMENTS BETWEEN LOTS ARE SHOWN FOR LOCATION ONLY. FINAL EASEMENT DIMENSIONS WILL BE SHOWN ON THE FINAL SUBDIVISION PLAN AND WILL BE SIZED TO MEET CITY REQUIREMENTS. 39. AN EMERGENCY ACCESS EASEMENT TO THE RETENTION PONDS AND OVER ALL DRAINAGE EASEMENTS SHOWN HEREON SHALL BE DEDICATED TO THE CITY FOR EMERGENCY MAINTENANCE PURPOSES AT THE TIME OF PLATTING. THE EMERGENCY ACCESS EASEMENT WILL NOT IMPOSE ANY OBLIGATION, BURDEN, RESPONSIBILITY OR LIABILITY UPON THE CITY, TO ENTER UPON ANY PROPERTY IT DOES NOT OWN OR TAKE ANY ACTION TO REPAIR OR MAINTAIN THE DRAINAGE SYSTEM ON THE PROPERTY. 40. NOTWITHSTANDING THE CONVEYANCE OF THE STORM WATER RETENTION PONDS TO THE PROPERTY OWNERS ASSOCIATION, OR ANY PROVISION TO THE CONTRARY CONTAINED ,IN THESE CONDITIONS OF APPROVAL, THE DEVELOPER SHALL REMAIN RESPONSIBLE FOR 'THE MAINTENANCE OF THE PROJECT'S MASTER STORMWATER MANAGEMENT SYSTEM ( SWMS ), INCLUDOG ALL MASTER STORMWATER RETENTION PONDS, UNTIL SUCH TIME AS: (1) THE SWMS FC7 THE PROJECT IS CONSTRUCTED AND APPROPRIATE CERTIFICATES OF COMPLETON ISSUED BY BOTH THE CITY AND THE SJRWMD, (11) THE MASTER STORMWATER RETENTION PONDS INTENDED TO BE CONVEYED TO THE ASSOCIATION HAVE IN FACT :BEEN CONVEYED TO THE ASSOCIATION, (111) THE ASSOCIATION IS DESIGNATED AS THE MAINTENANCE ENTITY ON THE RECORDS OF THE SJRWMD AND ALL TRANSFER RECORDS REQUIRED BY SJRWMD HAVE BEEN EXECUTED AND ACCEPTED BY SJRWMD:.(IV) THE CITY HAS BEEN PROVIDED WITH A COPY OF THE DEVELOPER'S PROPOSED MAINTENANCE; PLAN WITH RESPECT TO THE SWMS, AND (V) THE CITY HAS BEEN PROVIDED NTH A WRITTEN STATEMENT FROM THE ASSOCIATION ACKNOWLEDGING RECEIPT OF THE DEVELOPER'S PROPOSED MAINTENANCE PLAN WITH RESPECT TO THE SWMS AND THAT THE ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THE SWMS. 41. ALL DECLARATION OF COVENANTS AND RESTRICTIONS AFFECTING THE PROPERTY SHALL INCLUDE THE FOLLOWING PROVISIONS: A. PROVISION ALLOWING THE CITY TO LEVY, COLLECT, ENFORCE. ASSESSMENTS FOR MAINTENANCE OF COMMON AREAS IF THE ASSOCIATION. FAILS TO DO SO OR FAILS TO MAINTAIN ASSESSMENTS AT A LEVEL ALLOWING FOR ADEQUATE MAINTENANCE. B. PROVISION GRANTING THE CITY THE RIGHT, BUT NOT THE OBLIGATION, TO MAINTAIN/REPAIR THE SWMS AND OBTAIN REIMBURSEMENT FROM THE ASSOCIATION, OR FROM THE DEVELOPER IF (I) TURNOVER OF CONTROL TO THE MEMBERS HAS NOT OCCURRED, OR (11) IF THE DEVELOPER IS STILL RESPONSIBLE FOR MAINTENANCE OF THE SWMS, C. PROVISION PROVIDING THAT THE SWMS WILL BE TRANSFERRED TO A RESPONSIBLE OPERATION/MAINTENANCE ENTITY ACCEPTABLE TO THE CITY IN THE EVENT OF. DISSOLUTION AND THAT IF DISSOLUTION OCCURS WITHOUT SUCH APPROVAL THEN THE CITY MAY CONTINUE TO LEVY AND COLLECT ASSESSMENTS AND IMPOSE LIENS WITH RESPECT THERETO NOTWITHSTANDING THE DISSOLUTION OF THE ASSOCIATION. D. PROVISION THAT THE ASSOCIATION SHALL AT ALL TIMES BE IN GOOD STANDING WITH THE FLORIDA SECRETARY OF STATE. E. PROVISION THAT AT THE TIME OF TURNOVER OF CONTROL OF THE ASSOCIATION TO THE MEMBERS, THE DECLARANT SHALL DELIVER TO THE NEW BOARD OF. DIRECTORS THE MAINTENANCE PLAN FOR THE SWMS ACCOMPANIED BY AN ENGINEER'S CERTIFICATION THAT THE SWMS IS FUNCTIONING IN .ACCORDANCE WITH ALL APPROVED PLANS AND PERMITS. TO THE EXTENT THAT ANY SUCH ENGINEER'S REPORT INDICATES ANY CORRECTIVE ACTION IS REQUIRED THE DECLARANT SHALL BE REQUIRED TO DILIGENTLY UNDERTAKE SUCH CORRECTIVE ACTION AT THE DECLARANT'S EXPENSE AND TO POST A CASH BOND WITH THE ASSOCIATION FOR THE ESTIMATED COSTS OF SUCH CORRECTIVE ACTION. F. PROVISION THAT NO PROPERTY OWNED BY THE CITY OR ANY OTHER GOVERNMENTAL ENTITY SHALL BE SUBJECT TO ASSESSMENTS LEVIED BY THE ASSOCIATION. G. PROVISION THAT ANY AMENDMENT TO ANY PROVISION AFFECTING THE CITY REQUIRES THE CONSENT OF THE CITY IN AN INSTRUMENT RECORDED WITH :THE AMENDMENT. THE ARTICLES OF INCORPORATION AND BYLAWS OF THE ASSOCIATION SHALL BE CONSISTENT WITH THE FOREGOING PROVISIONS. 42. THE FINAL. SUBDIVISION PLAN FOR THE PROPERTY SHALL INCLUDE MASTER ARCHITECTURAL, SIGNAGE, LIGHTING AND LANDSCAPE PACKAGE PLANS, WHICH WILL: BE SUBJECT TO THE. REVIEW AND APPROVAL BY THE CITY. ALL COMMERCIAL LOT USES SHALL CONFORM TO THE MASTER ARCHITECTURAL, SIGNAGE, LIGHTING AND LANDSCAPE PACKAGE PLANS. 43, ALL CROSS ACCESS, UTILITY AND DRAINAGE EASEMENTS SHALL BE PROVIDED PRIOR TO OR AT THE TIME OF PLATTING. 44. ALL LEGAL INSTRUMENTS, INCLUDING BUT NOT LIMITED TO ARTICLES OF INCORPORATION, BYLAWS, AND DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE ASSOCIATION, DEEDS IN FAVOR OF THE ASSOCIATION OR THE CITY, AND EASEMENT DOCUMENTS;.SHALL BE PROVIDED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO OR AT THE 11MOF PLATTING ALL OR A PORTION OF THE PROPERTY. 45. ALL TRACTS TO BE CONVEYED TO THE CITY WILL BE CONVEYED BY WARRANTY DEEM AT THE TIME OF PLATTING, UNLESS OTHERWISE NOTED. NOTWITHSTANDING THE CONVEYANCE OF ANY TRACT TO THE CITY, UNTIL SUCH TIME AS ANY IMPROVEMENTS CONTEMPLATED FOR SAID TRACT ARE COMMENCER, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE TRACT. 46. PURSUANT TO SECTION-- 4-4(G)(7) OF THE OCOEE LAND DEVELOPMENT CODE, ALL SUBDIVISION SIGNAGE MUST BE CONSISTENT WITH THE LEGALLY ASSIGNED NAME OF THE SUBDIVISION. ANY SUBSEQUENT CHANGE TO THE NAME OF THE SUBDIVISION MUST BE APPROVED BY TIME CITY COMMISSION. 47. NOTHING HEREIN SHALL BE CONSTRUED TO GRANT ANY DEVELOPMENT RIGHTS WITH RESPECT TO THAT PORTION OF THE PROPERTY LABELED HEREON AS "LOT 17 (FUTURE 3d DEVELOPMENT LOT)." THE OWNER SHAD.. BE RESPONSIBLE FOR SUBMITTING A SEPARATE SUBDIVISION AND/OR SITE PLAN, AS APPLICABLE, FOR LOT 17 IN ACCORDANCE WITH AL CITY REQUIREMENTS PRIOR TO ANY DEVELOPMENT THEREON. 5' BERM VARIES 42' MAX. HIGH BLACK METAL DECORATIVE FENCE TOP OF WALL = 126.0' ALONG WALL i2rO 126.0 DECORATIVE BLOCK 100YR 24HR PEAK STAGE = 124.5' RETAINING WALL 1 5 NOTE: SIDE SLOPES SHALL BE SODDED. SOD TO EXTEND OVER BERM AND ALL TIE-IN BACK SLOPES. CONTROL ELEV. = 119.0' 117.0' \�1 if - TYPICAL WET POND SEiMON WITH BLOC% WALL SYSTEM N.T.S. 1 mrGr r- u)t-: 030 Lu an o w 0 z -' a o a a Z I¢ a 0- LLL 0 LL. w d a ©So> z: ua. ca 5 5 Lu C3 Lci La! W ¢rxc�� t# " 00 CD s O ... p (09 ul VZ U z> v a a�Ju�i a°'� a Z :5 ..ciE cc �o e 2 IM ck W W ~4 z o � J Ic15 � V O v Icz 4c 1IL S ZQ1. s CC = o Wt jj.0 4c 06 wg'd=a _ICW� Ifi r�s� roo 4c � Z � m 4c IL 9L a O IL J w IL Z Q d � Z DRAWL: TT CHECKED: TT DATE. NOVEMBER 2007 SCALE: NONE JOB #: 89101 SHEET #: 6 7 SHEETa � �>aao oaeo •• O a � 1�1t •nab A ��•� ���ape� ;p Y_1k x _ b s i## 0 A A j� Q A A a 00� ,FAO 'a 6 A R r r e# U0 :AD I�1 'r:, jp Q E ' e 3d iq000 0 7aWoo' 000 00 i t I E PT _ < 0U Yss.a�' oo Q V° - nn nn : flp oq r �ifi j coo tl ° ONE" R E�. _! � 1 *N 1 Ef' ._..,..._.r' �! S SlII V i , n l CID ID Pia'nt List SVmbal Quantity Latin'Name Conan Name Spec cations. GROUNDCOVER Li TBD Lirlope Border Grass 1 gal..18"o.c. ruscari JP ' TBD Juniperus Parsons 1.2-15° sped. parsons Juniper 1 gal. 1$"Q.C, SHRUBS TBDlburnurnt.'�f3burnutr� 35"�c",-als. odoratisslur i 36" d_c. .PT TBD Pltlospoum tibera Varigated 36N360, 5-7 gals uarlegatum Pittosporum 35" o.c. PO TBD Podocarpus YeW Podocarpus: 3£"X369', 5-7 gals m acrophylla - 36" o.c. UNDERSTORY TREES TBD Lagerstromla Grape i4y.rtie Muffi-frank, 8-10N. in.dica red bloom 3' sped-, 2�-2.5"DBH, Container TEED Lrgustrum Tree Ligu strum Multrtrunk, 8.1Cht. japonicum 3' sprd:, 2-2.5"1313} ; Co' ntaftler CANOPYTREEE �e TBD.. Quercus.. Lke Oak . 10-12 ht., ' spr�d. Arginlana 3-31l2 `DBH TBD 'Quercus Laurel Oak 10-1Z hi } �' sped. llaurafolla ' 3-3112 DBH TBD Acer rubium ' " Red Maple 10-1 Z hl � 5' sprd . 3-3 112" dBH TBD t n Southern. 10717 ht 5sprd. golia grandiflora Magnolia 3-3 !`2008H PA TB© Uashingtonia Washinglon Trunk height 10-12 . robUsta. Palm . TOO Cycos Sago Palm circinalis TOO Sfenotaphrum . St. Auaus#ino Solid : secundatum Floratam TBD Pas.palum . Bahia Grass Solid notatum Noted . L . ll. plants :shall be graded Florida.l` o. 1, or, beer as nil n0 Under: iades and an arks for Npirs� Plants'' Par to ets 1 ? L 1 Fla',. D t. of { y+p Li ' .. n earthen.sauce- shall be : formed: around the perimeter of the planting pit for the rdention of x Y Irrl, tio' n .water: . �'lantin ', pits shall: b bacl fill d th : plan.tl ll mix of 1/3 front site, i clean conrso builder's sand d snrd did peat; : 1 mid nth .M6 -o organic fertilizer with: minor el .' ants at the rate of pounds:of fertilizer fo each ub' r of s 6it mix. 40 All plantitig. beds, shall be'covered with a .T`layer of shredded G 'press bark mulch. . All sod. and planting areas .'shall be ' ' watered: by. an : autorriatic underground irrigation system designed. to p idea m, tnin1u I' coverage der week. All treQs Will be to d: end u ed to pr e�:t b in blown over. in h gh w d'sR Ali tics and hrnbsr l Q field rind to, be ''at le'st.10.frmutilit es and, 8' from fire hydrants: 8. Onc6 located in the fleld� blac f o devices shfdl be J. sc e.eil.led fiom view U sh1 L b . Z,UsY —, Prepared By e K. Andersen LANDUSE -RESIDENTIAL Florida Re. gyred Landscape Architect, No. 821 Y `y 00 L Nr CY) LW Lim (D Cn co CU uL o 0 low CN 0 ®an ® ow 'n■ 0a a,' ADIL s.EN t1' SOCIAl ES " Andes &Assumes D e v�1 a�i e r� G €xr�suitin� Inc., 1730 Perch Lma m�for€� FL.32771 407-320-mo Fa 407-320-9981 Foam Details % Stucco I HIM MHE, H 1 41H MH El 414 41 a lima waVa., Ms, . so 11 8*01488s : ..Man, Man ANDERSEN&. ASSOUATES. Andme'A &A'Sseciates PV6101pat ant Conswtag MO ParrhLant 'Smford, FL32771 407,320-9990 Fex 407-320-9981 Number Raw be c "A CO CO CO LO LO CQ E- 0 � to CQ CO bO a r-4 ;-4 LO C CO LO CD 924 z DID Tree Pre v y Bruce K. Andersen Florl;&'s ands pe Architect No. 821 ZONING AMENDMENT JUSTIFICATION STATEMENT - PRUITTHEALTH SKILLED NURSING FACILITY AT FOUNTAINS AT HIGHLAND PARK General Background Based in Norcross, Georgia, PruittHealth is a Southeast regional leader in long-term healthcare, serving more than four (4) states with more than 180 locations. For more than 50 years, PruittHealth has been providing the highest quality health care to its residents and patients. The proposed PruittHealth Skilled Nursing Facility at Fountains at Highland Park property, hereinafter referred to as the "Property," is located on 870 Tomyn Blvd in Ocoee, Florida. To its south, the Property is near timberland and a residential community. To the southeast, the Property adjoins a preschool and daycare called the Primrose School of Ocoee and to the east, the Property adjoins a multi -use residential and commercial development. To the west lies department of transportation retention ponds, and further southwest, lies an assisted living facility and a large animal boarding facility called Pet Paradise. To the north, across from the Florida turnpike, lie multiple tracts of commercial vacant land. Currently, the Property is vacant land. Formerly, the Property was also vacant land. Existing Market Conditions The City of Ocoee is on the rise and has experienced some of its largest growth in the last few years. As of 2019, the estimated population stands at around 47,580 residents, and the City of Ocoee has become the third largest city in Orange County and will only continue to grow. In addition to the City Center West Orange project, the City's downtown is undergoing a massive redevelopment plan. The City of Ocoee's Community Redevelopment Agency has been proactive in supporting new residential and commercial development projects, along with the infrastructure required to support such growth. Adding a skilled nursing facility will serve a valuable role in the community at large. Current Application/Proposed Development This rezoning application simply proposes a change of the existing zoning from a PUD to a PUD. The Property was originally intended to be developed as a multiple phase, mixed use project, consisting of day care, general office, restaurant/retail and medical. Now, the proposed development is a single use skilled nursing facility. The proposed rezoning from PUD to PUD is consistent with the Property's Comprehensive Plan designation and is compatible with existing land uses. As the proposed site plan and rezoning application materials show, the development will be aesthetically pleasing to the surrounding residential and commercial areas and will have much less of an impact than the original proposed multi -use development. All development upon the Property will comply with environmental permitting requirements of the local, state, and federal governments. 101754076.3 Conclusion PruittHealth is an industry leader in the delivery of high -quality healthcare for its skilled nursing facilities. In addition to creating jobs and supporting the local tax base, the proposed development will bring a high -quality service to the residents in the community. Development of the Property as a skilled nursing facility is compatible with both the surrounding area and the rapidly expanding needs of the City of Ocoee's citizens. Moreover, the development will also achieve the objectives of both the City of Ocoee's adopted and proposed comprehensive land use plans. 101754076.3 MEMORANDUM June 8, 2021 Re: Pruitt Health Nursing Facility Trip Generation Evaluation City of Ocoee, Florida Project Ns 21096.1 The following review was conducted to determine if the impact of the proposed modifications to the development plan of The Fountains at Highland Park. The site is located north of Tomyn Boulevard and west of Maguire Road, in the City of Ocoee. Access to the site is proposed via one (1) full access driveway located on Tomyn Boulevard, as shown in the preliminary conceptual plan, which is included in the Attachments. The development was previously approved with a mix of land uses that includes 12,800 square foot day care center, 71,200 square feet of office space, 38,000 square feet of medical office space, and 5,700 square feet of retail. The day care center has been constructed and is currently operational. The proposed development plan modification is to substitute a 95,516 square foot nursing home for the remaining development entitlements. Approved Development Trips The Fountains at Highland Park was approved with a total of 2,378 new external Average Daily Trips (ADT) and 354 PM peak hour trips. Excerpts from the approved traffic analysis for the site are included in the Attachments. Proposed Development Trips In order to compare the trip generated by the proposed development to the previous approval, an analysis was prepared using the data and information from the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10t" Edition. ITE trip generation sheets are included in the Attachments. The trip generation calculations are summarized in Table 1. 3161 Maguire Boulevard, Suite 265, Orlando, Florida 320 n P: (407) 531-5332 m F: (467) 531-5331 n www.traffiemobilityxom Pruitt Health Nursing Facility Trip Generation Evaluation Project N!2 21096 June 8, 2021 Page 2 of 2 Table 1 Trip Generation Analysis Previously Approved Trips 2,378 354 113 241 565 Day Care (Constructed) 12.8 KSF 47.62 610 11.1 142 67 75 620 Nursing Home 95.516 KSF 6.64 634 0.59 56 23 33 Gross Trip Generation 1,244 198 90 108 Day Care Pass -by (27%) 165 38 18 20 Nursing Home Pass -by (105/o) 63 6 2 3 Total Proposed Trips 1,016 154 70 85 Difference in Trips (Proposed vs. Approved) -1,362 .. -200 -43 -156 Trip Generation analysis based on ITE Trip Generation Manual, 10th Edition. It is evident from the comparative analysis that the proposed development will significantly reduce the trip generation potential of the site. The proposed development is projected to generate 1,362 fewer daily trips and 200 fewer PM peak hour trips than the previously approved land uses. Therefore, the requested modification will not result in an increased burden on transportation network. Access Considerations With the reduced trips generated by the proposed development, The total number of vehicles entering and exiting the site during the day or peak hour will not require or justify the construction of a multilane driveway. A typical two-lane entry road will provide sufficient capacity to adequately accommodate the existing and proposed uses on the site. Additionally, based on a review of right turn lane volumes and the warrants per the NCHRP Report 457 methodology, a right turn deceleration is not necessary on Tomyn Boulevard to serve the projected right turns at the driveway. The right turn lane warrant analysis sheet is included in Appendix J. ATTACHMENTS FlENCE COMM 1,3' N, 0,14, W. POND RETAINING WALL ( T IvP) kp� RET1­,,N'3iON POND 81, F"DOT 719 10MLAND BLVD, DMAND ,raw I - 0 '4, uk v) 8 3 IL C� , 1131 "1 W 0 6m, ,, (A 0 0 C-) E3 W 0 '3 ',g 4" 0 tl L 0 -3 (k - L., a (L"11 ('11" ZONED U z ZONED V .3 35 166.48' ,"Radius= I I)elta= 1-4'5133'�" A 26�32 I 5 1 . 91 Or,-,ord Brg. a M-NICE CORNIUR 5,6 N� DA W. FENCE 01%3F-'14E1F,,z 1"5 UMFTIFI) ACUE"N'S MGHT-OF",-WAY UNE III PER STAT ROAD 429, SE, ON E,(,,)O Sii-iEET 3 1 Lf 4^4 CM 6' CMAINUNK KNCE �,R# 6529 FPC VALAIA, 7' CURB BEARWG I ------ U N D "I iR N 0 N U M ILI I, SW., CORNFOR, NW,. 1,14 30-22-28 ................... . .. . .. .... . . . .... ................... N 8 9 4 0,Qs!3" E. 339,,93' . ............ -------- IJ ----------- 'FE1 .............. T E 1, . ............. . .. ........... ............. 1- - - ------ . . ............ . e,,!' 1,�N U-K F134 Ova VPORAT10h, EAMEMEM' 2 m202. r1r;E 551 2'3 101, 3 5 FLORDA"S TANRKE MG1fP---0E--,,WAY vmm'ts' (PUBUC) Tangent= 196.17 Chord= 391.97 C'nord Brg. S.8749`57"E t-FOUND 4'X4CM' kl NO NUM6 WR& DF)1(,`H TOE FENCE I A) N. TE! -- --------- ------fEL ---------- JQ@ ------ - - --A�Q ------ ---- ------ 4- mal (xv, rm 7777oAll 2 '177-7777-F 1-10t I 10.71 ACRES F7, 2ao 7�77, HUIL DING E 95,516 sq. ft. 5 TORIES PUD,-C(,,WM 2JO Ell (AB. 1 '00, Pg, fV91, 'I Condominlun-, Tract CC Al kntrument # 20190,4955672 BOWED C--3 IFO21 OWNIEP,', �nw kratkxi Town (Uatw Matter 6965 plazz"a 0"ande k4mue (NiWndki, FL Lai DIPLOMAT TOWER 21 PROPERTY ........... &a Q. 0 p, 0 ZONED 'r -q �4 LANDUSE COMMERCIAL Q. 'f H E69-1 N 90'00'00"12' poll OMM Ocklatba" HoWng BoWeva'd W ly q� Wo Tan n 0come, FL A"I . ............ 11 t LOT 2 CONT.ANS is ACRES 0 C11 181 , otJ 4 f 0 C'a 60" Rh%fT--0E--WAY 0­ (VACAITED PER 0,,R9800 PF IF 30' PUBUC U"TiLTITY EMSEMENT PAGE 6975) z MVIBIEM WE FTENWX OA 9801, PAGE U975 T FOCE LIFT STATION - AREA '14 I - 0 MA RSHAL RIMS RD. S89`,31'26"W 36618" URT ROAD J — — — , — 111. -777U,17 "7 —7 7�. sm, omm", c*- 8") 77 - �s =77 -7 !, 7 NO 4 77 ,nuR 77— aV,07 SL C(,)RNL\I,, NL 1/4 ")ffCH 30-22 28 6 E� 17 0:?)17-' Am =7' eMB, "RE FENCE,,--/ FENCE RNER, DGE ........................................ ECF WATER 0, 0' N t kh, ZONED 'R— IA' ANDUSE — RESIDENTI L Chord POTENTIAL /T/ C;7r7 S,139*31'24""W, 285,27' .... ... ... . TURN L A ME 106�79' RE1'F`NTK)N POND . . . .. . . ... . . % P, kk 31" 6), "p & Radius= 750 Delta= 08'0' 2 Arc 1 6— .... ......... J, '11-a n g e n t 53.1 Chord= 106,03 r W64 4'56" LAND USE DATA PARCEL ID. - EXISTING LAND USE EXISTING ZONING." PROPOSE USE. TOTAL AREA. - TOTAL IMPERVIOUS AREA. - TOTAL OPEN SPACE - TOTAL FLOOR AREA: FLOOR AREA RA TIO.- 30-22-28-2861-01-000 COMMERCIAL PUD-COMM 120 BED NURSING FACILITY (95,516 SO. FT) 10.71 ACRES 4.33 A CRES 6.38 A CRES 95,516 SO. FT .20 MIN BUILDING SETBACKS - FL ORIDA 'S TURNPIKE 75 TO W YN RD. 50 EA S T BOUNDA R Y 15 J WEST BOUNDARY 15, MAX. BUILDING HEIGHT 55' (4 STORIES) PROPOSED BUILDING HEIGHT I STORY PARKING CAL CUL A TION NURSING FACILITY MINIMUM SPACES REQUIRED: I SPA CE16 PA TIL-N T BEDS, PL US I SPA CL-15 TA FF OR VISITING DOCTOR, PLUS 1/SPACE FOR 2 EMPLOYEES INCLUDING NURSES = 46 SPA CES REQUIRED = 46 SPA CES PRO VIDED HANDICAP = 12 SPA CES REGULAR = II I SPACES TO TA L = 113 SPA CES SOIL S TYPES 26 ONA FINE SAND 44 SM YRNA 54 ZOLF0 FINE SAND LEGEND 26 SOIL TYPE SYMBOL E2 PARKING COUNT SYMBOL 20 01 20 40' • (U iopo' E, OM Cq - 0 0)0 tj _J 0 LL. (0 X —J < W LLI m (z z 0) �oz 0 n 04 -J 04 V) 0 0 U) C) < x r) < LLJ U- Z < W 0 Ln 0 (D ofLLJ 0 04 Z C) r- 0 (0 0 -J LO It LL- K13 C 0 0 c3 C 6 z UJ C) < U) UJ 0 —J LL LU (D 0 LL. 0 UJ z n LU LL U) L LJ < a- 0 - 0 0 LLJ Z L.I. 0 CL LU U) LJ Ci r- CD r,: m C) Ld C= <-J >- LL- Of Project No.: 21-04-0001 Designed: Drawn: RR13 RAH Checked: O.C.: RR13 RCW Date: February 2020 Scale: 11, = 40' Sheet C1 50 F-- Cn D 0 C) Ld D F-- bi 0-1 Ld m 0 F- V) F- C) Ld 0 tL Ld F- 0 0 C) Ld U) D Ld m 0 F-- F- 0 F- F-: a_ fy_ 0 Ld —J 0 C) Ld 0- 0 C) 0-1 0 Q Ld C) D Q 0 0-1 IL Ld fy_ Ld m 0 F- 0 CU Ld y C) —J —J Ld 0 C) LL. 0 Ld a_ 0 Ld F- C/) CD ly- C) F- TRAFFIC IMPACT ANALYSIS THE FOUNTAINS AT HIGHLAND PARK CITY OF OCOEE, FLORIDA Prepared for: Tomyn Office Park, LLC 2295 S Hiawassee Road #408 Orlando, FL 32835 Prepared by: Traffic Planning and Design, Inc. 535 Versailles Drive Maitland, Florida 32751 (407) 628-9955 REVISED August 2008 TPD Ns 3730 E C E � V E AUG 1 4 2008 CITY Oe OCOEE Table 3 Trip Generation Summary Description Land Use Code Quantity Daily Rate Daily Trips PM rips Rate In Out Total Day Care Center 565 12.8 KSF 79.26 1,015 13.18 80 89 169 General Office Bldg 710 71.2 KSF 14.42 1,027 2.23 27 132 159 Medical Office Bldg 720 38.0 KSF 35.23 1,339 3.37 35 93 128 S ecial Retail 814 5.7 KSF 1 44.32 253 2.71 7 8 15 Subtotal 3,634 149 322 471 Internal Capture 266 7 20 27 10% of Adjacent Street Traffic (Limiting Factor) 990 28 62 90 New External Trips 2,378 1 113 241 354 Trip Distribution / Trip Assignment The distribution of project trips in the area was estimated using the Central Florida Regional Planning Model (CFRPM). The trip distribution pattern was slightly adjusted to restrict the high percentage of traffic using Old Winter Garden Road as a cut -through between SR 50 and Maguire Road. The adjusted distribution is presented in Figure 3. Using this distribution, project trips were assigned to the applicable roadways and intersections. Traffic Planning & Design, Inc. (2008) Fountains at Highland Park — Traffic Impact Analysis TPD No. 3730 (Revised) City of Ocoee, Florida Page 7 w v c, Le end:21 m m 99 X+(XX)+<XX>=h'XX 250 �— Total Traffic 130+(2)=132 Pass -By Trips sto Road Project Trips Background Traffic* 293 195+(1)=196 n -niplomat Tower trips are included In background traffic II I^ w. + sc`ri +w n a ra eu m 0 : rn 25 uC4i c°5v ON 120 *° c�v 240 2225 2190+(7)=2197 1153 : 1691+(17)=1708 164 173 1 315+(17)=332 31+(8)=39 2284 1724 : SR 50 69 219 95 t r 192 1 t r 93 1658 1758+(3)=1759 : 1105 1588+(36)=1619 74 0 o ca n 448+(3)=451 N 177 cc''v u] v m n o m ,5 m Cc m +..+ v W m E r ,.0 z.: LL Ca N Ii w "Ul e1 rtl m A w L9 Os Cn ++ ryh.. N VI {V 615 377 921+(23)=944 1236+(14)=1250 G)Id Winter Garden 47+(t7)-84 938+(29)=967 o co � v cv � a I� 0 to m oo er cn .- m 134 cv ".... () 93 376 3 �= Tom n Rd m � iy (41) 275+(120)=395 198 13 34+(29)=63 4 As, nor Rd 145+(23)=168 171 1 m I4 It N It 11 IrvF 121 343 Roberson Rd 88+(9)"97 241 39 mm m m N Projected Intersection Volumes Traffic Planning and The Fountains @ Highlands Park j Design Inc. PROMCr N 3730 FIGURE:4 D5VuKn Ik Ch#200'iisrM i rt5?751 Ile+mv,00) s_K'g5' :ins, 007,n,.h Yr3?0 Day Care Center (56II II 1 5) Vehicle Trip Ends vs: 1III Sq.Ft.GFA On a: Weekday Sefting/Location: General Urban/Suburban Number of Studies: 27 1000 Sq. Ft. GFA- 5 Directional Distribution. 50% entering, 50% exiting Vehicle Trip Generation Average Rate 47.62 U) w 500 400 300 200 100 0 L 0 Range of Rat 12.12 - 211.01 5 10 X = 1000 Sq. Ft. GFA X Study Site Fitted Curve Equation: Not Given Standard Deviation 29.78 15 - - - - Average Rate R 2= -- 20 Day Care Center (565) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 pm. Setting/Location: General Urban/Suburban Number of Studies: 90 1000 Sq. Ft. GFA- 5 Directional Distribution. 47% entering, 53% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate 11.12 U) W 19 200 150 100 50 0 L 0 Range of Rates 1.56-40.85 5 10 X = 1000 Sq. Ft. GFA X Study Site Fitted Curve Equation: Not Given Standard Deviation 6.28 15 - - - - Average Rate R 2= -* 20 Nursing Home (620) Vehicle Trip Ends vs: 100OSq. Ft. GFA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies'. 8 1000 Sq. Ft. GFA: 57 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 6.64 2.54-13.70 3.51 1,000 800 w 600 400 200 01 0 X X X X X X X X Study Site 50 100 X = 1000 Sq. Ft. GFA Fitted Curve 150 200 - - - - Average Rate Nursing Horrit (620) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 pm. Setting/Location: General Urban/Suburban Number of Studies: 7 1000 Sq. Ft. GFA: 47 Directional Distribution: 41% entering, 59% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 0.59 0.27 - 132 0.40 60 50 40 W a 2 30 20 10 0 L 0 X X X ff /X X X 50 100 X = 1000 Sq. Ft. GFA X Study Site Fitted Curve Equation: Not Given 150 200 - - - - Average Rate R 2=.*** Tomyn Blvd @ Pruitt Health Access Driveway EB Right Turn Warrant (Tomyn Blvd - 2 Lanes) Figure 2 - 6. Guideline for determining the need for a major -road right -turn bay at a two-way stop -controlled intersection. Il0lN111 Roadway geometry: 2-lane roadway Variable Value Major -road speed, mph: Major -road volume (one direction), veh/h:Ri M ht-turn volume, veh/h: OUTPUT Variable Value Limiting right -turn volume, veh/h: 148 Guidance for determining the need for a major -road right -turn bay for a 2-lane roadway: Do NOT add right -turn bay. 140 9_ 120 100 = 80 0 > 60 c 40 F 20 iY 0 ME 400 600 800 1000 1200 1400 1600 Major -Road Volume (one direction), veh/h Source: NCHRP Report 457- Evaluating Intersection Improvements: An Engineering Study Guide. 21096.1 Tomyn Blvd WB Right Turn Warrant -PM (8/6/20). FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2019 HISTORICAL AADT REPORT COUNTY: 75 - ORANGE SITE: 8327 - TOMYN RD, 300 FT E OF TUMBLEWATER BLVD - OFF SYSTEM YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- 2019 ---------- 8000 S ------------ E 3700 ------------ W 4300 --------- 9.00 -------- 52.60 -------- 4.10 2018 7800 F E 3600 W 4200 9.00 53.20 5.80 2017 7600 C E 3500 W 4100 9.00 52.60 6.20 2016 6200 R E 2800 W 3400 9.00 52.50 6.00 2015 6000 T E 2700 W 3300 9.00 53.20 7.20 2014 5900 S E 2700 W 3200 9.00 53.20 5.70 2013 5900 F E 2700 W 3200 9.00 53.30 5.40 2012 5900 C E 2700 W 3200 9.00 52.90 5.20 AADT FLAGS: C = COMPUTED; E = MANUAL ESTIMATE; F = FIRST YEAR ESTIMATE S = SECOND YEAR ESTIMATE; T = THIRD YEAR ESTIMATE; R = FOURTH YEAR ESTIMATE V = FIFTH YEAR ESTIMATE; 6 = SIXTH YEAR ESTIMATE; X = UNKNOWN *K FACTOR: STARTING WITH YEAR 2011 IS STANDARDK, PRIOR YEARS ARE K30 VALUES iLt Rusty Johnson it A/_aar.aaa _r .eaten; Frank: TO: The Planning and Zoning Commission FROM: Michael Rumer, Development Services Director DATE: July 13, 2021 Commissioners T_,a ry Brinson P r., District 1. Richard Firstner, District 3 George 0hver TIC, District, 4 SUBJECT: Progress Commercial Park PUD Annexation, Large Scale Comprehensive Plan Amendment, Rezoning to PUD/Land Use Plan, and Large -Scale Preliminary Site Plan Project No(s): AX-01-21-01, CPA-2021-002, RZ-21-02-01 & LS-2021-001 ISSUE: Should the Planning & Zoning Commission recommend approval of the Annexation, Large - Scale Comprehensive Plan Amendment from Low -Density Residential to Light Industrial, rezoning to PUD (Planned Unit Development)/PUD Land Use Plan and Large -Scale Preliminary Site Plan for Progress Commercial Park? BACKGROUND: Owners: Progress Commercial Park, LLC. Applicant: McCraney Property Company, Owner/Applicant Site Location: The proposed project is located on the west side of Ocoee Apopka Road, east of SR 429 and 2,900 feet south of Fullers Cross Road. The site is located within the "SR 429 Business Character Area Overlay". Parcel Identification Number(s): The project site consists of four (4) parcels: 07-22-28-0000-00- 026, 07-22-28-0000-00-096, 07-22-28-0000-00-024, and 07-22-28-0000-00-066. Property Size: +/- 39.96 acres Existing Future Land Use: Low -Density Residential (LDR) — Less than four dwelling units per acre Existing Zoning: Orange County A-1 (Citrus Rural District) and Unclassified. Actual land, use proposed land use and unique features of the subject property: The property abutting Ocoee Apopka Road (PID 07-22-28-0000-00-026) has an agricultural exemption for the cultivation of blueberries. Parcel ID 07-22-28-0000-00-024 has a single-family residence, and the remaining parcels are wooded undeveloped land. The Planning and Zoning Commission Meeting Date July 13, 2021 Page 2 of 4 The future land use and requested initial zoning classification of the subject property are as follows: CURRENT PROPOSED Jurisdiction/Zoning City of Ocoee Low Density Residential (LDR) FLU City of Ocoee Light Industrial FLU & Classification Orange County / A-1 (Citrus Rural District) & PUD (Planned Unit Development) Zoning Unclassified Zoning Classification The current future land use designations and zoning classifications of the surrounding properties are as follows: DIRECTION FUTURE LAND USE ZONING CLASSIFICATION EXISTING LAND USE North Low -Density Residential Orange County RCE (Rural Country Estates One -Acre Subdivision East Low -Density Residential Orange County A-1 (Citrus Rural District Single -Family Dwellings South Low -Density Residential City of Ocoee A-1 Vacant West SR 429 Toll Road SR 429 Toll Road SR 429 Toll Road DISCUSSION: The applicant is proposing an Annexation, Large -Scale Comprehensive Map Amendment from Low -Density Residential (4 D.U./Acre) to Light Industrial, rezoning to PUD and a Large -Scale Preliminary Site Plan in order to develop 482,940 s.f. of Light Industrial/Warehouse use located within eight (8) buildings. The property is located within the SR 429 Business Character Area Overlay. Although the Business Character Area does not intend to facilitate this type of development in the subarea, the applicant and City Staff have worked diligently to develop a project size and layout that will meet the intent and desired outcomes of the overlay. Special conditions and criteria that make this project unique and beneficial will be used as new code requirements for the Ocoee Apopka Road Corridor and Business Character Area. The proposed Progress Commercial Park will provide the much -needed extension of Sewer Service to the area via its contribution towards a new public master lift station. Additionally, right-of-way dedication and a 12-foot trail will be provided along Ocoee Apopka Road. The applicants will improve Ocoee Apopka Road with right-of-way dedication, add turn lanes and construct a new east/west public roadway that will open new properties to development with the future extension of Pine Street. Please See the Progress Commercial Park Annexation Justification document, Comprehensive Plan Amendment Justification document, and Large -Scale Site Plan Justification document. The following table depicts the impacts the proposed development has on public facilities: The Planning and Zoning Commission Meeting Date July 13, 2021 Page 3 of 4 * Assumes 73.17 acres/4 DU Utilities: The site is located within the City of Ocoee's service area and is proposing to connect to public utilities for water and sewer. There is an existing 12" water main and force main on the east side of Ocoee Apopka Road; however, central sewer is currently not available and will need to be provided. Transportation / Traffic: The proposed PUD accesses Ocoee Apopka Road and will create a new east/west public road that will eventually connect to the extension of Pine Street. Further comments will be made at the Planning and Zoning Commission public hearing. Schools: The Large Scale Comprehensive Plan Amendment from Low Density Residential to Light Industrial will eliminate use of the property for residential uses and reduce the potential for future student demands on the public school capacity. Public Safety: The nearest Fire Department is Station 38, located on 313 West Road, approximately one-half mile from the project site. The estimated response time is less than two (2) minutes. The Police Sub Station is also located one-half from the subject property, with an estimated response time of three (3) minutes from within the enforcement zone. Drainage: The subject site is located within the Apopka Drainage Basin and, therefore, must meet the requirements of Section 11.7(a) SJRWMD Management and Storage of Surface Water Handbook and Wekiva Study Area Best Management Practices (BMP's). The design of the drainage system will be evaluated in more detail before final engineering approval. Recreation and Open Space: No impacts on recreation facilities are proposed. The applicant will be required to provide thirty- five (35) percent open space. APPLICABLE POLICIES: Special Districts: The site is located within the Wekiva Study Area but does contain one of the protected features. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On June 21, 2021, the DRC met to determine if the proposed Annexation, Large -Scale Comprehensive Plan Amendment, rezoning and Large -Scale Preliminary Site Plan were consistent with the City's regulations and policies. When the discussion was finished, the DRC voted to recommend approval of the Annexation, Large -Scale Comprehensive Plan Amendment from Low Density Residential to Light Industrial, rezoning from A-1 to PUD/Land Use Plan, and Large -Scale Preliminary Site Plan for Progress Commercial Park subject to the following conditions: 1. Staff comments being finalized; 2. Review of the transportation study being completed and any traffic issues addressed, 3. Based on a recently completed Utilities Study, the project requires the construction of a master lift station to be dedicated to the City of Ocoee. The applicant is responsible for The Planning and Zoning Commission Meeting Date July 13, 2021 Page 4 of 4 all applicable onsite improvements to serve this project and capital and connection fees for this project. The applicant shall participate in a pro rata cost share based on the study currently being performed by Reiss Engineering for sewer improvements, including a master lift station with connection to the 6" force main on Clinger Cover, which will require upsizing to accommodate additional flows, or the 20" force main on Lakewood Avenue. Point of connection shall be determined by the City. The project's gravity sewer shall provide connection to adjacent parcels and also include construction of a manhole on Ocoee Apopka Road to accommodate future sewer connections. 4. Utilities shall be looped through Pine Street. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, Staff recommends that the Planning & Zoning Commission recommend approval of the Annexation, Large -Scale Comprehensive Plan Amendment from Low -Density Residential to Light Industrial, rezoning from A-1 to PUD (Planned Unit Development//PUD Land Use Plan and Large -Scale Preliminary Site Plan for Progress Commercial Park, subject to the conditions recommended by Staff. Attachments: Location Map; Aerial Map; Future Land Use Map; Proposed Future Land Use Map; Surrounding Zoning Map; Progress Commercial Park PUD Land Use Plan; Comprehensive Plan Amendment Package; Traffic Study; Ocoee Apopka Road Exhibit; Natural Resource Assessment; Architectural Criteria Statement; Renderings. N RI, I © COPYRIGHT BY SMILEY & ASSOCIATES, INC. LEGAL DESCRIPTION: PARCEL A: THE SOUTHEAST CHARIER (1/4) OF THE NORTHWEST QUARTER (1/4) OF THE OF THE NORTHEASF QUARTER (1/4-) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22. SOUTH, RANGE 28 EAST, ORANGE COUNTY, FI..ORIDA: Al SO: BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, RUN SOUTH 88 DEGREES 15 MINUTES 00 SECONDS WEST ALONG THE SOUTH LINE OF THE SAID SOUTHWEST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) 31.00 FEET; THENCE NORTH 0 DEGREES 13 MINUTES 00 SECONDS WEST 336.42 FEET TO THE NORTH LINE OF SAID SOUTHWEST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4), THENCE NORTH 88 DEGREES 03 MINUTES 00 SECONDS EASI 40.00 FEET IO THE NORTHLASI CORNER OF IHE SAID SOUTHWEST QUARIER (1/4) OF IHE NORTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4); THENCE SOUTH 1 DEGREE 18 MINUTES 40 SECONDS WEST 336. 93 FEET TO THE POINT OF BEGINNING, ORANGE COUNTY, FLORIDA; TOGETHER WITH: THE NORTH HALF (1/2) OF THE SOUTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; AND THE SOUTH HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST CHARIER (1/4) AND IHE SOUTH HALF (1/2) OF THE SOUIHEASF QUARTER (1/4) OF THE NORTHEAST QUARFLR (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNIY, FLORIDA; AND ]HE SOUTH QUARTER (1/4) OF THE WEST HALF (1/2) OF IHE NORUTEAS1 QUARIER (1/4) OF THE SOUTHWEST QUARTER (1/4), LESS THE WEST 2 ACRES THEREOF, SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; Al SO TOGETHER WITH: THE NORIH HALF (1/2) OF THE SOUTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, 'T ORIDA. SUBJECT TO RIGHT OF WAY FOR OCOEE-APOPKA ROAD (AKA STATE ROAD NO. 437) ALONG THE EAST SIDE OF THE PROPERTY. PARCEL B: A PORTION OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 5140, PAGE 1053, AND THAT CERTAIN PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 5140, PAGE 1505, PUBLIC RECORDS OF ORANGE COUNTY, FLORIDA, LYING AND BEING IN THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, SAID POINT BEING A 6 INCH BY 6 INCH CONCRETE MONUMENT; THENCE SOUTH 00 DEGREES 18 MINUTES 20 SECONDS EAST, ALONG THE WEST LINE OF THE SOUTHWEST QUARTER (1/4) OF SAID SECTION 7 FOR 1321.69 FEET TO THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER (1/4) OF SAID SECTION 7; THENCE NORTH 87 DEGREES 51 MINUTES 01 SECOND EAST ALONG THE NORTH LINF FOR 624. 53 FEET TO THE EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF THE WESTERN BELTWAY, SIAIL ROAD NO. 429, ORLANDO-ORANGE COUNTY EXPRESSWAY AUIHORIFY PROJECT NO. /5320-6460-602/603 AND THE POINT OF BEGINNING; IHLNCE CONTINUE NORTH 8/ DEGREES 01 MINUIES 01 SECOND FAST ALONG SAID EASTERLY LIMI LED ACCESS RIGHT-OF-WAY LINE FOR 10.00 -EEL; THENCE NORTH 01 DEGRFF 43 MINUTES 28 SECONDS WEST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY I INS FOR 520.02 FEET; THENCE NORTH 87 DEGREES 51 MINU FES 02 SECONDS EAST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 290.85 FEET; THENCE NORTH 01 DEGREE 43 MINUTES 28 SECONDS WEST Al ONG SAID EASILRLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 1273.05 FEE F TO THE EASTERLY LINE OF THE AFORESAID PARCEL OF LAND DESCRIBED IN OFFICIAL. RECORDS BOOK 5140, PAGE 1052: THENCE SOUTH 19 DEGREES 52 MINUIES 25 SECONDS FAST ALONG SAID EASILRLY LINE FOR 21.38 FELT; THENCE SOUTH 42 DEGREES 23 MINUTES 10 SECONDS EAST ALONG SAID EASTERLY LINE FOR 135.00 FFET; THENCE SOUTH 05 DEGREES 11 MINU FES 50 SECONDS FAST ALONG SAID EASTERLY LINE FOR 203.00 FEET' THENCE SOUTH 12 DEGREES 16 MINUTES 38 SECONDS EAST ALONG SAID EASTERLY LINE FOR 17200 FEET; THENCE SOUTH '16 DEGREES 26 MINUTES 18 SECONDS WEST ALONG SAID EASTERLY LINE FOR 137. 99 FEET; THENCE SOUTH 06 DEGREES 41 MINUTES 41 SECONDS EAST ALONG SAID EASTERLY LINE FOR 22000 FEET; THENCE SOUTH 40 DECREES 17 MINUTES 22 SECONDS EAST ALONG SAID EASTERLY LINE FOR 395.00 FEET; THENCE SOUTH 52 DEGREES 43 MINUTES 08 SECONDS EAST ALONG SAID EASTERLY LINE FOR 43.00 FEET; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST ALONG SAID EASTERLY LINE, ALSO BEING THE EAST LINE OF THE NORTHWEST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SAID SECTION 7, FOR 610.07 FEET TO THE NORTH LINE OF THE SOUTHWEST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SAID SECTION 7, THENCE SOUTH 87 DEGREES 51 MINUTES 01 SECOND WEST ALONG SAID NORTH LINE FOR 626.00 LEFT IO THE EAST LINE OF THE AFORESAID PARCFI OF I AND DESCRIBED IN OFFICIAL RECORDS BOOK 5140, PAGE 1505; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST ALONG SAID EASI LINE FOR 328.65 FELT; FHLNCL SOUTH 87 DLGRLES 51 MINUTES 01 SECOND WEST ALONG THE SOUTH LINE OF SAID PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 5140, PAGE 1000C FOR 34.27 -LEI TO TILL AFORESAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF IHE WESTERN BELTWAY; THENCE NORTH 01 DEGREE 43 MINUTES 28 SECONDS WEST ALONG SAID EASTERLY I IMITED ACCESS RIGHT-OF-WAY LINE FOR 328.32 FEEI FO IHE POINT OF BEGINNING. PARCEL C: THE WEST 2 ACRES OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, LESS THE SOUTH 75 FEET OF THE NORTH 150 FEET OF THE WEST 100 FEET THEREOF, ORANGE COUNTY, FLORIDA. AND THE SOUTH 75 FEFT OF THE NORTH 150 FEET OF THE WEST 100 FEET OF THE WEST 2 ACRES OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. THE ABOVE DESCRIBED PARCELS CONTAIN A TOTAL OF 39.965 ACRES, MORE OR LESS. SOIL_ SURVEY DESIGNATIONS SOIL TYPE CONSTITUENTS 15—FELDA FINE SAND 0-2W SLOPES FINE SAND 20 IMMOKALEE FINE SAND FINE SAND N 87'50'56 W 44—SMYRNA, WET, FINE SAND 0 2% SLOPES FINE SAND A-6—TAVARES FINE SAND, 0-5% SLOPES FINE SAND 51 WABASSO FINE SAND, 0 2W SLOPES FINE SAND 45.3' sB 54ZOLFO FINE SAND, 0-2M SLOPES FINE SAND 54 SOIL ....TYPE DESIGNATION ON PLAN — — — — — SOIL TYPE DELINEATION ON PLAN 19 MATCHLINE A (THIS SHEET) 77 I I I PORTION OF PARCEL TO �I REMAIN VACANT STATE ROAD 4, RIGHT OF WAY JASON GAGE --07-22 28-0000-00 107 ZONING: A-1 STATE ROAD 429 RIGHT OF WAY — 0 C�� r z�NQ 0�� Q Q0 n ., z Qm �0 3�DCL_ Do � NQcn LH N Ln • SMILEY & AML ASSOCIATES INC. 1928 COMMERCE LANE, SUITE 2, JUPITER, FLORIDA 33458 561-596-0562 • msmiley@smiley-associates.com www.smiley- associates. corn EB # 8613 25.0 L.B. MATCHLINE A (THIS SHEET) S19'52'31 "E 21.38' I 542'23' 16"E 1 35.00' THOMAS H RUTHERFORD 07-22-28-1843-00-520 ZONING. R-CL I I LTT WETLAND TO REMAIN 2 24-6 AC. �I -O CD'9 630 I SECONDARY IMPACT 0.265 AC.— ;EV. IDESCRIPTION REVISION NOTES S05°11'56"E 203.00' ROBERT A HARTMANN, JR 07-22-28-1843 00-530 ZONING: R—CE S1 2°1 6'44"E 172,00 PETER H WOUDA 07 22-28-1843-00-540 ZONING: R-CE 516'26'12"W VEGETATIVE LAND USE TYPES I AND USE 110 RESIDENTIAL_ 200 AGRICULTURAI. 420 — UPLAND HARDWOOD FORFSF 510 DITCH 630 WETLAND FORESTED MIXED VEG LAND USE DESIGNATION ON PLAN VEG LAND USE DELINEATION ON PI AN 4' WHITE (IYP ) 2, 0' Sidewalk Sign No FTP21-04 and FTP-22-04 ACCESSIBLE PARKING SPACE ACCESSIBLE SYMBOL SHALL BE WHILE IN COLIR 9' �-12' 3-6' CHEVRONS EQUALLY SPACED PER AISLE PROGRESS COMMERCE PARK FOR PROGRESS COMMERCE PARK, LLC APR DATE OCOEE, FLORIDA 6"-I I E � 2>, PARKING DETAIL PROGRESS COMMERCE PARK, LLC 2257 VISTA PARKWAY, STE 15 WEST PALM BEACH, FL 33411 561-478-4300 SCARPENTER@MCCRANEYPROPERTY.COM PLANNER iPLAN & DESIGN, LLC 823 N. OLIVE AVE. WEST PALM BEACH, FL 33401 561-797-4217 BRIAN@I PLAN ANDDESIGN.COM MATCHLINE B (THIS SHEET) MASTER SITE PLAN ENGINEER SMILEY & ASSOCIATES, INC. 1928 COMMERCE LANE, SUITE 2 JUPITER, FL 33458 561-747-8335 MSMILEY@SMILEY— ASSOCIATES. COM SURVEYOR BISMAN SURVEYING & MAPPING ARON D. BISMAN, PSM 13610 GRANVILLE AVE. CLERMONT, FL 34711 407-905-8877 ARON@BISHMANSURVEYING.COM ARCHITECT C4 ARCHITECTURE 135 W. CENTRAL BLVD. ORLANDO, FL 32801 407-363-6136 CSTRANAHAN@C4ARCHITECTURE.COM ••yl - ,2 ,. PARTS OF SITE WITHIN FEMA FLOOD ZONE A/E. EEMA PANEL 12095CO21OF ZONES DEPICTED ON SURVEY I 2 3°06'S2' R-1884.86' E=1 29�87' 2, 0' L B. 35.0' EDICATED R/W NOTE: 5EE M5P2 FOR ADDITIONAL DETAILS AND INFORMATION 12' WIDE MULTIUSE TRAIL MATCHLINE B (THIS SHEET) 0 0°18'44" 28672,80' =156.24' BEGIN PAVEMENT WIDENING FOR NEW LEFT IURN LANE —� 53.5' EX. R/W SCALE: 1 "=100' 11-������ �III�II��III��e LOCATION MAP SITE DATA: PROJECT NAME PROGRESS COMMERCE PARK SITE LOCATION 1290 OCOEE APOPKA RD 'CNs 0/-22-28-0000-00-026 07-22-28-0000-00-024 0 /- 22- 28- 0000- 00- 066 07-22-28-0000- DO- 096 EXISTING LAND USE DESIGNATION ORANGE CTY LOW DENSITY RES. <40 DUs/AC PROPOSED LAND USE DESIGNATION CITY OF OCOEE LIGHT INDUSTRIAL (LI) EXISTING ZONING DISTRICT ORANGE CTY AGRICULTURAL A-1 PROPOSED ZONING DISTRICT CITY OF OCOEE PLANNED UNIT DEVELOPMENT (PUD) OVERLAY(s) OCOEE/ORANGE CTY JOINT PLANNING AREA WINTER GARDEN OCOEE SR 429 LAND USE + ECONOMIC DEVELOPMENT STUDY & MASTER PLAN EXISTING USES AGRICULTURE/RESIDENTIAL/VACANT PROPOSE USES LIGHT INDUSTRIAL.. (OFFICE/WAREHOUSE) SF AC GROSS SITE AREA 1,740,875 39.965 BUILDING AREA BUILDING 100 (HT. 39'-10") 27,786 0.64 BUILDING 200 (HT_ 39'-10') 27,786 0,64 BUILDING 300 (TIT. 39'-10') 27,786 0.64 BUILDING 400 (HT. 39'-10') 49,956 1.15 BUILDING 500 (HT. 39'-10') 49,956 1.15 BUILDING 600 (HI. 46'-10") 131,156 3.01 BUILDING 700 (H I. 42'-10") 95,100 2,18 BUILDING 800 (HT. 42'-10") 76,28/ 1.75 TOTAL BUII DING AREA 485,813 11.15 PARKING REQUIRED ANCILLARY OFFICE (1PS/300 SF) (10% OF TOTAL BI..DO SF) 161 SPACES WAREHOUSE (1PS/1000 SF) 435 SPACES TOTAL REQUIRED SPACES 596 SPACES PARKING PROVIDED ANCILLARY OFFICE (1PS/300 SF) (10% OF TOTAL BLDG SF) 161 SPACES WAREHOUSE (1PS/1000 SF) 437 SPACES HANDICAPPED PARKING 32 SPACES TOTAL PROVIDED SPACES 598 SPACES HANDICAPPED PARKING REQUIRED 2% OF TOTAL 12 SPACES PROVIDED 32 SPACES LOADING REQUIRED (5 IS/1ST 290,000 SF -i.. 1LS/EA_ ADD 90,000 SF) 8 SPACES PROVIDLD 200 SPACES PROJECT PHASING/VEHICLE TRIPS RESERVATION BI DO SF % PROJ. PHASE VEH. TRIPS BUILDING 100 27,786 5,72% 1 135 BUILDING 200 27,786 5.72% 1 135 BUILDING 300 2/,786 5,72% 1 135 BUILDING 400 49,956 10.28% 1 248 BUILDING COO 49,956 10.28% 1 248 BUILDING 600 131,156 26.99% 11 651 BUILDING 700 95,100 19.57% 111 472 BUILDING 800 76,287 15.70% 111 378 TOTAL SF/VEHICLE TRIPS 485,813 100.00 2,411 SETBACKS REQUIRED PROVIDED PRIMARY ST 50' 94.3' LOCAL ST 25' 15.0' (PINE) 46.0' (DEMASTUS) EXPWY 75' 94.5' FRONT 35' 94.3' SIDE 10' 15' REAR 10' 1.29.7' BUFFER YARDS PRIMARY ST 25 25 LOCAL ST 15' 15' SEWAGE FLOWS: TOTAL AVERAGE DAILY FLOW - 12,047 CPD SHEET TYPE SHEET 1 OF 2 JOB # 20-007 DIGITAL SEAL I DATE 6/ 11 /21 PLAN & DESIGN COMPREHENSIVE PLAN AMENDMENT PROGRESS COMMERCE PARK On behalf of Progress Commerce Park, LLC (the "Applicant/Owner') we are pleased to submit for your consideration a request for a large-scale Comprehensive Plan Amendment. The Applicant has purchased +/-39.965 acres of land located at the southwest corner of Ocoee Apopka Road and Demastus Lane within the municipal limits of the City of Ocoee, Florida. The land is comprised of 4 parcels that have a variety of current uses. A large portion of the eastern area of the land was utilized as a berry farm that has currently ceased operation. A second large portion to the west and adjacent to State Road 429 was historically used for citrus groves, but is currently fallow; and, a two -acre portion located to the south possesses a residential dwelling. A request to annex the property with initial rezoning to a City of Ocoee zoning designation has been requested concurrently with this application. The future land use of the property is Low Density Residential (LDR). The property is located within the Joint Planning Area of the City and within the Winter Garden -Ocoee SR 429 Land Use + Economic Development Study and Master Plan area which was created in 2014. More specifically, it exists within the 429 Business Center Character Area and is subject to the Business Center Design Plan regulations when it is to be developed. The Applicant intends to change the future land use from Low Density Residential (LDR) to Light Industrial (LI). The request to amend the Comprehensive Plan is consistent with numerous Objectives and Policies of the Plan as outlined below. Further, the aggregation of the subject properties and the request to change the future land use to Light Industrial will allow for the creation of a light industrial warehouse and logistics center at this location creating and encouraging economic development along the State Road 429 corridor. The request is consistent with the following Goal, Objectives and Policies of the City's Comprehensive Plan. CITY OF OCOEE COMPREHENSIVE PLAN XIII. GOALS, OBJECTIVES, AND POLICIES GOAL: TO PROMOTE, PROTECT, AND IMPROVE THE PUBLIC HEALTH, SAFETY, GENERAL WELFARE, AND AESTHETICS THROUGH THE PROVISION OF APPROPRIATE LAND USES BY ESTABLISHING AN APPROPRIATE PATTERN OF LAND USE AND DIRECTING DEVELOPMENT ACCORDINGLY (9J-5.006 (3)(a), FAC). The request to amend the Comprehensive Plan for the subject property will begin a re -visioning of Northwest Ocoee in compliance with the standards of the 429 Business Center Character Area of the Winter Garden - Ocoee SR 429 Land Use + Economic Development Study and Master Plan (Master Plan). The Master Plan recognizes the need to locate lands and industrial / economic generator -type uses adjacent to the 429 Expressway consistent with the City's Comprehensive Plan. Introducing light industrial uses in this location will create numerous direct and indirect employment opportunities for residents of the City and surrounding communities. Effective design will ensure surrounding properties are protected and public safety is enhanced, as well as the public's general welfare and overall aesthetics are achieved through superior site 823 N. OLIVE AVENUE WEST PALM BEACH, FL. 33401 T 561.797.4217 W IPLANANDDESIGN.COM E IPLANADMIN@IPLANANDDESIGN.COM PLAN & DESIGN plan programming. Light Industrial uses can be effectively buffered from adjacent properties and quality architecture and building orientation can create an aesthetically pleasing project. With parking and loading activities located at the back of buildings, noise, odors, vibrations can be effectively programmed away from neighboring residential properties. As a self-contained development, the site will also integrate open space into the site programming for the benefit of employees and visitors to the development and protect existing natural wetlands that exist on site. Objective 1: The development of land shall be regulated to ensure that newly developed property and redeveloped property is compatible (meaning, not in direct conflict with uses with regards to specific zoning categories, density and intensity) with adjacent uses and natural features and resources including topography, vegetation, and soil conditions (9J-5.006 (3)(b) (1), FAC). Additionally, the City recognizes the Wekiva Study Area and shall create policies to protect the most effective recharge areas, karst features, and sensitive natural habitats as depicted on the following maps as adopted in the Future Land Use Map Series: "Most Effective Recharge Areas/Soil Conservation Service Type "A" Soils, "Karst Features/Closed topographic depressions", and "Sensitive Natural Habitats". Within the Wekiva Study Area, properties with development entitlements shall be exempt. Amending the future land use to Light Industrial will allow for economic development within the Northwest area of the City that will benefit from new investment. The requested future land use is the least intense industrial designation and will create an employment center for the community, the City and the region. Aggregation of the lands from Ocoee Apopka Road (to the east) to SR 429 (to the west) will create a logical starting point for redevelopment and sufficient land area to create an appropriately scaled employment center in close proximity to the 429 expressway and the State Road 438 (Plant Street) interchange. A complete environmental report has been prepared and no recharge areas, karst features and/or sensitive natural habitats shall be impacted by the requested modification. Policy 1.2: The City shall regulate land development through the Land Development Code, to reduce, eliminate and/or prevent negative impacts related to noise, traffic, light, drainage, water and groundwater quality, toxic and hazardous materials, litter, dust, visibility, and other factors. This shall be accomplished by establishing and enforcing specific environmental performance standards, consistent with state and/or federal standards and with the City's technical enforcement capabilities. Standards shall be based on the measurement of the undesirable characteristics at the property line of the land on which the generating use or activity is located and shall be based on performance levels deemed to prevent nuisance to surrounding properties. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Modification of the future land use and subsequent development of the property as a Light Industrial Warehouse and Logistics Center will adhere to the regulations specified in the City's Land Development Code and also the Business Center Character Area Design guidelines as outlined in the June 2017 Business Center Design Plan. Enhanced site programming, landscape design and enhanced buffering shall prevent negative Page 2 of 15 PLAN & DESIGN off -site impacts related to noise, traffic, light, vibration, drainage, water and groundwater quality, toxic and hazardous materials, litter, dust and visibility. Ensuring appropriately scaled buildings engage adjacent rights -of -ways and parking and loading is placed at the sides and rear of buildings will create aesthetically pleasing architectural views into the property. Pedestrian sidewalks and multipurpose paths shall be integrated into the design to encourage wolkability throughout the center to and from various uses and to and from on -site open spaces. Policy 1.3: The City shall mitigate impacts by using regulations related to landscaping, setbacks, walls/fences, on -site parking, on -site traffic flow, lighting, signs, pedestrian access, vehicular access and other factors which will mitigate offsite impacts and enhance the health, safety, welfare and appearance of the built environment while providing an effective buffer between uses (9J-5.006 (3)(c)(4), FAC). All future development on the subject property shall implement enhanced site -programming and site - related mitigation techniques to effectively minimize and/or eliminate any potential off -site impacts for neighboring properties. Buffering the proposed Light Industrial use and protecting/maintaining existing natural features (i.e. wetlands) will ensure that the health, safety, welfare and overall appearance of the built environment is enhanced and protected. Policy 1.4: The City shall allow mixed and multi -uses in the Special Overlay Areas (SOAs) which include the Downtown Redevelopment Area, Interchange Impact Areas, and Activity Centers, and shall use strict design criteria to provide an attractive appearance and to offset negative impacts, sprawling development patterns and the proliferation of strip commercial development (9J- 5.006 (3)(c)(5), FAC). All future development on the subject site shall adhere to the City's Land Development Code and also the Business Center Character Area Design guidelines as outlined in the June 2017 Business Center Design Plan. The Business Center Design Plan outlines specific design criteria for all types of uses including Light Industrial projects. Policy 1.5: The City shall require that industrial parks develop with internal traffic circulation and buffering from adjacent roads and properties. Integration of a Light Industrial Warehouse and Logistics Center in this location will be executed carefully and thoughtfully to ensure it becomes a premier employment center that is self-contained,- engages the adjacent rights -of -ways; and provides enhanced buffering to the neighboring properties. Any adjacent roadway modifications shall be completed to minimize impacts for neighbors and the general public and the project shall incorporate a network of internal roadways to connect all buildings within the development as well as connect exiting public rights -of -ways (New Lane extension to Ocoee -Apopka Road). Page 3 of 15 PLAN & DESIGN Policy 1.7: The land development regulations shall promote innovative development in those cases where a public benefit can be realized and impact can be offset by the development, as follows: FUTURE LAND USE ELEMENT CPA 2002-1-1 1-36 • Utilize Planned Unit Development zoning to allow for mixed uses and unconventional development designs in those cases where the developer can demonstrate increased effectiveness of service delivery, improved living environments, or protection of natural resources such as the Flood plain/Conservation land use classification and the most effective aquifer recharge areas, karst features, and sensitive natural habitats as depicted in the Future Land Use Map series. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.]; and • Provide development standards that create useable open spaces in new developments (9J-5.006 (3) (c) (5), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] It is the intent of the Applicant to modify the existing future land use designation and rezone the property to a consistent Planned Unit Development (PUD) in order to effectively develop a Light Industrial Warehouse and Logistics Center. Direct public benefits of the development of such a facility in this area include: upgrading and enhancements to the adjacent public right-of-way (Ocoee -Apopka Road); the extension of sewer and water services to the area; the extension of Pine Street through to Ocoee -Apopka Road (via New Lane); and, economic opportunity to the Northwest area of the City. The project shall integrate useable open spaces throughout the development as well as a comprehensive sidewalk system to enhance the pedestrian environment. Policy 1.9: The City shall only establish new industrial development zoning along major corridors and shall review existing zoning along major corridors in order to minimize the impacts of the industrial zoning. Heavy industrial uses which are generally not aesthetically desirable shall be discouraged along arterial and collector streets or shall be required to provide berms and/or opaque screening or fencing so as to eliminate visibility of building or outside storage area from the street. Access to industrial areas shall be attractively landscaped and signed. Buffers shall be used as set forth in the City of Ocoee Land Development Code. The future land use amendment request is located on and has principal access from Ocoee Apopka Road, which is designated as a collector roadway. As indicated on Comprehensive Plan Map Roadway Improvement Master Plan 2020 exhibit, it is listed as a roadway that will be widened to the south to the Plant Street Interchange all the way north to McCormick Road. It is a significant north -south collector roadway. A traffic analysis of the proposed Comprehensive Plan change indicates that traffic impacts will not be significant for roadways up to 2.5 miles away from the subject site. Policy 1.10: The following density and intensity restrictions shall apply within the land use categories established on the Future Land Use Map. Page 4 of 15 PLAN & DESIGN • Light Industrial — FAR 3.0 max. The Applicant shall adhere to the maximum Floor Area Ratio of 3.0 for the subsequent development of a Light Industrial Warehouse and Logistics Center. Objective 2: To provide adequate services and facilities to newly developed or redeveloped property and to protect the ability of those services and facilities to function properly. These services and facilities shall be provided in an economically feasible manner, as outlined in the Infrastructure Element Sub -elements, and shall be provided in a manner to discourage urban sprawl (9J-5.006 (3)(b)(8)&(9), FAC). Modification of the future land use will require the extension and enhancement of such services and facilities as potable water, sanitary sewer, drainage, solid waste and roadways. As the subject property is located within the City's municipal boundary, the Joint Planning Area (between Ocoee & Orange County; the City's utility service area; and is within a redevelopment overlay urban sprawl is not applicable nor shall it occur as a result of approval of such a request. Policy 2.3: The City shall require development to have adequate services and facilities available prior to or concurrent with the impacts of the development, consistent with adopted standards. Services and facilities include potable water, sanitary sewer, drainage, solid waste, roads, and parks. This policy shall be implemented through the Concurrency Management System as defined in the Capital Improvements Element (9J-5.006 (3)(c)(3), FAC). All adopted levels of service shall be met concurrent with any subsequent development with the extension of required services and facilities such as potable water, sanitary sewer, drainage, solid waste and roads. Policy 2.4: The City shall allow only land use patterns and development that can be efficiently provided with necessary public services. This shall be regulated through the Concurrency Management System as described in the Capital Improvements Element of this Comprehensive Plan. The Applicant shall identify all necessary enhancements to existing services and facilities to meet concurrency. Policy 2.5: The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy. For the purpose of this Policy, an annexation shall be considered as a logical extension if it is within the limits of the JPA and meets the technical criteria of Chapter 171, Florida Statutes. The boundaries of the JPA are illustrated on the Future Land Use Map. Services will be considered as being properly provided if the existing or planned public facilities Page 5 of 15 PLAN & DESIGN can support the land uses and densities proposed in the area to be annexed consistent with the level of service standards set forth in this plan (9J-5.006 (3)(c)(3), FAC). The subject property is located within the existing City boundary and within a designated Planning Overlay District (the SR 429 Character Area). The Applicant is proposing to voluntarily annex the property into the City of Ocoee, rezone the property and modify the future land use for the purpose of creating an employment center within one of the City's gateway districts and request a modification to the Joint Planning Area Agreement between the City of Ocoee and Orange County. The planned modifications/extension of/upgrading of public facilities will sufficiently serve the needs of the project. Coordination with the City and all applicable service providers will be conducted to ensure all services and facilities meet the adopted levels of service. Policy 2.7: The City shall require new developments to provide necessary services and facilities or to pay a fair share of the cost of those services and facilities. These services and facilities shall conform to the adopted level of service standards. The Applicant will extend/enhance/modify existing facilities where required and/or contribute a pro -rota share to any direct impacts caused by the subsequent development of the property as a Light Industrial Warehouse and Logistics use. Policy 2.8: The City shall encourage development when and where appropriate facilities and services to support it are available (based on the levels of services standards adopted concurrent with this Comprehensive Plan), thereby discouraging urban sprawl and ensuring that concurrency is met. The following policy statements demonstrate how compliance shall be implemented. • Development orders shall not be approved if mandated services are degraded below accepted LOS standards. FUTURE LAND USE ELEMENT CPA 2002-1-1 1-39 • The following public facilities and services shall be available for new development in all urban areas: schools; roadways; solid waste collection; stormwater management; fire and police protection; potable water, sanitary sewer or septic tanks if the soils are acceptable. • Through appropriate land development regulations and provision of effective urban services, the City shall promote infill development within the municipal boundaries. • The City shall assure that adequate facilities and services are available to support the new development as specified in the Concurrency Management System. • The land development regulations shall be enforced to reflect the policy of controlling control urban sprawl. Page 6 of 15 PLAN & DESIGN The Applicant shall make any required service and facilities upgrades to ensure all services are available to the development and that it meets the adopted levels of service for each respective service, including but not limited to potable water, sanitary sewer, drainage, solid waste and roads. Policy 2.12: The City shall continue to encourage the consolidation of lots or small, shallow parcels in order to encourage development into planned concentrations, as opposed to a linear, strip commercial configuration. The Applicant is consolidating up to 4 large and small parcels of land to create an employment center that shall satisfy the "supporting services" component of the City's adopted 429 Business Center Design Plan. That master plan envisions the integration of an "office and high-tech manufacturing area with supporting services like commercial and residential uses". In this specific instance, the development of a Light Industrial Warehouse and Logistical Center would be considered a valuable support service to future Office, High Tech and Commercial uses both for local businesses and/or regional and national companies. The rezoning to a PUD will provide a well -planned, self-contained and concentrated facility that will protect neighboring properties and on -site natural features (existing wetlands). Objective 3: The City shall adopt and implement plans and programs for Interchange Impact Areas, the Downtown Redevelopment Area, and Activity Centers as determined by the City Commission to meet the criteria established by Chapter 163, Florida Statutes to encourage Planned Unit Developments and mixed and multi -use developments (91-5.006 (3)(b)(2) and (10), FAC). The Applicant is proposing development within one of the recognized Interchange Impact Areas in the northwest area of the City. It is consistent with the 2006 Northwest Ocoee Sector Study. That study identified the importance of development in northwest Ocoee as an important gateway to the City due to the Western Expressway (SR 429) and the two interchanges that serve the City. Amendment of the 2019 Joint Planning Area Agreement will be carried out concurrent with these requests. As such the development of Light Industrial Office Warehouse and Logistics Center uses along SR 429 will help to pull investment to this area of the city and ensure that the needed public facilities to support all new development are planned, installed and operational. Policy 3.3: The City shall provide public services and facilities to all neighborhoods in an effective manner. The Applicant shall provide for the logical and timely extension of required facilities and services to the property in order to service the subject site and ensure adopted levels of service are fully met. Policy 3.4: The City shall develop mixed use zoning provisions within the Land Development Code which shall provide for the implementation of new "mixed/multi uses within a variety of higher Page 7 of 15 PLAN & DESIGN intensity land use categories where the overall impacts of development are determined to be no greater than those that would otherwise result from that permitted by underlying land uses. This ordinance shall provide for such items as internal circulation, compatibility of adjacent uses, functional relationship between mixed uses, provisions of open space and public amenities, and consistency with all requirements of the City's Comprehensive Plan (9J-5.006 (3)(c)(5), FAC. The integration of a self-contained, Light Industrial employment center use in a redevelopment area of the City, following the property development standards of the City's Zoning Code as well as the Design criteria of the SR 429 Business Center Design Plan will ensure compatibility with the existing surrounding residential, industrial and transportation (SR 429) uses adjacent to the subject property. Policy 4.2: Proposed commercial and industrial development requiring a change to the Future Land Use Map may be required to submit a market study indicating the economic feasibility of the development and the location advantage over existing commercial and industrial lands. The Applicant has provided a market analysis that outlines the need for Light Industrial uses within this market area and the vacancy rate as well as the amount of industrial needed to serve the marketplace. See attached analysis. Objective 5: The City shall enforce the Land Development Code to protect and properly utilize natural and historic resources in accordance with the Conservation Element and the following policies. The Applicant shall adhere to the applicable Land Development Standards and Conservation Elements of the City's Land Development Code and the Conservation Elements outlined in the following policies. Policy 5.1: The City shall protect areas of environmental concern including but not limited to the Flood plain/Conservation land use classification, and the most effective aquifer recharge areas, karst features, and sensitive natural habitats as depicted on the Future Land Use Map series, and areas of scenic and historic value, as identified in the Conservation Element, through development regulations and public programs, including, but not limited to environmental awareness programs at recreational facilities and in schools (9J-5.006 (3)(b)(4), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] The Applicant has provided an Environmental Assessment of the subject property. An existing quality wetland has been identified on the site and is proposed to be maintained, enhanced and effectively buffered from any proposed future development. Subsequent development of the property shall ensure protection of this important natural feature. Further, the analysis found that no significant endangered or threatened species habitat exists on the property. Page 8 of 15 PLAN & DESIGN Policy 5.2: The City shall use development regulations to protect air and water quality, flood -prone areas, open space, karst features, natural wetland, sensitive natural habitats, wellhead protections areas and the most effective recharge areas for the Floridian and surficial aquifers. This shall be accomplished by such regulations as are described in Policy 5.3. In addition, the City shall cooperate with federal, state and regional environmental management agencies to identify and monitor unusual activities associated with non-residential uses and to refer observed violations to the appropriate enforcement authorities. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] The Applicant shall adhere to all City, County, State and Federal regulations governing the existing wetland on the subject property. Policy 5.3: The City shall enforce its Land Development Code to protect surface water quality including, but not limited to: restrictions in building setbacks, maximum impervious surface ratios, land use restrictions to ensure compatibility, development limitations in floodplains, and upland and wetland protection. Land development regulations shall include restrictions on development within areas designated as Conservation/Floodplains on the Future Land Use Map. Flood elevations shall not be adversely impacted and the water quality of the water body shall not be degraded. Land development regulations shall provide adequate protection for wetland areas and require central sewer for development within and adjacent to karst features, wetlands or 100-year floodplain areas (9J-5.006 (3)(c)(1), FAC). [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] The Applicant shall protect and enhance the existing on -site wetland that exists to the north and centrally within the subject property. A substantive wetland buffer shall be developed and maintained as part of programming the intended Light Industrial Warehouse and Logistics Center use. A portion of an open ditch that exists to the south of the main wetland (with some wetland plants within it) shall be developed and mitigated. Policy 5.4: The City shall promote the use of upland and wetland corridors and buffer zones as natural reservations, as identified in the Recreation and Open Space Element. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] The Applicant shall create and maintain a significant wetland buffer around the main body of the on -site wetland and shall designate it as a preserve. Page 9 of 15 PLAN & DESIGN Policy 5.5: The City shall, in coordination with developers, evaluate soil potential including but not limited to most effective aquifer recharge areas and karst features. This examination and testing will be done on a site -by -site basis. Specific characteristics and criteria under examination shall be as identified in the Land Development Code. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Soil analysis on the subject property has revealed up to five (5) soil types that exist across the site and they include: Felda Fine Sand; Immokalee Fine Sand, Smyrna Fine Sand, Wabasso Fine Sand, and, Zolfo Fine Sand. The subject property is not included in the most effective aquifer recharge area nor does it possess karst features. Policy 5.6: The City shall require developers to delineate conservation and floodplain lands, most effective aquifer recharge areas, karst features, and sensitive natural habitats on a site -by -site basis as their development proposals are submitted. The criteria used for the delineation shall provide that development will be guided in a manner that optimizes open space and promotes a pattern of development that protects the recharge capabilities of the land, recognizes property rights and the differing circumstances and varying land use patterns within the Wekiva Study Area. The specific development criteria shall be addressed in the Land Development Code. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] The Applicant has prepared an environmental analysis of the subject property and has delineated the boundary of the on -site wetland. Enhancement, buffering and on -going maintenance of the wetland shall be carried out by the developer. Policy 5.7: The City shall enforce the Land Development Code to require development proposals to include the identification of and management plans for rare, endangered, and threatened flora and fauna species consistent with the criteria outlined in the Land Development Code and the Conservation Element of this Comprehensive Plan. Policy Series shall only be permitted in limited instances where development would be severely restricted. If there is no practical alternative, mitigation measures shall be undertaken, consistent with the Land Development Code. The Applicant has prepared an environmental analysis of the subject property and it has been determined that the "property lies within the Federal Consultation Area for the eastern black rail, sand skink and Everglades snail kite. However, the Property does not contain suitable habitat or required soil types for any of these species... ". No rare, endangered, and/or threatened flora or fauna species exist on the site. Policy 5.8: Proposed activities which would destroy or degrade the functions of wetlands or other environmentally sensitive natural habitats or karst features as defined by the Land Development Code or depicted in the Future Land Use Map Page 10 of 15 PLAN & DESIGN The Applicant shall mitigate for any impacts to the open drainage ditch that exists adjacent to the on -site wetland. Policy 5.9: The City shall continuously plan for and only approve development that is consistent with natural drainage and water storage plans. This shall include special provisions in the Land Development Code pertaining to land -locked drainage basins where projects may be permitted on a case -by -case basis when unique site characteristics demand a more comprehensive stormwater management approach (9J-5.006(3)(c)(4), FAC). The aggregation of the four (4) parcels into a single property for the development of a Planned Unit Developmentshall comprehensively address natural drainage flows back to the on -site wetland and will also address all development -related stormwater drainage through a system of open on -site retention areas and pipes to achieve legal positive outfall. Policy 5.12: The City's wetlands shall be conserved and protected from physical and hydrologic alterations by regulating development activities to protect natural water -cleansing features and reduce or prevent discharges of contaminants from urban and agricultural land uses through the Land Development Code. The Land Development Code shall include provisions such as (but not limited to) the use of such natural features in the treatment of stormwater runoff, limitations on destruction of native vegetation and/or land clearing within such natural features, and maintenance of upland buffers and/or environmental swales within a minimum width of twenty-five (25) feet surrounding such natural features. For the purposes of this policy, natural features shall include Florida Department of Environmental Protection jurisdictional wetlands (9J-5.013(2)(c)(3), FAC). The Applicant has prepared an environmental analysis of the subject property and has delineated the boundary of the on -site wetland. Enhancement, buffering and on -going maintenance of the wetland shall be carried out by the developer. Policy 5.13: The City shall protect and conserve the natural functions of wetlands by directing land uses incompatible with the protection and conservation of wetlands and wetland functions away from identified wetlands. The type, value, function, size, conditions and locations of wetlands will be factors used to consider land use changes where incompatible uses are allowed to occur, mitigation shall be considered and will be based on the regulations set forth in the Land Development Code (9J-5.013(3)(a)&(b), FAC). The Applicant has prepared an environmental analysis of the subject property and has delineated the boundary of the on -site wetland. Enhancement, buffering and on -going maintenance of the wetland shall be carried out by the developer. Page 11 of 15 PLAN & DESIGN Objective 7: The City shall enforce the Land Development Code to preserve existing and future neighborhoods. The subject property is located within a planning overlay district that envisions the development of a range of new uses in this important area of the City (the Northwest district) in close proximity to the 429 Expressway. Superior site planning and building programming combined with enhanced landscape buffering shall ensure existing neighborhoods remain unaffected by the future land use change request and subsequent development of the property as a Light Industrial Warehouse and Logistics Center. Policy 7.1: The City shall enforce standards in the Land Development Code to promote compatibility of adjacent land uses by requiring buffer zones to protect new and established residential areas adjacent to new and established nonresidential, uses. Buffer zones shall be defined within the Land Development Code, based on the following guidelines: a) "Minor" buffers between low-rise (two stories or less) office or multi -family uses and single-family areas, consisting of a minimum of fifteen (15) feet of buffer area supplemented by walls, and/or fences, and landscaping. b) "Medium" buffers between retail commercial or high-rise (over two stories) office and any residential use, consisting of a minimum of twenty-five (25) feet of buffer area supplemented by walls, and/or fences, and landscaping. c) "Major" buffers between any industrial use and any residential use, consisting of a minimum of fifty (50) feet of buffer area supplemented by walls, and/or fences, and landscaping (9J-5.006 (3)(c)(2), FAC). The Applicant shall adhere to the 429 Business Center Character Area Design Criteria for Industrial buildings and sites. Policy 7.2: The City shall permit only low intensity office and low intensity commercial development adjacent to residential areas except where well buffered. The Applicant shall address buffering of the residential uses adjacent to the subject property to the north. The design criteria of the 429 Business Center Design Plan shall be adhered to. Enhanced buffering elements and landscaping shall be utilized to effectively minimize or eliminate off -site impacts to adjacent residential properties. The remaining surrounding properties are SR 429 and Light Industrial uses to the east and south of the subject property. Policy 7.5: To allow for greater open spaces to preserve the most effective recharge areas, karst features and sensitive habitats depicted in the Future Land Use Map series, density may be computed Page 12 of 15 PLAN & DESIGN in a defined development project by allowing clustering in certain areas. These clusters may be of greater density than allowable within the land use designations as long as the total project does not exceed maximum density as designated on the Future Land Use Map. Clustering, pursuant to the foregoing concept, may be controlled by density caps, PUD zoning or a restrictive covenant running with the land with power of enforcement in favor of the City. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] The Applicant shall request rezoning to a Planned Unit Development (PUD) for the purpose of creating a well -planned, comprehensive, and self-contained employment center to serve the surrounding community and greater city and region. The subject property is not located within an effective recharge area nor does it possess karst features. Policy 7.6: Land designated for industrial use should be adjacent to railways and/or major highways. Adequate buffering should be provided from adjacent residential land uses, and office or commercial uses should be encouraged between industrial and residential areas (9J-5.006 (3)(c)(2), FAC). The Applicant has aggregated these specific properties into a single unified property for the purpose of developing a Light industrial Warehouse and Logistic Center due to its adjacency to the State Road 429 Expressway and the close proximity to the SR429 interchange to the south. A support service type use at this location shall encourage future Office, Commercial and Residential development within this overlay district. Policy 7.7: The Land Development Code shall provide for adequate open space within new developments and redevelopment projects. The minimum required open space within any project shall be five (5) percent of the total site. The Applicant shall adhere to the design standards of the 429 Business Center Character Area Design Plan. The required 5 percent open space minimum shall be achieved with future development of the site. 7.7.3: Upland Buffer Retention Swales: Naturally vegetated swales that are placed within the upland buffers surrounding lakes or wetlands. The purpose of these swales is to improve the water quality of the stormwater runoff and ensure that the swale fills and exfiltrates into the soil so that there is no sheet flow into the lake or wetland. This method of water quality improvement shall mimic the absorption and pollutant removal abilities of a natural low spot in the topography and must follow accepted Best Management Practices (BMPs). Stormwater runoff from developed lands adjoining wetlands, lakes and/or floodplain areas shall be diverted towards swales, hold the runoff, and then allow it to slowly release into the soil column. [Wekiva Parkway and Protection Act (WPPA): Ch. 369.321(3), F.S.] Page 13 of 15 PLAN & DESIGN The Applicant shall develop on -site retention areas to hold stormwater runoff to achieve water quality on - site prior to release offsite to the point of legal positive outfall. LEGAL DESCRIPTION PARCEL A: THE SOUTHEAST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF THE OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA: ALSO: BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, RUN SOUTH 88 DEGREES 15 MINUTES 00 SECONDS WESTALONG THE SOUTH LINE OF THE SAID SOUTHWEST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) 31.00 FEET; THENCE NORTH 0 DEGREES 13 MINUTES 00 SECONDS WEST 336.42 FEET TO THE NORTH LINE OF SAID SOUTHWEST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4); THENCE NORTH 88 DEGREES 03 MINUTES 00 SECONDS EAST 40.00 FEETTO THE NORTHEAST CORNER OF THE SAID SOUTHWEST QUARTER (1/4) OF THE NORTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4), THENCE SOUTH 1 DEGREE 18 MINUTES 40 SECONDS WEST 336.93 FEET TO THE POINT OF BEGINNING, ORANGE COUNTY, FLORIDA; TOGETHER WITH: THE NORTH HALF (1/2) OF THE SOUTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; AND THE SOUTH HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) AND THE SOUTH HALF (1/2) OF THE SOUTHEAST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; AND THE SOUTH QUARTER (1/4) OF THE WEST HALF (1/2) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4), LESS THE WEST 2 ACRES THEREOF, SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA; ALSO TOGETHER WITH: THE NORTH HALF (1/2) OF THE SOUTHWEST QUARTER (1/4) OF THE NORTHEAST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. SUBJECT TO RIGHT OF WAY FOR OCOEE-APOPKA ROAD (AKA STATE ROAD NO. 437) ALONG THE EAST SIDE OF THE PROPERTY. A PORTION OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 5140, PAGE 1053, AND THAT CERTAIN PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 5140, PAGE 1505, PUBLIC RECORDS OF ORANGE Page 14 of 15 PLAN & DESIGN COUNTY, FLORIDA, LYING AND BEING IN THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE ATTHE NORTHWEST CORNER OF THE SOUTHWEST QUARTER (1/4) OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA, SAID POINT BEING A 6 INCH BY 6 INCH CONCRETE MONUMENT; THENCE SOUTH 00 DEGREES 18 MINUTES 20 SECONDS EAST, ALONG THE WEST LINE OF THE SOUTHWEST QUARTER (1/4) OF SAID SECTION 7 FOR 1321.69 FEETTO THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER (1/4) OF SAID SECTION 7; THENCE NORTH 87 DEGREES 51 MINUTES 01 SECOND EAST ALONG THE NORTH LINE FOR 624. 53 FEET TO THE EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF THE WESTERN BELTWAY, STATE ROAD NO. 429, ORLANDO-ORANGE COUNTY EXPRESSWAY AUTHORITY PROJECT NO. 75320-6460-602/603 AND THE POINT OF BEGINNING; THENCE CONTINUE NORTH 87 DEGREES 51 MINUTES 01 SECOND EAST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 10.00 FEET; THENCE NORTH 01 DEGREE 43 MINUTES 28 SECONDS WEST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 520.02 FEET; THENCE NORTH 87 DEGREES 51 MINUTES 02 SECONDS EAST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 290.85 FEET; THENCE NORTH 01 DEGREE 43 MINUTES 28 SECONDS WEST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 1273.05 FEETTO THE EASTERLY LINE OF THE AFORESAID PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 5140, PAGE 1052, THENCE SOUTH 19 DEGREES 52 MINUTES 25 SECONDS EAST ALONG SAID EASTERLY LINE FOR 21.38 FEET; THENCE SOUTH 42 DEGREES 23 MINUTES 10 SECONDS EAST ALONG SAID EASTERLY LINE FOR 135.00 FEET; THENCE SOUTH 05 DEGREES 11 MINUTES 50 SECONDS EAST ALONG SAID EASTERLY LINE FOR 203.00 FEET; THENCE SOUTH 12 DEGREES 16 MINUTES 38 SECONDS EAST ALONG SAID EASTERLY LINE FOR 172.00 FEET; THENCE SOUTH 16 DEGREES 26 MINUTES 18 SECONDS WEST ALONG SAID EASTERLY LINE FOR 137. 99 FEET; THENCE SOUTH 06 DEGREES 41 MINUTES 41 SECONDS EAST ALONG SAID EASTERLY LINE FOR 220.00 FEET; THENCE SOUTH 40 DEGREES 17 MINUTES 22 SECONDS EAST ALONG SAID EASTERLY LINE FOR 395.00 FEET; THENCE SOUTH 52 DEGREES 43 MINUTES 08 SECONDS EAST ALONG SAID EASTERLY LINE FOR 43.00 FEET; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST ALONG SAID EASTERLY LINE, ALSO BEING THE EAST LINE OF THE NORTHWEST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SAID SECTION 7, FOR 610.07 FEETTOTHE NORTH LINE OF THE SOUTHWEST QUARTER (1/4) OF THE SOUTHWEST QUARTER (1/4) OF SAID SECTION 7; THENCE SOUTH 87 DEGREES 51 MINUTES 01 SECOND WEST ALONG SAID NORTH LINE FOR 626.00 FEET TO THE EAST LINE OF THE AFORESAID PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 5140, PAGE 1505; THENCE SOUTH 00 DEGREES 23 MINUTES 41 SECONDS WEST ALONG SAID EAST LINE FOR 328.65 FEET; THENCE SOUTH 87 DEGREES 51 MINUTES 01 SECOND WEST ALONG THE SOUTH LINE OF SAID PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 5140, PAGE 1505 FOR 34.27 FEET TO THE AFORESAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE OF THE WESTERN BELTWAY; THENCE NORTH 01 DEGREE 43 MINUTES 28 SECONDS WEST ALONG SAID EASTERLY LIMITED ACCESS RIGHT-OF-WAY LINE FOR 328.32 FEET TO THE POINT OF BEGINNING. PARCEL C: THE WEST 2 ACRES OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, LESS THE SOUTH 75 FEET OF THE NORTH 150 FEET OF THE WEST 100 FEET THEREOF, ORANGE COUNTY, FLORIDA. e►o THE SOUTH 75 FEET OF THE NORTH 150 FEET OF THE WEST 100 FEET OF THE WEST 2 ACRES OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 7, TOWNSHIP 22 SOUTH, RANGE 28 EAST, ORANGE COUNTY, FLORIDA. THE ABOVE DESCRIBED PARCELS CONTAIN A TOTAL OF 39.965 ACRES, MORE OR LESS. Page 15 of 15 June 2o21 PROGRESS COMMERCE PARK OCOEE, FLORIDA Traffic Impact Analysis I ke transportation i consultants LTECNP 20-5302 Luke Transportation Engineering Consultants This Page Intentionally Left Blank �A g e i1 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants TRAFFIC IMPACT ANALYSIS PROGRESS COMMERCE PARK OCOEE, FLORIDA Prepared for: McCraney Property Company 189 South Orange Avenue, Suite 1170 Orlando, FL 328o1 Luke Transportation Engineering Consultants P. O. Box 941556 Maitland, Florida 32794-1556 407-423-8055 www.Ltec-FL.com June 2021 LTEC NQ 20-5302 Luke Transportation Engineering Consultants This Page Intentionally Left Blank �A g e I iv 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants PROFESSIONAL ENGINEERING CERTIFICATE I hereby certify that I am a registered professional engineer in the State of Florida practicing with Luke Transportation Engineering Consultants, a corporation authorized to operate as an engineering business (*EB-0007429), by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and that I have prepared or approved the evaluation, findings, opinions, conclusions, or technical advice hereby reported for PROJECT: Progress Commerce Park LOCATION: Ocoee Apopka Road (CR 437), Florida CLIENT: McCraney Property Company I acknowledge that the procedures and references used to develop the results contained in this report are standard to the professional practice of transportation engineering as applied through professional judgment and experience. NAME: J. Anthony Luke, P.E. MM90611 DATE: June 20, 2021 SIGNATURE: LTEC NQ 20-5302 Luke Transportation Engineering Consultants This Page Intentionally Left Blank �A e I vi 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants TABLE OF CONTENTS INTRODUCTION..................................................................................... i Purpose.......................................................................................................... 1 Site Location and Site Plan........................................................................... i StudyMethodology....................................................................................... 1 Study Area /Area of Influence..................................................................... 1 EXISTING INTERSECTIONS AND TRAFFIC CONDITIONS ..................... 7 StudyRoadways........................................................................................... 7 StudyIntersections....................................................................................... 7 Programmed/Planned Roadway Improvements ..................................... 12 PROPOSED DEVELOPMENT................................................................ 13 TripGeneration..........................................................................................13 TripDistribution.........................................................................................13 PROJECTED TRAFFIC TRANSPORTATION ASSESSMENT ................... 15 StudyRoadways..........................................................................................15 IntersectionAnalysis...................................................................................15 Proportionate Share Calculation............................................................... 21 Project Access Auxiliary Turn Lanes......................................................... 22 STUDYCONCLUSIONS......................................................................... 25 APPENDIX............................................................................................ 27 Appendix — Study Methodology.............................................................29 Appendix B — Existing Intersection Turning Movements ......................... 41 Appendix C — Ocoee CMS Worksheets....................................................... 53 Appendix D — Existing Synchro Worksheets ............................................. 57 Appendix E — Model Plot............................................................................ 87 Appendix F — FDOT Trends Worksheet..................................................... 91 Appendix G — Projected Synchro Worksheets ........................................... 95 Appendix H — Proportionate Share Synchro 1 o Worksheets..................129 Appendix I — Auxiliary Turn Lane Worksheets.......................................133 LTEC NQ 20-5302 Luke Transportation Engineering Consultants FIGURES Figure1- Site Location........................................................................................................ 2 Figure 2 - Conceptual Site Plan Access............................................................................... 3 Figure 3 - Existing A.M. and P.M Peak Hour Traffic Volumes .......................................... 9 Figure 4 - Project Trip Distribution..................................................................................14 Figure 5 - Projected A.M. Peak Hour Traffic Volumes......................................................17 Figure 6 - Projected P.M. Peak Hour Traffic Volumes.....................................................18 TABLES Table 1- Study Area Determination.................................................................................... 4 Table 2 - Study Roadways Existing LOS............................................................................. 8 Table 3 — Existing Study Intersections LOS.....................................................................10 Table 4 — Estimated Trip Generation............................................................................... 13 Table 5 — Background 2025 Traffic Volumes................................................................... 15 Table 6 - Study Roadway Projected 2025 LOS.................................................................16 Table 7 - Projected Study Intersections LOS....................................................................19 L ag e I viii 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants INTRODUCTION Purpose The study was conducted to assess the traffic impact of the proposed Progress Commerce Park industrial development on Ocoee Apopka Road (CR 437) in Ocoee, Florida. This report is being submitted for development plan approval. Site Location and Site Plan The proposed development will consist of an industrial subdivision with eight buildings with a total square footage Of 485,813-square feet on a largely vacant ±39.965-acre parcel on Ocoee Apopka Road (CR 437). The Project site location is shown in Figure i. Build - out year is proposed to be 2025. A conceptual site plan is shown in Figure 2. Three (3) access connections are proposed. Two full access connections on Ocoee Apopka Road (CR 437), Project Entrance South (Intersection * 1o) and Project Entrance North (Intersection * 11). The third access connection will be a full access connection onto Pine Street which will be limited to employee access only (no heavy vehicle access will be allowed). Pine Street connects to Palm Drive at analysis Intersection * 7. Study Methodology Before conducting this study, the assumptions, and procedures to be used in the traffic impact analysis were submitted to the City of Ocoee. A copy of the study methodology is included in Appendix A. Study Area / Area of Influence Based upon the City of Ocoee transportation study methodology the impact area will consist of collector and arterial roadways impacted by daily Project trips that are equal to or greater than 5% of the adopted LOS capacity of the study roadway. Table IL was developed to show the Project impact area based on 5% of the adopted level of service (LOS) service volume threshold. Table i lists the City of Ocoee Concurrency Management roads. This table also lists the number of lanes, the adopted LOS standard, adopted service volume, 5% threshold volume, Project trip distribution based on approved CFRPM model assignment and proposed adjacent streets Project trip distribution, maximum Project trip volume for each roadway segment and a determination of significance. Based on the minimum 5% criteria and Project trip distribution, the following three (3) roadways will be evaluated; Ocoee Apopka Road (CR 535), Palm Drive and Pine Street. To perform the roadway and intersection analysis, traffic counts were collected by Luke Transportation Engineering Consultants, Inc. (LTEC) at the study intersections. LTEC personnel conducted a field survey to obtain geometric and traffic operations data in the area. 11 Pa g e 20-5302 Progress Commerce Park Ocoee TLA x yo In PROGRESS COMMERCE PARK luke OCOEE, FLORIDA transportation engineering L SITE LOCATION consultants 0 w 0 =3 Cn ,.; _... _ t i L m t- � �» 11 81 r t ,r a , f � T Proposed z �a Future FullAccess _ f -- PRO BESS COMMERCE PAR MASTER SITE PLAN FOR PROGRESS COMMERCE PARK, LLC OCORE, FLORIDA, PROGRESS *.,w COMMERCE y RK FLORIDA Industrial Land Use Conceptual Plan 1,0(ATION MAP 47, T22 S. a20 E. Legend: I M S P study T Ee seciior �,", "' SftEBT i OB 2 r C: O m 5' m (n O m W U) Luke Transportation Engineering Consultants TABLE t tatty of vcoee stony rotentrai Nutty impact Area uetermmanon RoadwayName Functional Class # Lanes Adopted (1) g% of Adopted LOS 2025 Project Trips LOS Ca . Trip Distribution zoz5 I Trips % of LOS Sid 5% Si ? From To A.D. Mims Rd Sandy Cove & Worst Rd Clarke Rd Collector 2 E 15,600 780.0 0.5% 12 0.089/ No Clarke Rd Apopka Vineland Rd Collector 2 E i7,7oo 885.0 0.23/. 5 0.030% No Adair St Worst Rd Clarcona Ocoee Rd Collector 2 D 14,8o0 740.0 o.6% 13 0.09% No SR 438 (Silver Star Rd) AD Mims Rd Collector 4 E 39,800 1,990.0 0.7% 17 Mims Rd Ilackney-Prairie Rd Collector 2 E 17,700 885.0 0.7% 17 Hackney -Prairie Rd Clarcona Ocoee Rd Collector 2 E 15,600 780.0 0.1% 2 �O-04.4AD Clarcona Ocoee Rd McCormick Rd Collector 2 E 17,700 885.o 0.1% 2 Old Winter Garden Rd SR50 Collector 4 D 32,400 1 1,620.0 0.1% 1 2 0.01% No SR 50 Maine St Collector 4 D 32,400 1,620.0 0.1% 2 0.01% No Bluford Ave Old Winter Garden Rd SR 50 Collector 2 D 14,800 740.0 2.1% 51 0.34% No SR So Geneva St Minor Arterial 2 D 14,800 740.0 54% 130 0.889/ No Geneva St Orlando Ave Minor Arterial 2 D 14,800 740.0 o.1% 2 0.011/ No Orlando Ave McKey St Minor Arterial 2 D 14,8o0 740.0 1.6% 39 0.26% No McKey St SR 438 (Silver Star Rd) Minor Arterial 2 D 14,800 . 110.4% 10 0.07% No SR 438 (Silver Star Rd) Lakewood Ave Collector z 1 D 114,800 740.0 o.8% 1 19 1 0.13% 1 No Citrus Oaks Ave Old Winter Garden Rd./ SR 50 SR 50 Collector D 12,58o 629.0 0.1% 2 0.02% No f`loeo.- n...,00 VI SR 429 Lakewood Ave Collector 4 E 33,800 1,69o.o 3.0% 72 0.21% No Lakewood Ave Ingram Rd/Lake Meadow Rd Collector 4 E 39,800 1,990.0 10.0% 241 0.61% No Ingram Rd/Lake Meadow Rd Clarke Rd Collector 4 E 39,800 1,99o.o 8.o% 193 0.48% No Clarke Rd Apopka Vineland Rd Collector 4 E 139,800 1,990.0 6.9% 165 0.41% No Clarke Rd SR 50 White Rd Collector 4 D 39,800 1,990.0 1.5% 36 0.09% No White Rd SR 438 (Silver Star Rd) Collector 4 D 39,800 i,99o.o 2.69/ 63 0.16% No SR 438 (Silver Star Rd) A.D. Mims Rd Collector 4 D 39,800 1,990.0 0.7% 17 0.04% No A.D. Mims Rd Hackney -Prairie Rd Collector 2 D 17,7oo 885.0 0.1% 2 0.01% No Hackney -Prairie Rd Clarcona Ocoee Rd Collector 2 D r9,7oo 885.0 0.7% 17 0.101/ No Clarcona Ocoee Rd McCormick Rd Collector z D 17,700 885.0 0.7% 17 0.10% No E Crown Point Rd SR 438 (Silver Star Rd) Palm Dr Collector z E 17,700 885.0 22.3% 538 3.04% No Palm Dr Fullers Goss Rd Collector 2 E 15,600 780.0 22.3% 538 345% No Fullers Cross Rd Ocoee Apopka Rd Collector 2 1 E 15,6o0 1 780.0 22.3% 1 538 1 3.45% No Flewelling Ave Rewis St Ocoee Hills Rd Collector 2 D 14,800 740.0 14-99/- 359 2.43% No Fullers Cross Rd Ocoee Apoplea Rd Lakewood Ave Collector 2 E 15,600 780.0 14.9% 359 z.30% No Geneva St Maguire Rd Bluford Ave Collector 2 D 14,800 740.0 6.09% 145 o.9891 No Good Homes Rd Old Winter Garden Rd SR 408 (East-West Espy) Collector 4 D 39,800 1,990.o 0.1% 2 0.01% No SR 408 (East-West Espy) SR 50 (W Colonial Dr) Collector 4 D 39,800 1,99o.o 0.1% 1 o.0o% No SR 50 (W Colonial Dr) Balboa Dr Collector z D 17,700 885.0 1 0.2% 5 0.03% No Balboa Dr White Rd Collector 2 D 17,700 885.0 0.3% 7 0.04% No White Rd SR 438 (Silver Star Rd) Collector z D 14Boa 74o.o 0.3% 7 0.05% No Hackney -Prairie Rd Clarke Rd Apopka Vineland Rd Collector 2 D 14,800 740.0 0.7% 17 o.n% No Hempel Ave Gotha Rd Old Winter Gallen Rd Collector z D 14,800 740.0 0.7% 17 0.11% No In ram Rd Clarcona Ocoee Rd McCormick Rd Collector 2 D 14,800 740.0 o.6% 14 0.09% No Johio Shores Rd ,SR 438 (Silver Star Rd) A.D. Mims Rd Collector 2 D 14,800 740.0 0.1% 2 0.01% No Kissimmee Ave Maguire Rd McKey St Collector 2 D 14,800 740.0 1.7% 40 0.27% No T aknu-d A- Rewis St Worst Rd Collector 2 C 7,300 365.0 0.8% t9 0.26% No Worst Rd Fullers Cross Rd Collector 2 C 7,300 365.0 1.5% 36 0.49% No Fullers Cross Rd Clarcona Ocoee Rd Collector z C 7,300 365•0 130% 313 4.29% No Maguire Rd Park Ridge Gotha Rd Roberson Rd / Moore Rd Collector 2 D 17,700 885.o 1.6% 1 39 0.22% No Roberson Rd / Moore Rd Tomyn Blvd Collector 2 D 17,700 885.0 3.4% 82 0.46% No Tomyn Blvd Old Winter Garden Rd Collector 4 D 39,800 1,990.0 3.9% 94 0.24% No Old Winter Garden Rd SR 50 (W Colonial Dr) Collector 4 D 32,400 1,620.0 6.6% 159 0.49% No SR 50 (W Colonial Dr) Marshall Farms Rd Minor Arterial 2 D 14,800 740.0 8.5% 205 1.39% No Marshall Farms Rd Story Rd Minor Arterial z D 14Boo 74o.o 1o.6% 256 1.73% No ,Story Rd Kissimmee Ave Collector 2 D 14,800 740.0 175% 422 2.85% No Kissimmee Ave SR 438 (W Franklin St) Collector 2 D 14,800 740.0 17.2% 415 2.809/ No Maine St Maguire Rd Blackwood Ave Collector 4 D 17,700 885.0 2.1% 51 1 0.29% No Marshall Farms Rd SR 50 (W Colonial Dr) Maguire Rd Collector 1 z D 14,800 74o.o 2.1% 51 0.34% No Page 14 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants TABLE t (Continued) City of Ocoee Study Potential Study Impact Area Determination Adopted (t) 1 5"/' of 2025 Pro'ect Tri s Roadway Name Functional to Adopted 'hip 2025 %of 5% Ingram Rd Apopka Vineland Rd Collector 2 1 E 17,700 1 885.0 1.6% 39 1 0,22% No McKe St Kissimmee Ave Bluford Ave Collector 2 E 15,600 780.0 1.5% 36 0.23% No Mont ,d! Ave Blackwood Ave WhiteRd Collector 2 D 14,800 74o.o 0.1% 1 0.011/ No Ocoee Crown Point Pkwy F. Crown Point Rd Stonegate Dr Collector 2 D 14,800 74o.o 04% 10 0.07% No Stonegate Dr Ocoee Apopka Rd Collector 4 D 33,800 r,69o.o 1.21 29 0.09% No Ocoee Hills Rd SR 438 (Silver Star Rd) Flewelling Ave Collector 2 D 14,800 74o.o 0.0% 0 0.00% No Fullers Cross Rd West Rd Collector 2 C 16,8o0 840.0 14.2% 342 2.04% No West Rd McCormick Rd Collector 2 C 16,800 840.0 13.3% 321 1.91% No Old Winter Garden Rd Maguire Rd Bluford Ave Minor Arterial 4 E 33,800 r,69o.o 2.6% 61 0.18% No Bluford Ave Blackwood Ave Minor Arterial 4 E 33,800 1,69o.o 4.5% 108 0.329/ No Blackwood Ave Hempel Ave Minor Arterial 4 E 33,800 r,69o.o 4.1% 99 0.29% No Hempel Ave Citrus Oaks Ave Minor Arterial 4 E 33,800 1,69o.o 33% So 0,24% No Citrus Oaks Ave Good Homes Rd Minor Arterial 4 E 39,800 11990.0 2.9% 70 0.18% No Orlando Ave Bluford Ave Montgomery Ave Collector z ll 14,800 740.0 0.9% 21 0.14% No Lakewood Ave Flewelling Ave Collector 2 D 14,800 1 740.0 1 1.2% 1 29 1 0,20% No Roberson Rd Windermere Rd Maguire Rd Collector 2 F. 17,700 885.0 04% 10 o.o6% No Russell Dr Flewelling Ave Willow Creek Rd Collector 2 D 14,800 740.0 04% 10 0.07% No SR 438 (Plant St/Franklin St) E Crown Point Rd SR 429 Minor Arterial 2 E 15,600 780.o 11.7% 282 1.811/ No SR 429 Ocoee Apopka Rd Minor Arterial 2 E 15,6o0 780.o 233% 562 3.6o% No SR 438 (Silver Star Rd) Ocoee Apopka Rd Bluford Ave Minor Arterial 2 E 15,6o0 780.o 17.8% 429 2.75% No Bluford Ave Ocoee-tlills Rd Minor Arterial 2 E 17,700 885.0 15.7% 379 2.14% No Ocoee -Hills Rd Clarke Rd Minor Arterial 2 E i7,7oo 885.o 135% 325 1.84% No Clarke Rd Johio Shores Rd Minor Arterial 2 E 17,700 885.0 9.3% 224 1.27% No Johio Shores Rd Cmod Homes Rd Minor Arterial 4 E 39,800 1,990.0 &7% 210 0.53% No SR 5o (W Colonial Dr) 9th St SR 429 Principal Arterial 6 D 59,900 2,995.0 0.4% 10 0.021 No SR 429 Marshall Farms Rd Principal Arterial 6 D 59,900 2,995.0 0.4% 10 0.02% No Marshall Farms Rd Maguire Rd Principal Arterial 6 D 59,900 2,995.0 04% 10 0.02% No Maguire Rd Bluford Ave Principal Arterial 6 D 59,900 2,995.0 1.5% 36 o.o6% No Bluford Ave Blackwood Ave Principal Arterial 6 D 59,900 2,995.0 1 4.3% 104 1 0,17% No Blackwood Ave Clarke Rd Principal Arterial 6 D 59,900 2,995.0 4.0% 96 o.16% No Clarke Rd Good Homes Rd Principal Arterial 6 D 59,900 2,995.0 2.6% 63 0.11% No Good Homes Rd Apopka Vineland Rd Principal Arterial 6 j ll 159,900 2,995.0 2.2% 53 0.09% No Sto Rd 9th St Maguire Rd Collector 2 ll 14,800 740.0 0.8% 19 0.13% No Ta for 5t Franklin St McKey St & Kissimmee Ave Collector 2 ll 14,800 740.0 35% 84 0.57% No Tom Blvd Warrior Rd Maguire Rd Collector 2 ll 14,800 740.0 1 05% 12 1 0.08% No West Rd Ocoee Apopka Rd SR 429 Minor Arterial 4 E 133,800 r,69o.o o.89/ 18 0.05% No White Rd Montgomery Ave Clarke Rd Collector 2 D 14,800 740.0 0.91/ 21 0.14% No Clarke Rd Good Homes Rd Collector 2 D 14800 74o.o 1.01% 24 o.r6% No Willow Creek Rd Russell Dr Wurst Rd Minor Arterial 2 D 14,800 74o.o 0.8% 18 0.12% No Windermere Rd McKinnon Rd Roberson Rd Collector 2 E 15,600 780.o 0.5% 12 o.o8% No Roberson Rd Warrior Rd Collector 2 E V5,600 780.0 0.3% 7 0.04% No Wurst Rd Lakewood Ave Adair St Collector 2 D 14,800 740.0 0.59% 12 0.08% No Adair St A.D. Mims Rd Collector 2 D t4.800 74o.o 0.s% 7 0.0a% No Inc., 2021 51 Pa 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 16 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants EXISTING INTERSECTIONS AND TRAFFIC CONDITIONS Existing turning movements were collected at the study intersections on Wednesday, April 28, 2021, and on Tuesday, May 4, 2021 (see Appendix B for the intersection turning movement summaries). Due to the Covid-19 pandemic effect on travel patterns, the seasonal adjusted intersection turning movements were compared with the Orange County 2019 traffic count on Ocoee Apopka Road (CR 437) and found to be 24% to 18% higher than the 2019 A.M. and P.M. peak hour hose count. Therefore, no Covid-19 adjustment factor was applied. Study Roadways Table 2 provides a list of the roadway parameters utilized in the analysis. Included in this table are: functional classification, adopted Level of Service (LOS) standards, roadway service volumes and existing traffic volumes. The 2020 P.M. peak hour traffic volumes for the study roadways were taken from the City of Ocoee CMS worksheet (see Appendix C for Ocoee CMS worksheet). Based upon this analysis using the daily and P.M. peak hour traffic volumes, Ocoee Apopka Road (CR 437) between SR 438 (West Franklin Street) and SR 438 (West Silver Star Road) currently operates over capacity. All the remaining study roadway segments operate at acceptable levels of service. Study Intersections The study intersections were analyzed under existing conditions using the procedures of the Highway Capacity Manual, 6th Edition for signalized and unsignalized intersections. This analysis used existing traffic volumes and existing geometric conditions. Figure 3 shows the existing A.M. and P.M. peak hour intersection turning movement traffic volumes at each of the study intersections. The intersection Lane Group Delay, Lane Group V/C Ratio, and Lane Group LOS, and 95th percentile queue length for the auxiliary turn lanes for each study intersection, are shown Table 4. Analysis sheets are included in Appendix D. All but two of the signalized study intersections currently operate at acceptable levels of service. The intersection of Ocoee Apopka Road and Fullers Cross Road (Intersection *1) and the intersection of Ocoee Apopka Road (CR 437)/Maguire Road and Franklin Street (Intersection *3) currently operates at deficient levels of service during the P.M. peak hour. Three of the unsignalized study intersections will experience minor street delays (Intersection *6, Intersection *8, and Intersection *9). However, the volume to capacity ratio for the deficient approaches at each of these unsignalized intersections is less than 1.o, which indicates a delay issue due to the main street traffic volumes and is not a capacity issue. 71 P 8 9 C' 20-5302 Progress Commerce Park Ocoee TIA 00 yo TABLE 2 Studv Roadway Parameters and Existing Level of Service Roadway Name Functional Class # Lanes Adopted (1) 2020 Traffic Volumes (2) Meets LOS Std? LOS Pk Hr Capacity AADT P.M. Peak Direction P.M. Off -Peak Peak Direction LOS From To Volume LOS Ocoee Apopka Rd (CR 437) SR 438 (W Franklin St) SR 438 (W Silver Star Rd) Collector 2 C 370 14,000 D 663 597 NB D No SR 438 (W Silver Star Rd) Palm Dr Collector 2 C 830 9,681 C 639 329 NB C Yes Palm Dr Progress Commerce Project Ent Collector 2 C 830 9,681 C 639 329 NB C Yes Progress Commerce Project Ent Fullers Cross Rd Collector 2 C 830 9,681 C 639 329 NB C Yes Palm Drive Ocoee -Apopka Rdt Pine St Local 2 C 370 3,070 C 142 134 WB C Yes Pine St I East Crown Point Rd Local 1 2 1 C 1 370 1 3,070 1 C 1 142 1 184 1 WB I C 11 Yes Pine Street []�C -: Project Site Palm Dr Local 2 C 370 28 22 NB C Yes (1) Adopted LOS and Roadway Service Volumes from City of Ocoee and Roadway Service Volumes from City of Ocoee CMS Spreadsheet Updated 1211812020. (2) Traffic Volumes from City of Ocoee CMS Spreadsheet Updated 12/18/2020.. Luke Transportation Engineering Consultants, Inc., 2021 0 (D (D W 0 0 Cn c v 0 rt Luke Transportation Engineering Consultants lec PROGRESS COMMERCE PARK luke OCOEE, FLORIDA transportation engineering L Existing A.M. and P.M. Peak Hour Traffic Volumes Figure 3 consultants 91 Pa g e 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants TABLE 3 Studv Intersections Existing Level of Service Approach / Turn Traffic LnGrp LnGrp LnGrp 95th o . LnGrp LnGrp LnGrp 95th o . Movement Lanes Lane Control Delay V/C LOS %ile Delay V/C LOS %ile Length d Ratio Queue d Ratio Queue t - Ocoee Apopka Road and Fullers Cross Road A.M. Peak Hour P.M. Peak Hour Left > EB Thru 1 30.5 0.72 C 40.5 o.88 D Right < Left > WB Thru 1 24.4 0.41 C 17.4 0.30 B Ri ht < Left > NB Thru 1 9.0 0.25 A 39.7 0.80 D Right < Left > SB Thru 1 15.8 o.68 B 43.6 0.85 D Right < Intersection Summary 18.8 B 38.1 D 2 - Ocoee Apopka Road and Silver Star Road (SR 438) A.M. Peak Hour P.M. Peak Hour Left 1 175 41.6 0.03 D 10 47.2 0.31 D 37 EB Thru 1 26.9 0.13 C 31.2 0.47 C Right < Left 1 205 33.5 0.53 C 157 49.4 0.72 D 189 WB Thru 1 44.4 o.86 D 91.5 1.40 F Right < Left 1 300 18.o 0.01 B 3 15.3 0.01 B 2 NB Thru 1 11.0 o.67 B 10.8 0.90 B Ri ht < Left 1 110 17.6 0.28 B 78 15.4 0.47 B 200 SB Thru 1 21.6 0.57 C 14.0 0.38 B Right < Intersection Summary 24.6 C 32.0 C 3 - Ocoee Apopka Road/Maguire Road and Franklin Street A.M. Peak Hour P.M. Peak Hour Left 1 265 37.9 o.67 D 148 62.5 0.90 E 251 EB Thru 1 50.3 0.87 D 35.4 o.66 D Right < Left 1 300 42.5 0.13 D 25 46.5 0.24 D 30 WB Thru 1 37.8 0.50 D 37.3 o.65 D Right < Left 1 235 22.0 0.20 C 53 39.5 0.55 D 86 NB Thru 1 21.3 0.39 C 33.1 0.71 C Right > Left 1 240 14.2 0.05 B 14 29.1 0.11 C 22 SB Thru 1 14.8 0.77 B 28.7 0.88 C Right < Intersection Summary 29.6 C 38.2 D 4 - Franklin Street (SR 437) and SR 429 Northbound Ramps A.M. Peak Hour P.M. Peak Hour EB Left 1 400 18.o 0.42 B 68 27.8 o.8o C 104 Thru 1 o.8 0.39 A 16.7 0.71 B WB Thru 1 35.1 0.94 D 42.0 0.77 D Right 1 210 9.1 0.14 A 19 26.2 0.20 C 23 NB Left 1 50.0 o.87 D 277 37.3 0.79 D 363 Right 1 275 42.4 0.78 D 57 77.4 1.02 F 72 Intersection Summary 27.0 C 39.0 <, o. D 5 - Plant Street (SR 437) and SR 429 Southbound Ramps A.M. Peak Hour P.M. Peak Hour Left 1 380 32.6 0.74 C 213 45.1 o.86 D 302 EB Thru 1 7.4 0.46 A 7.6 o.61 A WB Thru 1 9.8 o.87 A 57.9 1.01 F Ri ht 1 340 3.5 0.32 A 17 21.6 0.28 C 17 SB Left 1 33.7 0.37 C 1o6 36.5 0.31 D 76 Right 1 580 56.8 o.87 E 61 47.2 0.82 D 55 17 Intersection Summary 18.6 B 34.8� ��•I C 71 Page 110 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants TABLE 3 (Continued) Study Intersections Existing Level of Service Turn Control Lane 95th Control Lane 95th Approach / Traffic Lane Lane Movement Lanes Lane Control Delay V/C LOS mile Delay V/C LOS �11e Length s Ratio Oueue s Ratio Oueue 6 - East Crown Point Road and Crown Park Circle/Palm Drive A.M. Peak Hour P.M. Peak Hour Left 1 225 27.5 0.014 D 0 37.5 0.092 E 8 EB Thru 1 17.5 o.167 C 15 25.5 0.428 D 50 Right < Left > WB Thru 1 26.3 0.468 D 6o 27.3 0.539 D 75 Right < - Left 1 250 Free 8.5 0.034 A 3 8.1 0.023 A 3 NB Thru 1 Flow Right < Left 1 310 Free 7.8 0.052 A 5 8.6 0.051 A 5 SB Thru 1 Flow Right I < 7 - Palm Drive and Pine Street A.M. Peak Hour P.M. Peak Hour EB Left > Free 7.5 0.002 A o 7.6 0.003 A o Thru 1 Flow Thru 1 Free WB Right < Flow SB ®' 9.9 0.019 A 3 10.2 0.020 B 3 RLeht < 8 - Ocoee Apopka Road and Palm Drive/Driveway A.M. Peak Hour P.M. Peak Hour Left > EB Thru 1 m' 18.4 0.386 C 45 29.2 o.652 B 113 Right < Left > WB Thru 1 "`' 13.1 0.012 B 0 43.6 0.105 E 8 Right < — Left 1 110 Free 8.7 0.136 A 13 8.7 o.162 A 15 NB Thru 1 Flow Right < Left > Free SB Thru 1 Flow 0.0 0.000 A 0 0.0 0.000 A 0 Right < 9 - Franklin Street (SR 437) and Bowness Avenue A.M. Peak Hour P.M. Peak Hour EB Left > Free 8'4 0•049 A 5 9.6 0•234 A 23 Thru 1 Flow Thru 1 Free WB Right < Flow Left > SB 0 17.2 0.485 C 65 37.9 o.699 E 125 Right < Luke Transportation Engineering Consultants, Inc., 2021 111 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Programmed/Planned Roadway Improvements The SR 429 and SR 438 (Plant Street/Franklin Street) ramp intersections are programmed to be reconstructed with added through lanes and turn lanes. SR 438 (Franklin Street) between SR 429 and Ocoee Apopka Road (CR 437) is planned for widening and realignment. The intersection of Ocoee Apopka Road and Fullers Cross Road has a future planned improvement to add auxiliary turn lanes on each approach. Page 112 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants As noted above, the proposed development will consist of an industrial subdivision with eight (8) buildings totaling 485,813 square feet. To determine the traffic impact of this development with the proposed access plan, an analysis of its trip generation characteristics was made. This included the determination of the trips to be generated by the proposed development and the distribution/assignment of these trips to the adjacent study intersections. Trip Generation The trip generation was calculated utilizing the loth Edition ITE Trip Generation Report data as summarized in Table 4. Utilizing the ITE trip generation rates, the proposed land use plan will generate a total of 3,474 daily vehicle trip ends, 223 A.M. peak hour two-way vehicle trip ends and 322 P.M. peak hour two-way vehicle trip ends. TABLE 4 Estimated Trip Generation (i) Land Use Size ITE Code (2) Trip Generation Rates Traffic Volumes Daily A.M. Peak Hour Total Enter Exit P.M. Peak Hour Total Enter Exit A.M. Peak Hour P.M. Peak Hour Daily Total Enter Exit Total Enter Exit Industrial 10o 27,786 SF 110 / R 4.96 0.70 o.62 o.o8 o.63 0.08 0.55 138 19 17 2 17 2 15 Industrial 200 27,786 SF 110 / R 4.96 0.70 o.62 o.o8 o.63 o.o8 0.55 138 19 17 2 17 2 15 Industrial 300 27,786 SF 110 / R 4.96 0.70 o.62 o.o8 o.63 0.08 0.55 138 19 17 2 17 2 15 Industrial 400 49,956 SF no / R 4.96 0.70 o.62 o.o8 o.63 o.o8 0.55 1 248 1 35 31 4 31 4 27 Industrial 500 49,956 SF 110 / R 4.96 0.70 0jo,o80.63 0.08 0.55 248 35 31 4 31 4 27 Industrial boo 131,156 SF 110 / R 4.96 0.70 oo.63 o.o8 0.55 651 92 81 11 83 11 72 Industrial 700 95,100 SF 110 / R 4.96 0.70 oo.63 o.o8 0.55 472 67 59 8 6o 8 52 Industrial 8o0 76,287 SF 110 / R 4.96 0.70 0o.63 o.o8 0.55 378 53 1 47 1 6 48 6 42 Total 485,813 SF I Total 2,411 339 1 300 1 39 304 39 265 (1) Trip generation calculations from loth Edition of ITE Tip Generation Report, 2017. (2) ITE Land Use Code Number /R=Average Trip Rate Luke Transportation Engineering Consultants, Inc., 2o2i Trip Distribution To assign the trips estimated to be generated by the development to the study roadways and study intersections, Project trip distribution was based upon the 2025 CFRPM model assignment and a review of existing travel patterns. The Project trip distribution is shown in Figure 4. See Appendix E for the 2025 CFRPM model plot. 131 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants In PROGRESS COMMERCE PARK luke OCOEE, FLORIDA transportation engineering L consultants Proposed Project Trip Distribution Figure 4 Page 114 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants PROJECTED TRAFFIC TRANSPORTATION ASSESSMENT Projected 2025 traffic conditions at the study roadways and study intersections were accomplished by combining project traffic with projected background traffic. Background traffic was developed utilizing the maximum of three (3) different procedures; existing traffic plus Ocoee vested trips or a 2% annual growth rate or an FDOT Trends annual growth rate (see Appendix F for the trends worksheet). The Background traffic calculation for 2025 is presented in Table 5. TABLE 5 2025 Background Traffic Calculation Roadway Name Existing Daily Ocoee Vested Trips (1) Existing Plus Vested (2) 2% Annual Background Growth (3) FDOT Trends Growth (4) 2025 Background Trips (5) Annual Growth Rate (6) From To Ocoee Apopka Rd (CR 437) SR 438 (W Franklin St) SR 438 (W Silver Star Rd) 14,000 378 14,378 15,68o 15,267 15,68o 2.0% SR 438 (W Silver Star Rd) Palm Dr 9,681 1,031 10,712 1o,843 11,500 11,500 3.1% Palm Dr Progress Commerce Project Ent 9,681 1,031 10,712 10,843 11,500 11,500 3.1% Progress Commerce Project Ent Fullers Cross Rd 9,681 1,031 10,712 1o,843 11,500 11,500 3.1% Palm Drive oee-Apopka Rdt Pine St 3,070 0 3,070 3,438 0 3,438 2.0% ne St A East Crown Point Rd 3,070 0 3,070 3,438 0 3,438 2.0% Pine Street Project Site Palm Dr 1 500 1 0 1 500 56o o 56o 2.0% 1. City of Ocoee CMS Spreadsheet Updated 12/18/2020.. 2. Existing Daily plus Vested Daily 3. 2o25 Background based on Minimum 2% annual growth rate (2025-2019 = 6 x 0.02 =12%) x Existing Daily. 4. FDOT Trends 2o25 Growth Projection based on 5 years of Historical traffic. 5. Background based on Maximum Existing + Vested, 2% Annual Growth or FDOT Trend Projection. 6.2o25 Background checked to ensure minimum 2% annual growth from 2019 to 2025. Luke Transportation Engineering Consultants, Inc., 2021 Study Roadways Table 6 provides an analysis of projected daily and P.M. peak hour traffic conditions for the study roadway segments. Included in Table 6 are the new Project trips estimated to utilize each impacted roadway segment along with total traffic for each segment. Based upon this analysis using the projected daily and P.M. peak hour traffic volumes, the study roadway segments continue to operate similar to existing conditions. Ocoee Apopka Road (CR 437) between SR 438 (West Franklin Street) and SR 438 (West Silver Star Road) continues to operate over capacity. All the remaining study roadway segments operate at acceptable levels of service. Intersection Analysis Projected traffic volumes for the study intersections are provided in Figure 5 for the A.M. peak hour and Figure 6 for the P.M. peak hour. The procedures of the Highway Capacity Manual, 6th Edition for the signalized and unsignalized intersections were used for determining the future operating conditions. Printouts of the intersection analyses may be found in Appendix G. The projected intersection LOS and delay, for each study intersection, are shown in Table 7. 151Page 20-5302 Progress Commerce Park Ocoee TIA On I yo TABLE 6 Proiected 202. Level of Service Roadway Name # Lanes Adopted (i) Project Trip Distribution Daily Traffic Volumes P.M. Pk Hr Pk Dir Traffic Meets LOS Std? LOS Cap. Back Trips Project Trips Total Trips LOS Back Traffic Peak Direction Project Trips ITotal ITrips LOS From To Ocoee Apopka Rd (CR 437) SR 438 (W Franklin St) SR 438 (W Silver Star Rd) 2 C 370 44.3% 15,68o 1,o68 16,748 F 742 NB 117 859 F No SR 438 (W Silver Star Rd) Palm Dr 2 C 830 62.7% 11,500 1,512 13,012 C 544 NB 166 710 C Yes Palm Dr Progress Commerce Project Ent 2 C 830 47.3% 11,500 1,140 12,640 C 544 NB 125 669 C Yes Progress Commerce Project Ent Fullers Cross Rd 2 C 830 27.7% 11,500 668 12,168 C 602 NB 73 675 C Yes Palm Drive Ocoee -Apopka Rdt Pine St 2 C 370 16.o% 3,438 386 3,824 C 163 WB 42 205 C Yes Pine St East Crown Point Rd 2 C 370 9.0% ,438 217 3,655 C 163 WB 24 187 C Yes Pine Street r56 Project Site Palm Dr 2 C 370 25.0% 0 1 603 J 1,163 I C It 31 NB 1 66 1 97 C Yes (1) Adopted LOS and Roadway Service Volumes from City of Ocoee and Roadway Service Volumes from City of Ocoee CMS Spreadsheet Updated 12/18/2020.. Luke Transportation Engineering Consultants, Inc., 2021 0 (D (D W Luke Transportation Engineering Consultants lec PROGRESS COMMERCE PARK lake OCOEE, FLORIDA transportation engineering L jd ProecteA.M. PakHour Traf Figure 5 consultants fic Volumes 171 P 8 9 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants lec PROGRESS COMMERCE PARK luke OCOEE, FLORIDA transportation engineeringL Figure 6 consultants Projected P.M. Peak Hour Traffic Volumes Page 118 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants TABLE 7 Proiected 2o2-q Studv Intersections Level of Service Approach / Turn Traffic LnGrp LnGrp LnGrp 95th o LnGrp LnGrp LnGrp 95th o . Movement Lanes Lane Control Delay V/C LOS ode Delay V/C LOS /o11e Length d RatioQueue d Ratio ueue i - Ocoee Apopka Road and Fullers Cross Road A.M. Peak Hour P.M. Peak Hour Left > EB Thru 1 38.1 o.81 C 95.6 1.10 F Fight < Left > WB Thru 1 22.9 0.49 C 15.4 0.35 B Right < Left > NB Thru 1 14.0 0.33 A 104.7 1.11 F Right < Left > SB Thru 1 37.6 0.93 B 92.5 1.07 F Right < Intersection Summary 31.2 C 86.6 "" F 2 - Ocoee Apopka Road and Silver Star Road (SR438) A.M. Peak Hour P.M. Peak Hour Left 1 175 43.3 o.o6 D 13 47.6 0.35 D 42 EB Thru 1 24.5 0.13 C 32.0 0.52 C Right < Left 1 205 31.0 0.51 C 176 64.3 0.84 E 221 WB Thru 1 57.4 0.93 E 127.0 1.15 F Right < Left 1 300 22.6 0.02 C 2 17.0 0.01 B 2 NB Thru 1 12.8 0.84 B 33.2 1.04 F Right < Left 1 110 26.8 0.46 C 81 73.2 o.98 E 272 SB Thru 1 21.4 o.62 C 16.4 0.54 B Right < Intersection Summ 28.o C 52.6 D 3 - Ocoee Apopka Road/Maguire Road and Franklin Street A.M. Peak Hour P.M. Peak Hour Left 1 265 59.5 0.90 E 234 112.3 1.11 F 320 EB Thru 1 50.5 0.87 D 42.5 o.8o D Right < Left 1 300 42.4 0.14 D 26 39.2 0.13 D 29 WB Thru 1 37.6 0.55 D 52.2 0.85 D Right < Left 1 235 29.9 0.28 C 59 78.5 0.93 E 176 NB Thru 1 24.2 0.51 C 35.7 0.78 D Right > Left 1 240 17.6 0.07 B 12 32.8 0.15 C 25 SB Thru 1 22.6 o.88 C 6o.9 1.00 F Right < Intersection Summary 36.3 D 59.7 E 4 - Franklin Street (SR 437) and SR 429 Northbound Ramps A.M. Peak Hour P.M. Peak Hour EB Left 2 495 37.3 0.37 D 145 53.6 o.8o D 153 Thru 2 17.5 0.25 B 21.4 0.33 C WB Thru 1 32.7 0.95 C 54.6 0.91 D Right 1 400 7.0 0.15 A 27 26.9 0.23 C 11 SB Left 2 600 30.1 0.38 C 114 27.9 0.51 C 170 Right 1 68.4 0.95 E 89 68.9 0.98 E 146 Intersection Summary 33.4 C 42.2 D 5 - Plant Street (SR 437) and SR 429 Southbound Ramps A.M. Peak Hour P.M. Peak Hour EB Left 2 350 41.4 0.82 D 161 42.9 0.83 D 170 Thru 2 3.9 0.26 A 3.4 0.33 A WB Thru 2 25.6 0.42 C 25.8 0.47 C Right 1 350 23.4 0.30 C 6 21.9 0.27 C 7 SB Left 1 630 40.2 o.6o D 119 41.1 0.48 D 81 Right 2 630 41.7 0.75 D 34 43.3 0.70 D 31 Intersection Summary 24.6 C 22.5 C 191 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants TABLE 7 (Continued) Proiected 2025 Study Intersections Level of Service Turn Control Lane 95th Control Lane 95th Approach / Traffic Lane Lane Lanes Lane Delay V/C %de Delay V/C %ile Movement Control LOS LOS Len h s RatioQueue s Ratio Queue 6 - East Crown Point Road and Crown Park Circle/Palm Drive A.M. Peak Hour P.M. Peak Hour Left 1 225 35.3 0.019 E 3 49.6 0.133 E 10 EB Thru 1 `' 21.0 0.218 C 20 34.2 0.542 D 75 Right < Left > WB Thru 1 " 41.4 o.640 E 100 96.2 o.967 F 215 Right < Left 1 250 Free 8.7 0.039 A 3 8.2 0.026 A 3 NB Thru 1 Flow Right < Left 1 310 8.0 o.o64 A 5 8.8 o.o6o A 5 Free SB Thru 1 Flow Right < 7 - Palm Drive and Pine Street A.M. Peak Hour P.M. Peak Hour EB Left > Free 7.8 0.025 A 3 7.7 0.007 A o Thru 1 Flow Thru 1 Free WB Right < Flow SB Left > ' 10.7 0.041 B 3 11.5 0.141 B 13 Right < -0 8 - Ocoee Apopka Road and Palm Drive/Driveway A.M. Peak Hour P.M. Peak Hour Left > EB Thru 1 lot 34.5 o.619 D 95 129.0 1.124 F 340 Right < Left > WB Thru 1 "°' 24.3 0.039 C 3 108.8 0.278 F 23 Right < Left 1 110 Free 9•3 0.205 A 20 9.6 0.212 A 20 NB Thru 1 Flow Right < Left > Free SB Thru 1 Flow 8.4 0.005 A o 9.0 0.004 A o Right < 9 - Franklin Street (SR 437) and Bowness Avenue A.M. Peak Hour P.M. Peak Hour Left > Free EB Thru 2 Flow 8.6 0.057 A 5 10.4 0.28o B 28 Thru 1 Free WB Right < Flow SB Le ° 19.1 0.543 C 80 57.7 o.842 F 180 Right < io - Ocoee Apopka Road and Project Entrance A.M. Peak Hour P.M. Peak Hour EB Le "" 13.6 0.042 B 3 15.6 0.287 C 30 Right < NB Left 1 175 Free 8.7 o.o88 A 8 8.2 0.010 A o Thru 1 Flow Thru 1 Free SB Right 1 150 1 Flow ii - Ocoee Apopka Road and Right-in/Right-out Entrance A.M. Peak Hour P.M. Peak Hour Left > EB Right < ".m 14.5 0.049 B 5 26.7 0.457 D 58 NB Left 1 175 Free 8.8 o.o61 A 5 8.1 0.007 A o Thru 1 Flow Thru 1 Free SB Right 1 150 1 Flow Luke Transportation Engineering Consultants, Inc., 2021 Page 120 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Based on the projected traffic volumes all the signalized study intersections on Ocoee Apopka Road (CR 437) are projected to operate at a deficient level of service due to both Background and Total traffic volumes. When the planned intersection improvements for the intersection of Ocoee Apopka Road (CR 437) and Fullers Cross Road (Intersection *1) are constructed, the intersection will operate at an acceptable level of service. Likewise, when the planned widening and realignment of SR 438 (Franklin Street) is constructed, the other two signalized study intersections (Intersection *2 and Intersection *3) will operate at an acceptable level of service. Based on the projected traffic volumes the existing three (3) unsignalized study intersections (Intersection *6, Intersection *8, and Intersection *9) with deficient minor street movements will continue to experience minor street delays. Two of the study intersection (Intersection *6 and Intersection #9) volume to capacity ratios for the deficient approaches at each of these unsignalized intersections is less than 1.o, which indicates a delay issue due to the main street traffic volumes and is not a capacity issue. However, adding an eastbound right -turn lane at the intersection of Ocoee Apopka Road (CR 437) and Palm Drive will improve the volume to capacity ratio to less than 1.o. Based on the projected traffic volumes the Project Entrance South (Intersection #1o) on Ocoee Apopka Road (CR 437) is projected to operate at an acceptable level of service. The Project Entrance North on Ocoee Apopka Road (CR 437) is projected to operate with a deficient minor street movement of LOS D. However, the volume to capacity ratio for the deficient approach is less than 1.o, which indicates a delay issue due to the main street traffic volumes and is not a capacity issue. Proportionate Share Calculation The existing adverse roadway segments and existing intersections determined to be impacted by the proposed Project trips have also been determined to be "backlogged," see Table 2 and Table 3. Based on adopted HB 7207, the Proportionate Share Formula calculations exclude roadway and intersection deficiencies that are considered deficient or backlogged. Backlogged/deficient facilities are defined as any roadway/intersection determined to be transportation deficient without the project traffic under review. Consequently, the costs of correcting that deficiency are to be removed from the project's proportionate -share calculation and the necessary transportation improvements to correct that deficiency must be considered to be in place for purposes of the proportionate -share calculation. Thus, the improvement necessary to correct the transportation deficiency is the funding responsibility of the entity that has maintenance responsibility for the facility. The development's proportionate share must be calculated only for the needed transportation improvements that are greater than the identified deficiency (§163.3180(5)(h) 3.c.II.B., F.S.). 211 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Per the above, only the Ocoee Apopka Road (CR 437) and Silver Star Road (SR 438) was identified to be adverse due to future (Background plus Project) volumes. To calculate the proportionate fair share calculation for the Progress Commerce Park development, the increase in intersection capacity with improvements needed to maintain the adopted level of service was used. The proportionate share formula calculation for the Progress Commerce Park development for the intersection improvements is based on following formula: Mµ of (AM & PM) Project trips _ [(Mµ of (AM & PM New Lane Grp Cap) — Mµ of (AM & PM Exist Lane Grp Cap)] = % Fair Share Utilizing the above proportionate share formula, the Project trip proportionate share calculation for the proposed improvements based on the projected traffic (see Appendix H for the Synchro worksheets) is as follows: ((219+189) -2) _ (1(5,225+4,827) =21 - 1(3,832+3,602) =21) = 15.58% Fair Share Project Access Auxiliary Turn Lanes As documented in the FDOT Driveway Information Guide, 20o8 exclusive right turn lanes are useful where a combination of high roadway speeds and high right turn volumes into a driveway are expected. However, the FDOT Standard Index has no specific guidance on warrants for right turn lanes into unsignalized driveways. Rather they have developed a set of guidelines to assist in the decision -making process. Per Exhibit 44 (see Appendix I), for roadways with a posted speed of 45 mph, the range of right turns that would meet the recommendation for a right turn lane is 8o to 125. The lower threshold of 8o right turning vehicles per hour would be most used for higher volumes roadways (greater than boo vehicles per hour, per lane in one direction on the major roadway). The Project Entrance (Intersection *11) projected southbound right -turn traffic volumes range from 50 to 7 (A.M./P.M.). An evaluation was also conducted using the procedures documented in the NCHRP Report 457: Evaluating Intersection Improvements and the projected traffic counts utilized in this analysis to evaluate the need for an auxiliary right -turn lane at the unsignalized Ocoee Apopka Road (CR 437) and Project Entrance (Intersection #11). The results of this analysis indicate that based on the projected traffic volumes, an auxiliary southbound right -turn would meet the recommendation to add a right turn bay at the Project Entrance (Intersection #11) on Ocoee Apopka Road (CR 535)• See Appendix I for the auxiliary turn lane Figure 2-6. Guideline for determining the need for a major - road right -turn bay at a two-way stop controlled -intersection analyses worksheet. Therefore, based on the results of the above analysis, an auxiliary southbound right -turn lane is recommended at Project Entrance North (Intersection #11) on Ocoee Apopka Road (CR 535)• The recommended Project Entrances auxiliary turn lanes are shown in Figure 6 and Figure 7 as dashed red arrows. Page 122 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants An evaluation was conducted to determine if projected traffic volumes at the Project Entrance North (Intersection #11) on Ocoee Apopka Road (CR 437) would meet the minimum requirements for an auxiliary northbound left -turn lane. Procedures documented in the NCHRP Report 457: Evaluating Intersection Improvements and the projected traffic counts utilized in this analysis were used to evaluate the need for an auxiliary Northbound left -turn lane. Based on the results of the above analysis, an auxiliary northbound left -turn lane is recommended at Project Entrance North (Intersection #11) on Ocoee Apopka Road (CR 535). An evaluation was also conducted to determine if projected traffic volumes at the full access Project driveways (Intersection #10 and Intersection #11) on Ocoee Apopka Road (CR 437) would meet the minimum requirements for an auxiliary minor street eastbound left -turn lane. Again, procedures documented in the NCHRP Report 457. Evaluating Intersection Improvements and the projected traffic counts utilized in this analysis were used to evaluate the need for an auxiliary minor street eastbound left -turn lane. The results of this analysis indicate that based on the projected traffic volumes, an auxiliary eastbound left -turn lane is not recommended for either Project entrance on Ocoee Apopka Road (CR 535). See Appendix I for the all the auxiliary turn lane analysis worksheets. 231 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 124 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants STUDY CONCLUSIONS This study was undertaken for a traffic analysis for the proposed Progress Commerce Park development plan which is located on the west side Ocoee Apopka Road (CR 437). Build - out is projected to be 2025. • The proposed land use will consist of an industrial subdivision with eight buildings with a total square footage Of 485,813-square feet. • The proposed access plan will have three (3) access connections. Two full access connections on Ocoee Apopka Road (CR 437), Project Entrance South (Intersection * lo) and Project Entrance North (Intersection * 11). The third access connection will be a full access connection onto Pine Street which will be limited to employee access only (no heavy vehicle access will be allowed). • The trips to be generated by the development were estimated to be 2,411 External daily trip ends, 339 External A.M. peak hour trip ends and 304 External P.M. peak hour trip ends. • Based upon this analysis, all but one of the existing study roadway segments currently operate at acceptable levels of service. The deficient roadway segment is Ocoee Apopka Road (CR 437) between SR 438 (Franklin Street) and SR 438 (Silver Star Road). • Based upon this analysis, all but two (2) of the existing signalized study intersections currently operate at acceptable levels of service. The two deficient signalized study intersections are as follows: o Ocoee Apopka Road (CR 437) and Fullers Cross Road (Intersection #1) o Ocoee Apopka Road (CR 437)/Maguire Road and Franklin Street (SR 438) (Intersection #2) • Based upon this analysis, three of the unsignalized study intersections will experience minor street delays (Intersection #6, Intersection #8, and Intersection #9). However, the volume to capacity ratio for the deficient approaches at each of these unsignalized intersections is less than 1.o, which indicates a delay issue due to the main street traffic volumes and is not a capacity issue. • At build -out of the proposed plan all but one of the study roadway segments are projected to operate at an acceptable level of service. The deficient roadway segment continues to be Ocoee Apopka Road (CR 437) between SR 438 (Franklin Street) and SR 438 (Silver Star Road). • At build -out of the proposed plan all but three (3) of the study intersections are projected to operate at acceptable levels of service. The two existing adverse intersections (Intersection #1 and Intersection #3) and the intersection of Ocoee Apopka Road (CR 437) and Silver Star Road (SR 438) (Intersection #2). • A calculated Progress Commerce Park proportionate fair share percentage for improvements for the adverse intersection (Intersection #2) 15-58%. 251 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants • The proposed Project Entrance North (Intersection #11) on Ocoee Apopka Road (CR 437) with projected traffic volumes meets the NCHRP Report 457 threshold volume guidelines for an auxiliary southbound right -turn lane. • The proposed Project Entrance North (Intersection #11) on Ocoee Apopka Road (CR 437) with projected traffic volumes meets the NCHRP Report 457 threshold volume guidelines for an auxiliary northbound left -turn lane. • Per the NCHRP Report 457 threshold volume guidelines for determining minor - road approach geometry at the Project entrances (Intersection #10 and Intersection #11) on Ocoee Apopka Road (CR 535) do not meet the recommendations for a separate eastbound left -turn lane. • The proposed Project entrance's access driveways on Ocoee Apopka Road (CR 437) and on Pine Street should be designed to City of Ocoee and MOT design standards. Page 126 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants APPENDIX 271 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 128 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Appendix A — Study Methodology 291 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 130 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants TO: Michael Rummer, MPA MRumerLdLocoee.org James Taylor, P.E. James.Taylor((z),kimlev-horti,coni FROM: Joseph T. Roviaro DATE: May 14, 2021 RE: Traffic Tmpact Analysis Methodology: Progress Commerce Park, Ocoee, Florida (LTEC NQ 20-5301) The following is the proposed traffic impact analysis methodology for the Progress Commerce Park development plan, on Ocoee Apopka Road (CR 437) in Ocoee. The Progress Commerce Park development plan will consist of a industrial development on the west side of Ocoee Apopka Road (CR 437). The site location showing the development parcel and the surrounding transportation area is shown in Figure 1. i. Proposed Development The proposed Progress Commerce Park site will be developed within a +39.965- acre parcel. The proposed development plan will consist Of 477,710 square feet of industrial space in six buildings. Figure 2 shows the conceptual site plan. 2. Site Access Ile primary access for the Progress Commerce Park site will be via three (3) access connections, a full access connection onto Ocoee Apopka Road (CR 437), a right- in/right-out onto Ocoee Apopka Road (CR 437) and a full access connection onto Pine Street. 3. Trip Generation The trip generation was calculated utilizing the ioth Edition, ITE Trip Generation Report data as summarized in Table t. The trip generation at build -out for this development is estimated to be 2,369 average weekday vehicle trip ends. Of this total, 334 vehicle trip ends will occur during the A.M. peak hour with 294 trips entering and 40 trips exiting the development and 301 vehicle, trip ends will occur during the P.M. peak hour with 39 trips entering and 262 trips exiting the development. Page I or 10 311 P 8 9 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Luke Transportation Engineering Consultant > 4. Trip Distribution/Assignment Project trip distributions and assignment of projected Project trips will be based on a 2025 Cost Fusible CFRPM 6.1 Long Range Transportation Model assignment and the observed turning movement patterns at the adjacent roadways. A plot of the model Project trip distribution is shown in Figure 3. The proposed Project trip distribution is presented in Figure 4. S. Study Roadways and Study intersection Based upon the City's transportation study methodology; the impact area will consist of collector and arterial roadways impacted by daily Project trips that are equal to or greater than 5 of the adopted level of service (LOS) capacity of the study roadway. Table 2 was developed to show the Project impact area based on 5 of the adopted LOS daily service volume threshold. Table 2 lists the City of Ocoee Coricurrency Management roads. This table also lists the number oflanes,: the adapted LOS standard, adopted service Volume, S threshold volume, Project trip distribution based on the above CFRPM Vh.t model assignment and proposed adjacent struts Project trip distribution, maximum Project trip volume for each roadway segment and a determination of significance. Based on the minimum 5% criteria threshold and the proposed Project trip distribution, three (3) roadways will be evaluated in the transportation analysis. The list of study roadways will be as follows; • Ocoee Apopka Road (CR 437) - Between SR 438 (vest franklin Street) and Fullers Cross Road • Palm. Drive - Ocoee Apopka Road (CR 437) and East Crown Point Road • Pine Street - Between Pahn Drive and the Project Entrance The list of proposed study intersections is as follows: • Ocoee Apopka Road (CR 437) and Fullers Crass Road • Ocoee Apopka Road (CR 437) and Palm Drive • Ocoee Apopka Road (CR 437) and Silver Staff Road (SR 438) ■ Ocoee Apopka'Road (CR 437) and Franklin Street (SR 438)/Maguire Road • Frankin ,Street (SR 4 8) and SR 429 Northbound Ramps Franklin Street (SR 4 8) and SR 429'Southbound Ramps Palm Drive and Pine Street Palm Drive and East Crown Point Road + project Entrances 6. 'Trip Distribution/Assignment • Perform a single phase (2025) assessment for the project. • Background traffic volumes will be calculated three (3) different ways; existing daily traffic plus Ocoee vested trips, a; 2 annual growth rate or the historic trend annual percentage based on five years of historical traffic counts. As documented in Fable S, the minimum annual growth rate for any roadway segment will be at least %. • Combine Project traffic with Background traffic to obtain total traffic flows. play o 4, - a Page 2 of 10 Page 132 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants 0 . • Project traffic assignment on the study roadway segments for both the daily' and the P.M. peak hour. • Project traffic assignment for the study intersections for the .M. and. P.M. peak hour. • An auxiliary turn lane analysis will be performed for the Project Entrances. • Perform A.M. and P.M. peak hour intersection traffic analysis utilizing the -HCM 61h Edition operational analysis procedures for signalized and unsignalized study intersections. + Perform traffic analysis utilizing City service volumes (or capacities) for roadways. + Identify mitigation strategies that would provide acceptable level of service. • Provide proportionate share calculations for identified strategies if currently unfunded, 7. Traffic Report A traffic report will be prepared summarizing the study procedures analyses and recommendations per the City traffic impact analysis procedures. Three signed and sealed copies of the completed traffic study will be submitted to the City. Please contact our office if you have any questions or comments. Page 3 of tO 33 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants ... ........ =I I *5 Page 4 of 10 Page 134 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants Y *fit F Ito ' hAr LZ f wYG' w x i i { - s d' v®p tid Sd ^ 1E R 1 a a P51tt #;.Y of EhMT, U cc -.... fx °� mcc "a #� 5 d j� lit, it prrrti���; Will h i 4�� e� � � �d S lit v� gad @ grC �Sg, g s i w 8 pa s '��r "iTI N"i 'Ni mi d wa w i F I 1g d'�g AK#tE n r�� F sS1 A WaF 9��nk.4@�N11,55"�I���ry�gA{p�q6�N5�Sps&gA���{$�a°ilgry. IRM 1,11""N'TIN d1iM WpRH411111 e�g 9, dMnaffikR�k �"w ;sx r . 2�- 3flY V �:,� #w Park 1dA uCluxJuPt U Mazy Y4, 2[a23 Page 5 of 10 a "i4': t 35 1 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants 10-53- ll,,q,- C R, rk TIA 4. Page 6 of 10 Page 136 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants PROGRESS COMMERCE PARK !I- OcoEE, FLoRiDA Plvposed Prqject Trip Distributhm Figure 4 r5s tip C ..... . .... . P-k'I7AM,,IhAAwq W-014--WI Page 7 of 10 37 1 P 8 9 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants TART.r. e 2es rylNe Pn4Y t e a x nfkF Y�uA d L^I AdtYl3rAlr lcw}t/ M1YPa� 2.¢, ae -. Page 8 of 10 z I� Page 138 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants rare Ad.? Iad (} '}F of sA P 4,YeIDY Tm�}g Jinndw:u�wumt� j 1 iinrtnl i i — .5tln{IteB 1 'p a5 F 9�af r'y a Tcnm, _ Tet _ _ GSabs I.xY m*N LtJF( _C'a IA39 IiL tflYauP4ssm TsH N' L41194kY SiAP �.ry r t t�(dea Y she n nN , n� Page 9 or 10 1 39 1 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants �ARIV.�t Page 10 of 10 Page 140 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Appendix B — Existing Intersection Turning Movements 411 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 142 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Summary of Vehicle Movements Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants, 1012 43 1 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Summary of Vehicle Movements Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants, 1011 Page 144 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Summary of Vehicle Movements Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants, 1011 45 1 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Summary of Vehicle Movements Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants, 1011 Page 146 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Summary of Vehicle Movements Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants, 1011 471a 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Summary of Vehicle Movements Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants, 1011 Page 148 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Summary of Vehicle Movements Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants, 1011 49 1 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Summary of Vehicle Movements Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants, 1011 Page 150 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Summary of Vehicle Movements Luke Transportation Engineering Consultants Luke Transportation Engineering Consultants, 1011 511 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 152 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Appendix C — Ocoee CMS Worksheets 53 1 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 154 20-5302 Progress Commerce Park Ocoee TIA yo CITY OF OC€7EE-CONCURRENOY MANAGEMENT SPREADSHEET UPDATED 1211B}2{120 ,. epy Gns d w-, Rd ❑ark¢ittl Car.w4 Ra Y.italarP 0- OcvaB _ € - E 2 z:- 25 4D IW66 __.. _._ ]1ri13 15506 i Ell £22@ '... 93S 3 a133 _. 8,22E L 'a 046 C?s &'}b.' 2E9. 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' ... �Fi8qi4f ¢LG �. 43T WmSa wRaarSaraU 18RV9.RAeIeattl+ 'hau Ad e C4[l4rraaanrn C 3'a 9 PP6+ dE 35a I 9Q•9H@das SR (Ocaoa APaPlra RtlY sF5Le4 Wh-efvssa'asRrtGdti CC v6:UA0 n3 ;"0eA 5:d64.... 9a6 Rtl 4 ]533 1-11 i35 C2 5T T&9 C ,. d, O m " ` -CITY r~.~~=-_~~`__~'MANAGEMENT SPREADSHEET _.~~~' UPDATED '__^_ � � ~� 0 w Luke Transportation Engineering Consultants Appendix D — Existing Synchro Worksheets 57 1 P 8 9 ^ 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 158 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Queues AM Existing 1: Ocoee Apopka Rd & Fullers Cross Rd 0611812021 A 95th percentile volume exceeds capacity, queue maybe longer, Queue shown is maximum after two cycles; AM Peak Hour 7:00 am 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 1 59 1 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Surnmary AM Existing Ocoee Apopka Rd & Fullers Cross Rd 0611812021 6th Ls B AM Peak Hour 7:00 am 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 2 Page I 6o 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues AM Existing 2: Ocoee Apopka Rd & Silver Star Rd 0611712021 m Votume for 95th parcentilt queue Is metered by upstream signal. AM Peak Hour 7:00 am 06/14/2021 Exishg 2021 Synchro 10 Report JTR Page 3 611 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary AM Existing 2: Ocoee Apopka Rd & Silver star Rd. 0611712021 61h AM Peak Hour 7:00 am 06/14/2021 Exisbng 2021 Synchro 10Report JTR Page 4 Page 162 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants m Volume for 95th parcemile queue Is metered by upstream signal, AM Peak Hour 7:00 am 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 5 63 1 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary AM Existing 3: Maguire Rd/Ocoee Apopka Rd & Franklin St 0611712021 HCM 6th AM Peak Hour 7:00 am 06/14/2021 Exishng 2021 Synchro 10 Report JTR Page 6 Page 164 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues AM Existing 4: SIR 429 NB Off Ramp & Plant St/Franklin St 0611712021 Queue shown is maximum after two cycles; m Volume fur 95th percentile queue is metered by upstream signals AM Peak Hour 7:00 am 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 7 651 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary AM Existing 4: SIR 429 NB Off Ramp & Plant St/Franklin St 0611712021 AM Peak Hour 7:00 am 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 8 Page 166 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues AM Existing 5 . a PI nt St & SR 429 SB Off Ramp 0611712021 AM Peak Hour 7:00 am 06/14/2021 Exising 2021 Synchro 10 Report JTR Page 9 671 P a g e 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary AM Existing 5: Plant St & SIR 429 SIB Off Ramp 06/1712021 --0 -*-- 4, HCM 6th Ctrl Delay 18,6 HCM 6th LOS B AM Peak Hour 7:00 am 06/14/2021 Existng 2021 Synchro 10 Report JTR Page 10 Page 168 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC AM Existing 6. E Crown Pt Rd & Crown Park Cirfflalrn Dr 0611712021 Int Delay, stveh 5.6 Flow A4 978 930 496 950 929 212 503 0 0 220 0 0 01 638 638 284 284 - - - e 2 340 292 666 645 AM Peak Hour 7:00 am 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 11 69 1 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC AM Existing 7: Palm Dr & Pine St 06/1712021 ant Delay, SIveh 0.5 Cdcal Hdwv Stq 1 5.42 HCM Lane VIC Ratio 0.002 - 0,019 HCM Control Delay (a) 75 0 9.9 HCM Lane LOS A A A HCIVI 95th %file Q(veh) 0 O'l AM Peak Hour 7:00 am 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 12 Page 170 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC AM Existing 8: Owee Apopka Rd & Palm Dr/Driveway 0611712021 ...... ........ N I nt Delay, siveh 4.2 Conflicting Flow All 1060 1057 434 1126 1061 311 438 0 0 311 0 0 Stage 1 442 442 - 615 615 - - - Stage 2 618 615 . 511 446 Critical Hdwy 7.12 6,52 6.22 7.12 6.1 622 4.12 412 Critical Hdwy Stg 1 6.12 5.52 6.12 5.7 Critical Hdwy Stg 2 6.12 5,52 6.12 53 - - Follow-up Hdwv 3.518 4.018 3.318 3.518 4.18 3.318 2.218 2.218 AM Peak Hour 7:00 am 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 13 711 P 8 9 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC AM Existing 9: Franklin St & Bowness Ave 06/1712021 Int Delay, Siveh &6 Conflictinq Flow All 438 0 0 1225 437 HCM 95th %file 0(veh) U . 2A AM Peak Hour 7:00 am 06/14/2021 Exisfing 2021 Synchro 10 Report JTR Page 14 Page 172 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues Existing PM I Ocoee Apopka Rd & Fullers Cross Rd 06/1812021 ME maximum after two cycle& PM Peak Hour 5:00 pm 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 1 73 1 P 8 9 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Surnmary Existing PM Ocoee Apopka Rd & Fullers Cross Rd 0611812021 PM Peak Hour 5:00 pm 06/14/2021 Exishg 2021 Synchro 10 Report JTR Page 2 Page 174 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues Existing PM 2 Ocoee Apopka Rd & Silver star Rd 0611712021 --* —I. f' PM Peak Hour 5:00 pm 06/14/2021 Existing 2021 synchro lib Report JTRPage 3' 75 1 P 8 9 ^ 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary Existing PKM 2Ocoee Apopka Rd & Silver Star Rd 06117120 2 -1 tt HCM 6th Ctrl Delay 32A HCM 6th LOS G PM Peak Hour 5:00 pm 06/14/2021 Exisfing 2021 Synchro 10 Repon JTR Page 4 Page 176 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues Existing PM 3: Maguire Rd/Ocoee Apopka Rd & Franklin St 0611712021 PM Peak Hour 5:00 pm 06/14/2021 Existing 2021 JTR Synchro 10 Report Page 5 20-5302 Progress Commerce Park Ocoee TLA 77 1 P 8 9 Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary Existing PM 3: Maguire Rd/Ocoee Apopka Rd & Franklin St 0611712021 PM Peak Hour 5:00 pm 06/14/2021 Exishg 2021 Synchro 10 Report JTR Page 6 Page 178 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants PM Peak Hour 5:00 pm 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 7 79 1 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary Existing PM 4: SIR 429 NB Off Ramp /SR 429 NB On Ramp & Plant St/Frankfin St 0611712021 PM Peak Hour 5:00 pm 06/14/2021 Existing 2021 Synchro, 10 Report JTR Page 8 Page I 8o 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues Existing PM 5. Plant St & SR 429 SB • Ramp 0611712021 PM Peak Hour 5:00 pm 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 9 811 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary Existing IFIM 5: Plant St & SIR 429 SIB Off Ramp 0611712021 --0 -*-- 4, \P. .0/ HCM 6th Ctd Delay 34,8 HCM 6th LOS G PM Peak Hour 5:00 pm 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 10 Page 182 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC Existing PM 6: E Crown Pt Rd & Crown Park Cirfflalm Dr 0611712021 fin Int Delay, stveh 7.3 Flow All 1094 1035 366 1078 1022 486 374 0 0 507 0 0 a 1 474 474 - 540 540 - - - a 2 620 561 . 538 482 HCM 95th %fife Q(veh) 01 - - 0.3 2 3 02 PM Peak Hour 5:00 prn 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 11 83 1 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC Existing PM 7: Palm Dr & Pine St 06/1712021 ant Delay, SIveh 0A ICM Lane VIC Ratio 0.003 0.02 I Control Delay (s) 7.6 0 102 I Lane LOS A A B HCM 95th %file Q(vah) 0 - - O'l PM Peak Hour 5:00 pm 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 12 Page 184 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants j: MiMMI; I nflicting Flow All 1378 1381 376 1490 1391 617 392 0 0 623 0 0 Stage 1 380 380 - 995 995 - - - - - - Staqe 2 998 1001 . 495 396 Critical Hdwy 712 6.52 6.22 7.12 61 622 412 412 Critical Hdwy Stg 1 6.12 5.52 6.12 5.7 Critical Hdwy Stg 2 6.12 5,52 612 5.7 - Follow-up Hdwv 3.518 4.018 3.318 3.518 4.18 3.318 2.218 2218 HCM 95th %tile Q(veh) i 0,6 45 OJ 0 PM Peak Hour 5:00 pm 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 13 851 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC Existing PM 9: Franklin St & Bowness Ave 06/1712021 Int Delay, siveh 5.8 MYMtFlow 237 889 535 14 12 218 HCM Lane VIC Ratio 0;234 0699 HCM Control Delay (s) 9.6 0 37,9 HCM Lane LOS A A E HCM 95th %tile Q(veh) 0.9 5 PM Peak Hour 5:00 pm 06/14/2021 Existing 2021 Synchro 10 Report JTR Page 14 Page 186 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Appendix E - Model Plot 871 P a 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 188 20-5302 Progress Commerce Park Ocoee TIA yo 34 1 34 00 luke L imsDortation r engmeer.;,g L CCASLItanis OcoEE, FLORIDA CFRPM V6.1 2025 Model R-un 0 :3 m 5' CD CD M. Z3 0 m cn C: =3 cn Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page I go 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Appendix F — FDOT Trends Worksheet 911 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 192 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants x 6 C7� •, ci rim �w ro 01 � Iff-Id O N a 93 1 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 194 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Appendix G — Projected Synchro Worksheets 95 1 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 196 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Queues AM 2025 1: Ocoee Apopka Rd & Fullers Gross Rd 0611712021 Queue shown is maximum after AM Peak Hour 7:00 am 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 1 97 1 P a g e 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary AM 2025 1: Ocoee Apopka Rd & Fullers Cross Rd 0611712021 6th LOS AM Peak Hour 7:00 any 06114/2021 Build -out 2025 Synchro 10 Report JTR Page 2 Page 198 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues AM 2025 2: Ocoee Apopka Rd & Silver Star Rd 0611712021 AM Peak Hour 7:00 are 06114/2021 Build -out 2025 Synchro 10 Report JTR Page 3 99 1 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary AM 2625 2: Ocoee Apopka Rd & Silver star Rd. 0611712021 HCM 6th Gtri Delay 26.0 HCM 6th LOS C AM Peak Hour 7:00 am 06114/2021 Build -out 2025 Synchra 10 Report JTR Page 4 Page I loo 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Queues AM 2025 3: Maguire Rd/Ocoee Apopka Rd & Franklin St 0611712021 AM Peak Hour 7:00 are 06114/2021 Build -out 2025 Synchro 10 Report JTR Page 5 1011 P a g 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary AM 2025 3: Maguire Rd/Ocoee Apopka Rd & Franklin St 0611712021 HCM 6th AM Peak Hour 7:00 am 06114/2021 Build -out 2025 Synchro, 10 Report JTR Page 6 Page 1102 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues AM 2025 4'. Plant St/Frankfin St & SIR 429 NB Off Ramp 06/1712021 AM Peak Hour 7:00 am 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 1 103 1 P 8 9 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary AM 2025 4: Plant St/Franklin St & SR 429 NB Off Ramp 06/1712021 HCM 6th Ctrl Delay 334 HCM 6th LOS G AM Peak Hour 7:00 am 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 2 Page 1104 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues AM 2025 5 . a PI nt St & SR 429 SB • Ramp 06/1712021 m Volume for 95th percentile queue Is metered by upstream signal. AM Peak Hour 7:00 am 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 9 105 1 P 8 9 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary AM 2025 5: Plant St & SIR 429 SIB Off Ramp 06/1712021 _# -*-- 4, HCM 6th Gtrl Delay 20 HCM 6th LOS C AM Peak Hour 7:00 am 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 10 Page I 1o6 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC AM 2025 6. E Crown Pt Rd & Crown Park Qrfflalm Dr 0611712021 Int Delay, stveh 7.7 Conflicting Flow All 1107 1067 556 1077 1054 246 564 0 0 267 0 0 Stage 1 722 722 - 324 324 - - - - - - Stage 2 385 345 . 753 730 - C6cal Hdwy Z. 18 6,58 628 7.12 6V 6.22 412 4.12 Critical Hdwv St.Q 1 6.18 5.58 . 6.12 5.52 - 2.218 - 2.218 HCM 95th %tile Q(veh) 01 01 U 4 02 - - AM Peak Hour 7:00 am 06/14/2021 Build -out 2025 Synchro 10 Repoft JTR Page 11 107 1 P 8 9 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC AM 2025 7: Palm Dr & Pine St 0611712021 ant Delay, SIveh 1.3 Lane 121 141 56 1 Critical Hdwy Stg 1 5.42 Crifical Hdwy Stg 2 5,42 - Follow-up Hdwv 2.218 3.518 3318 HCM Lane VIC Ratio 0.025 0,041 HCM Control Delay (9) TO 0 10.7 HCM Lane LOS A A B HCIVI 95th %file Q(veh) 0,11 - 0A AM Peak Hour 7:00 am 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 12 Page I 1o8 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC AM 2025 8: Owee Apopka Rd & Palm Dr/Driveway 0611712021 I nt Delay, siveh 6.1 mulcting Flow All 1441 1438 506 1516 1443 490 511 0 0 490 0 0 Stage 1 516 516 922 922 - - - - Staqe 2 925 922 594 521 Critical Hdwy Stg 1 6.12 5.52 6.12 5.7 Critical Hdwy Stg 2 6.12 5.52 6.12 5.7 - - Follow-up Hdwv 3.518 4.018 3.318 3.518 4.18 3.318 2.218 2.218 HCM Lane VIC Ratio 0205 0,619 0 039 0,005 HCM Control Delay (s) 0.3 34,6 24.3 8.4 0 HCM Lane LOS A D C A A HCM 95th %tile Q(veh) U 3.8 01 0 AM Peak Hour 7:00 am 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 13 log I Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants FILM 6th TWSC AM 2025 9: Franklin St & Bowness Ave 0611712021 11111111= Conflictinq Flow All 481 0 0 1005 480 HCM Lane V/C Rabe 0.057 0543 HCM Control Delay (a) 8,6 0,4 19,1 HCM Lane LOS A A C HCM 95th %file Q(weft) 0,2 32 AM Peak Hour 7:00 am 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 14 Page I 110 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC AM 2025 Improvement M Ocoee Apopka Rd & Project Ent South 06;21;2021 Int Delay, s1veh 1- C66cal Hdwy Sig 2 5.42 - - Follow-up Hdwy 3.518 3.318 2.218 HCM Lane V/C Ratio U88 0,042 HCM Control Delay (a) 8,7 13.6 HCM Lane LOS A 8 HCM 95th %file Q(veh) O's O'l AM Peak Hour 7:00 am 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 1 ill I Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC AM 2025 Improvement 11! Ocoee Apopka Rd & Project Ent North 06;21;2021 Int Delay, s1veh U Lane 8 3.318 2.218 rn.mi Lane wmatu VIVO I UIV4U HCM Control Delay 1a 8.8 10 HCM Lane LOS A 3 HCM 951h %tile Q(veh) 02 0,2 AM Peak Hour 7:00 am 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 1 Page 1112 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues PM 2025 1 Ocoee Apopka Rd & Fullers Cross Rd 06/1712021 IN Queue shown is maximum after two cycles, PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 1 113 1 P 8 9 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Signalized Intersection Surnmary PM 2025 i ! Ocoee Apopka Rd & Fullers Cross Rd 0611712021 0 PM Peak Hour 5:00 pm 06/14/2021 Build-out2025 Synchro 10 Report JTR Page 2 Page 1 114 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Queues PM 2025 2: Ocoee Apopka Rd & Silver Star Rd 0611712021 PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 3 115 1 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary PM 2025 2. Ocoee Apopka Rd & Silver Star Rd 0611712021 HCM 6th LOS D PM Peak Hour 5:00 am 06/14/2021 Build -out 2025 Synchro, 10 Report JTR Page 4 Page 1116 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues PM 2025 3: Maguire Rd/Ocoee Apopka Rd & Franklin St 0611712021 ME PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 Synchro, 10 Report JTR Page 5 1171 P 8 9 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants FICIVI 6th Signalized Intersection Summary PM 2025 3: Maguire Rd/Ocoee Apopka Rd & Franklin St 0611712021 M ­191jon PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 6 Page 1118 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues PM 2025 4'. Plant St/Franklin St & SIR 429 NB Off Ramp 0611712021 PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 1 119 1 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary PM 2025 4: Plant St/Franklin St & SR 429 NB Off Ramp 0611712021 PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 JTR Synchro 10 Report Page 2 Page 1120 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Queues PM 2025 5 . a PI nt St & SR 429 SB Off Ramp 0611712021 m Volume for 95th percentile queue is metered by upstream signal. PM Peak Hour 5:00 prn 06/14/2021 Build -out 2025 JTR Synchro 10 Report Page 9 20-5302 Progress Commerce Park Ocoee TLA 1211 P age Luke Transportation Engineering Consultants HCM Eith Signalized Intersection Summary PM 2025 5: Plant St & SIR 429 SIB Off Ramp 0611712021 _# -*-- 4, PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 10 Page 1122 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC PM 2025 6: E Crown Pt Rd & Crown Park Cirfflalm Dr 0611712021 Int Delay, stveh 19 Conflicting Flow All 1212 1150 411 1196 1135 535 420 0 0 559 0 0 Stage 1 533 533 593 593 - - - - Stage 2 679 617 603 542 Cdcal Hdwy 7,18 6.68 08 7.12 6.52 6.22 4.12 4,12 Critical Hdwy Stg 1 6.18 5.58 6.12 5.52 - Crifical Hdwy Stg 2 6J8 5.58 6J2 6,52 - - Follow-up Hdwy 3.572 4.072 3.372 3.518 4.018 3.318 2.218 2.218 HCM 95th %file Q(veh) 01 - 0.4 3 8.6 02 - PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 Synchro 10 Repoft JTR Page 11 123 1 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC PM 2025 7: Palm Dr & Pine St 0611712021 ant Delay, sIveh 2 Lane Configurations Traffic Vol, veh/h 8 205 163 15 48 30 Future Vol, vehIh 8 205 163 15 48 30 Critical Hdwy Stg 1 5.42 Cdfical Hdwy Stg 2 142 Follow-up Hdwv 2.218 3.518 3.318 HCM Lane VIC Ratio 0.007 0,141 HCM Control Delay (s) T7 0 11b HCM Lane LOS A A B HCM 95th %file Q(veh) 0 0,5 PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 12 Page 1124 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC PM 2025 8: Owee Apopka Rd & Palm Dr/Driveway 0611712021 Int Delay, sIveh 25.1 Mrs � Lane Confiqurations Future Vol, vehIh 31 2 269 5 1 6 194 624 12 3 496 34 Conficting Reds, #Ihr 0 0 0 0 0 a 0 0i 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RTChannelized None None None None Storage Length 110 Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 20 2 2 2 2 2 2 2 MYmt Flow 34 2 292 5 1 7 211 678ii 13 3 539 37 HCM LOS F F PM Peak Hour 50 prn 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 13 1251 Page 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC PM 2025 9: Franklin St & Bowness Ave 0611712021 ME= Heavy Vehicles, % 4 4 6 5 2 2 My Flow 257 969 641 15 13 240 HCM Lane VIC Ralb 0,28 0,842 HCM Control Delay (a) 10A 2A 57.7 HCM Lane LOS 6 A F HCM 95th %tile Q(veh) 1.1i 7,2 PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 14 Page 1126 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC PM 2025 M Ocoee Apopka Rd & Pr9ject Ent South 06/21;2021 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 54 83 11 708 421 4 Conflicting Flow All 1151 421 425 0 - 0 Stage 1 421 - - - Staoe 2 730 Lane VIC Ratb 0.01 0287 Control Delay (a) 8.2 10 Lane LOS A C PM Peak Hour 5:00 prn 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 1 127 1 P 8 9 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants HCM 6th TWSC PM 2025 11! Ocoee Apopka Rd & for9ject Ent North 06;21;2021 PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 1 Page 1128 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Appendix H — Proportionate Share Synchro io Worksheets 129 1 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 1 130 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants ACM 6th Signalized Intersection Summary AM 2025 Improvement 2: Ocoee Apopka Rd & Silver Star Rd 0612212021 AID Beak Hour 7:00 am 06114/2021 Build -out 2025 Synchro 10 Report JTR Page 1 1311 P 8 9 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants HCM 6th Signalized Intersection Summary PM 2025 Improvement 2: Ocoee Apopka Rd & Silver Star Rd 0611812021 HCM 0 Ctrl Delay AS HCM 6th LOS C PM Peak Hour 5:00 pm 06/14/2021 Build -out 2025 Synchro 10 Report JTR Page 1 Page 1132 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Appendix I — Auxiliary Turn Lane Worksheets 133 1 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants This Page Intentionally Left Blank Page 1 134 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants 7.2 WHEN SHOULD BUILD U Exhibit 44 Roadway Pasted Number of Recommended Guidelines speed Limit Right Turns Per Hour for Exclusive Right Tura 45 mph or less 8 }-125 (see note 1) Lames to Unsignalized* Driveway Over 4,5 mph 35-55 (see note 2) *May not be appropriate for signalized locations where signal' phasing plays an important rule in determining the need for right turn lanes. t. The lower threshold of 8d right turn vehicles per hour would be most used for higher volume (greater than, boo vehicles per hour; per lame in one direction on the major roadway) or two -Zane roads where lateral movement is restricted. The 125 right turn vehicles per horn upper threshold would be most appropriate can lower volume roadways, multilane highways, or driveways with a large, entry radius (50 feet or greater). 2. The lower threshold of 35 right turn vehicles per hour would be most appropriately used on higher volume two - large roadways where lateral movement is restricted. The 55 right turn vehicles per hour upper threshold would be r most appropriate on lower volume roadways, multilane highways, or driveways with large entry radius (So feet or greater). Note: A pasted speed limit of 45 mph may be used with these thresholds if the operating speeds are known' to be over 45 mph during the time of pear right turn demand: Note on Traffic projections: Projecting turning volumes is, at best, a knowledgeable estimate. beep this in mind especially if the projections of right turns are close to meeting the guidelines,: In that ease, consider requiring' the turn lane, 09126/08; 56 ' Driveway arformation Guide 135 1 Page 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Ocoee Apopka Road (CR 437) and Project Entrance (Intersection *11) Southbound Right -Turn Analysis AM Peak Hour Figure 2 - 6. Guideline for determining the need for a major -road right -turn bay at a two-way stop -controlled intersection. INPUT Roadway geometry: 2-lane roadway ',.. Variable Value Major -road speed, mph: Major -road volume (one direction), veh/h:,7 ; Right -turn volume, veh/h: s H; ni iTPI rr Variable Value Limiting right -turn volume, veh/h: 41 Guidance for determining the need for a major -road right -turn bay for a 2-lane roadway: Add right -turn bay. Ocoee Apopka Road (CR 437) and Project Entrance (Intersection *11) Northbound Left -Turn Analysis AM Peak Hour Figure 2 - 5. Guideline for determining the need for a major -road left -turn bay at a two-way stop -controlled intersection. 2-lane roadway (English) INPUT Variable 85'h percentile speed, mph: Percent of left -turns in advancing volume (VA), % : Advancing volume (VA), veh/h: Opposing volume (Vo), veh/h: hi JTPI rf Variable Value Limiting advancing volume (VA), veh/h: 244 Guidance for determining the need for a major -road left -turn bay: Left -turn treatment warranted. CALIBRATION CONSTANTS Variable Value Average time for making left -turn, s: mom= Critical headway, s Average time for left -turn vehicle to clear the advancing lane, s: L 800 t 700 0 600 d 500 3 400 0 > 300 0 c 200 0 a 100 a O 0 I treatment 0 100 200 300 400 500 600 700 Advancing Volume (VA), veh/h Page 1 136 20-5302 Progress Commerce Park Ocoee TIA Luke Transportation Engineering Consultants Ocoee Apopka Road (CR 437) and Project Entrance (Intersection *11) Eastbound Minor -Road Approach Geometry Analysis PM Peak Hour Figure 2 - 4. Guideline for determining minor -road approach geometry at two-way stop -controlled intersections. INPUT Variable Value Major -road volume (total of both directions), veh/h: Percentage of right -turns on minor road, %: Minor -road volume (one direction), veh/h: OUTPUT Variable Value Limiting minor -road volume (one direction), veh/h: 144 Guidance for determining minor -road approach geometry: ONE approach lane is o.k. CALIBRATION CONSTANTS Minor Road Critical gap, s: Follow-up gap, s: Right-acity, veh/h: _ -L L.ft_t.turnap rn an, through capacity, veh/h: * according to Table 17 - 5 of the HCM Ocoee Apopka Road (CR 437) and Project Entrance (Intersection *1o) Eastbound Minor -Road Approach Geometry Analysis PM Peak Hour Figure 2 - 4. Guideline for determining minor -road approach geometry at two-way stop -controlled intersections. INPUT Variable Value Major -road volume (total of both directions), veh/h: Percentage of right -turns on minor road, %: Minor -road volume one direction), veh/h: OUTPUT Variable Value Limiting minor -road volume (one direction), veh/h: 215 Guidance for determining minor -road approach geometry: ONE approach lane is o.k. CALIBRATION CONSTANTS Minor Road Critical gap, s: I Follow-up gap, s: veh/h: W.-SMIUM Left -turn and through capacity, veh/h: III MAXIM * according to Table 17 - 5 of the HCM 137 1 P 8 9 ' 20-5302 Progress Commerce Park Ocoee TLA Luke Transportation Engineering Consultants Page 1 138 20-5302 Progress Commerce Park Ocoee TIA } 1 f. ..G ti.... t ... .{ © COPYRIGHT BY SMILEY & ASSOCIATES, INC. BEGIN WIDENI NEW L LANE STORM PER ORANGE COUNTY STANDARDS B 290' R/W R/W 17.5' OPEN 7.5' OPEN 35.0' DEDICAIED RIGHT OF WAY 35.0' DEDICATED RIGHT OF WAY 12 0' MULTI -USE TRAIL 12.0' MULTI -USE TRAIL 12.0' OPEN EXIST. R/W LINE 2.0' 11.0' TRAVEL LANE /-- TYPE F CURB 0"—STORM SECTION A- A SCALE: 1 "=5' 12. 0' OPEN EXIST. R/W LINE 2.0' I LID' TRAVEL LANE TYPE F i CURB (:::�_ STORM SECTION B-B SCALE: 1 "=5' rSL_.. SL_ 51.0" EXISTING RIGHT OF WAY 1110' TURN I LANE 51.0' EXISTING RIGHT OF WAY 1110' TURNILANE OCOEE APOPKA RD PLAN VIEW SCALE: 1 "=30' SL. SL, 11.0' TRAVEL LANE 11_0' TRAVEL LANE 2.0 7.5' OPEN TYPE F CURB --\ EX. WATER MAIN 2, 0 7.5' OPEN TYPE F CURB —� /10 EX_ WATER MAIN PROGRESS COMMERCE PARK DRIVE J24.0' 12' WIDE MULII-USE TRAIL o STORM PER O 292°49'24"W 736,23' SRAN A COUNTY TANDARDS STM -�- _ R/W R/W 12 WIDE MULTI USE TRAIL W —I W (n U E Z E LOCATION • S7, T22 S, R28 E Im Cn 2 = 3°56'52 c 35.0' 8=1884a86' DEDICATED R/W '=129.87' z — — S17V) STM f --------- STM -- -- -- 51 0' OCOEE—APOPKA RD RIGHT OF WAY END RD a.. a.. .. — CONSTRUCTION 400 TRANSITION OCOEE APOPKA RD PLAN VIEW SCALE: 1 "=30' EX. SWALE • SMILEY & ASSOCIATES INC. � 1928 COMMERCE LANE, SUITE 2, JUPITER, FLORIDA 33458 561-596-0562 • msmiley©smiley-associates.com www.smiley-associates.com EB # 8613 IDRT PROGRESS COMMERCE PARK FOR PROGRESS COMMERCE PARK LLC OCOEE, FLORIDA OCOEE APOPKA RD PRELIMINARY LAYOUT E X. B SKEET TYPE DRT SHEET 1 OF i DSG MS REV. DESCRIPTION APRV DATE CHK MS REVISION NOTES JOB # 20-007 CADDWG PCP DIGITAL SEAL DATE 6 7 21 ; - i 1 14 b& � 1-0 L I IN."'Iff" UKKINJI'LIN 17A W go] 1011 -11 V 01TIM, =)XII Prepared for: McCraney Property Company 7 101 Presidents Drive, Suite 105 Orlando, FL 32809 Prepared by: Modica & Associates 302 Mohawk Road Clen-nont, FL 34715 EWRONMENTAL PLANNING 1) E S I GN, &- PFRMITTING PHONE 352.394,2000 FAX 352,394A159 M0DicAA,.,'�f'ASS0aATFSx OCOEE APOPKA LAND ASSEMBLAGE ORANGE COUNTY, FLORIDA 1.0 INTRODUCTION -----------------------------------1 2.0 PROJECT SITE CONDITIONS .................................................................................... 2 2] 8oUa-----------------------------------------. 2 2-2 Vegetative Communities ------------------------------..3 2.3 Protected Species nfWildlife ..................................................................................... 4 3.0 REGULATORY AGENCY PERMITTING ---------------------4 3.1 U.S. Army Corps of Engineers ---------------------------..4 3-2 St. Johns River Water Management District .............................................................. 5 3.3 City oFOcoee ............................................................................................................. 5 4.0 PROTECTED SPECIES (}FWILDLIFE .................................................................. 7 4] Gopher Tortoise ...................................................................................................... 7 4.2 Eastern Indigo Snake .............................................................................................. 7 4.3 American Bald Eagle .............................................................................................. 8 4.4 Wood Stork ............................................................................................................. 8 4.5 Sand Skink .............................................................................................................. 9 5.0 SUMMARY ................................................................................................................... 0 5.0 OTHER ENVIRONMENTAL CONCERNS --------------------..|0 6.0 REFERENCES ------------------------------------1l LIST OF FIGURES Figure I Location Map Figure 2 Aerial Map Figure 3 Soil Map Figure Land Use Man Figure Bald Eagle Nest Map Figure 6 Approximate Wetland Lines LIST OF EXHIBITS Exhibit Google Borth Imagery —\99O Exhibit lJSE9S[PaC Exhibit C Wood Stork Core Foraging Areas Map 9 Land Assemblage ("Property") generally located west of Ocoee Apopka Road and south of N Fullers Cross Road in Ocoee, unincorporated Orange County, Florida (Figures I & Property is comprised of four parcels identified by the Orange County Property Appraiser with Parcel Identification Numbers: 07-22-28-0000-00-024 (1.47± acres), 07-22-28-0000-00-066 (0.54± acre), 07-22-28-0000-096 (13.01± acres), and 07-22-28-0000-00-026 (24.95± acres). Note that while the two parcels owned by Lawrence Levin are included on the maps, the likelihood of acquiring these parcels remains uncertain and therefore Modica & Associates did not enter these properties. Information regarding these two parcels are included for informational purposes only. The site review for the Ecological Due Diligence was completed on November 5 and 18, 2020. m7mo •- • . , 9'.*' 07f r .7-, Y, Company intends to annex the property into the City of Ocoee. This report outlines the City's Land Development Codes (LDC's) relative to the ecological resources on the Property. If the Property remains in unincorporated Orange County, the regulations will be different. The intent of the due diligence assessment was to identify and delineate wetlands, evaluate potential listed species that could occur within the Property, and to identify other ecological constraints that could affect development and/or cost of acquisition of the Property. Potential listed species and/or constraints were determined through review of publicly available documents, including: • Current and historical Google Earth Imagery; • U.S. Department of Agriculture Soil Survey of Orange County Florida.; • Florida Natural Areas Inventory — Species Occurrence Tracking List, Orange County; • Florida's Endangered and Threatened Species; December 2018, Florida Fish and Wildlife Conservation Commission (FWC); • USFWS Information for Planning and Consultation (IPaC) (https://ecos.fws.gov/ipac/'); and • FWC, Eagle Nest Locator (bttpse//www.arc gis.com/ p s/webar)r)vi ewer/index.htm1?i d=2 5 3 6041182 7943 19 84e 8 bc3ebflcc8e91. In addition to the above, a review was made of the Florida's Water Permitting Portal (httL).//flwaterperniits.coiii/agws I 0/f erp I /) to deten-nine if there are any permits or pending application documents that exist for the Property. Lei 0 The Ocoee Apopka Land Assemblage was field reviewed by Modica & Associates on November 5 and 18, 2020. The following infonnation summarizes the data collected during the in -office review and site inspections. According to the Soil Survey of Orange County, Florida, prepared by the U.S. Department of Agriculture, National Resource Conservation Service, the Property is underlain by five (5) soil types (Figure 3). The following presents a brief description of the soil type mapped within the Property; these descriptions are excerpts from tilk Soil Survey. Felda fine sand, frequently flooded (#15) is a nearly level, poorly drained s found on the floodplain of the Econlockhatchee River and other minor stream This soil is flooded for very long periods following prolonged, intense rain Typically, the surface layer of this soil type consists of very dark gray fine sa about 3 inches thick. In most years, the seasonal high water table for this s type is within 10 inches of the surface for 2 to 6 months. Permeability of th soil type is rapid the surface and subsurface layers and in the substratum, and moderate in the subsoil. M'8MTT' M11) 77717M.1111 MITI - If= 0 1 1�1 a 9 HUM 11., flatwoods. The surface layer of this soil type generally consists of black fine sand about 5 inches thick. In most years the seasonal high water table for this soil type is within 10 inches of the surface for I to 3 months, It recedes to a depth of 10 to 40 inches for more than 6 months. Penueability of this soil type is rapid in the surface and subsurface layers and in the substratum. It is moderate in the subsoil. Smyrna fine sand (#44) is a nearly level, poorly drained soil found on broad flatwoods. The surface layer of this soil type generally consists of black fine sand about 4 inches thick. The seasonal, high water table for this soil type is within 10 inches of the surface for I to 4 months. It recedes to a depth of 10 to 40 inches for more than 6 months. Permeability of this soil type is rapid in the surface and subsurface IWLers and in the substratum, It is moderate to moderately rapid in the subsoil. Wabasso fine sand (#51) is a nearly level, poorly drained soil found on bro flatwoods. The surface layer of this soil type generally consists of black fi sand about 3 inches thick. The seasonal high water table for this soil type within 10 inches of the surface for I to 5 months. It recedes to a depth of mo than 40 inches during extended dry periods. Penneability of this soil type rapid in the surface and subsurface layers and in the substratum. It is modera in the sandy part of the subsoil and slow or very slow in the loamy pa Zolfo fine sand (#54) is a nearly level, somewhat poorly drained soil found broad, slightly higher positions adjacent to the flatwoods. The surface layer this soil type generally consists of dark grayish brown fine sand about 5 inch thick. The seasonal high water table for this soil type is at a depth of 24 to 4 inches for 2 to 6 months. It is at a depth of 10 to 24 inches during periods heavy rain. It recedes to a depth of about 60 inches during extended dry perioc Permeabilit _1 of this soil 11 e is rayvid in the surface and subsurface la-, rs and mo4erate in the subsoil. 2.2 Vegetative Communities The Property five (5) land use cover types as described in the Florida Land Use, Cover and Forms Classification System (FDOT, January 1999) (Figure 4). Modica & Associates delineated the jurisdictional wetland lines (Figure 6). Residential (I 10) The two parcels owned by Lawrence Levin include an existing single-family residence with associated secondary structures and a maintained yard. Agriculture (200) The eastern portion of the project site consists of an active blueberry fan-n. This area was historically in citrus production (Exhibit A). The field roads between notatuin) and are mowed and maintained on a regular basis. Upland Hardwood Forest (420) The western portion of the Property consists of an upland forest vegetated with live oak (Quercus virginiana), laurel oak (Quercus laurifolia), camphor (Cinnamomum camphora), and earpod tree (Enterolobium cyclocarpum). The shrub and groundcover consists of saw palmetto (Serenoa repens), dog fennel (Eupatorium cqpill�folium) and various herbaceous forbs and grasses. This area was also historically comprised of a citrus grove (Exhibit A). Ditch (5 10) There is an open water canal that traverses the property in a north to south direction. This ditch was constructed prior to 1990 and appears to be periodically maintained. The spoil banks of the ditch are heavily vegetated with guinea grass (Megathyrsus maximus), blackberry (Rubus sp.) and cogon grass (Imperata cylindrica). Vegetation present in the dick includes a cattails (Typha latifolia), primrose willow (Ludwigia peruviana), torpedo grass (Panicum repens) and other wetland vegetation. Wetland Forested Mixed (630) There is a forested wetland along the western limits of the ditch. This wetland contains a mixed canopy of swamp bay (Magnolia virginiana), dahoon holly (Hex cassine), camphor • ( water • # layer consists of s and r ♦' The groundcover containscinnamon -• (Urena lobata), blackberry, saw palmetto. Dense thickets of are • air potato grapevine, greenbrier• • bitter melon 2.3 Protected Species of Wildlife listedusing the property are as protected by the U.S. Fish and Wildlife Servi or t t of • observed Propertythe • Mammals Nine -banded armadillo (Dasypus novemcinctus) Birds Mourning dove (Zenaida macroura) Northern cardinal (Cardinalis cardinalis) Northern mockingbird (Mimes polyglottos) No protected species of wildlife were documented within the Property during the November 5 and 18, 2020 site inspections. wetlandsRegulatory agencies with environmental Jurisdiction over development, and jurisdiction over . • surface waterson Property• • • • • • ♦- 3.1 U.S. Army Corps of Engineers The ACOE administers regulatory authority over any impacts to Waters of the United States •TUS"). The new Navigable Waters• ♦ s (NWPR) was enacted are to be considered federally jurisdictional.- of ♦rical aerial photography Lake Apopka. It appears that this hydrologic connection still exists in current condition. Accordingly,federally . • .' WIN NO a crossing, and impacts to the on -site wetland will likely require authorization from the ACOE/FDEP. Because the program to be implemented by FDEP is new, the permitting timeframe is not known. It is estimated that permitting may take at least 9 months to complete. The SJRWMD administers regulatory authority for proposed developments through the Environmental Resource Permit (ERP) program. Development of the Property will require an ERP application to be submitted to the SJRWMD for stormwater management and environmental regulatory review. The SJRWMD exerts regulatory jurisdiction over wetland and surface water areas. The drainage ditch and forested wetland are both jurisdictional to the SJRWMD, The SJRWMD will conduct a site inspection to review the limits of the jurisdictional wetland at the time of the ERP application. pill 1 1111111 � 1 1111 • Iffil -will•-a- "Irawl RN, 1111111111 : I � i � � iiiiiiiiii 11i M- -* c7-4p7ffN=r, 97, 7NTJ-TT7Tff��NTT4 7 -ill f-7T C1Ta-Tr9_n_11,1 c(C,15_T TIVIT"MPIT04""11" be required to any impacts to the ditch. However, because the ditch was excavated in wetland soils and does contain some wetland plants, minimal mitigation may be required. It is assumed that there is a drainage easement over this ditch, although one has not been found. The wetland is of fair to low quality. It is estimated that every acre of impact may cost about $110,000.00 to mitigate, if purchasing credits from a mitigation bank. The Property is located within the Southern Ocklawaha River Drainage Basin. The Hammock Lake Mitigation Bank offers credits for mitigation within this basin. If no wetland impacts are proposed, a 15-foot minimum, 25-foot average upland buffer that no secondary impacts will occur to the wetland as a result of the development activities. If the minimum buffer cannot be provided, alternative methods to prevent secondary impacts can be proposed, such as fencing, placement of conservation area signage, etc. The Property lies within unincorporated Orange County. However, it is understood that McCraney Property Company intends to annex the Property into the City Limits of Ocoee, Florida. Accordingly, the Property would be subject to the City's Comprehensive Plan and Land Development Code (LDC). The City of Ocoee provides protection to natural resources including wetlands through Article VII Part I Provision 7-4 of the LDC. With regard to development in wetlands the code readsas t Wetlands. (1) No excavation or filling shall be undertaken within a wetland unless the City Commission finds, on the basis of reasonable evidence, that there are no practical alternatives to the filling. Examples of situations where such activities may be permitted include the need to provide access to property, to provide utilities, and to create a building site on an approved lot. Where any such disturbance of a wetland is permitted, it shall be the minimum disturbance necessary to meet the needs of the use. No excavation or other disturbance shall be permitted in a floodway. Except where specifically permitted by the City Commission, no native wetland vegetation shall be disturbed. (2) Where disturbance is permitted, new wetland areas shall be created at a minimum rate of two (2) times the area of wetlands destroyed. New wetland areas shall be in the vicinity of the areas destroyed and, at maturity, shall be functionally related (in terms of elevation, hydrology, and vegetation) to the remaining wetlands in the area. Where the City Commission finds that it is impractical to create such replacement wetlands, it may make alternative mitigation requirements. (3) A buffer area shall be retained in its natural state surrounding connected (i.e., FDER jurisdictional) wetlands. Such buffer shall be a minimum of seventy- five (75) feet in width except where the City Commission finds that it is impractical to maintain that width. Buffer areas shall not be disturbed except to provide for surface water management areas. (4) Modifications to wetlands shall ensure that predevelopment water flow (rate and quantity) is maintained to preserve wetland viability. (5) Wetlands management shall conform to standards included in the Comprehensive Plan (specifically including Conservation Element Policies 2.3 and 4.2). Note that the City only authorizes wetland impacts if no practicable alternative exists. If the proposed site plan is anticipated to result in wetland impacts, it is recommended that a pre -application meeting be held with the City to determine their opinion of proposed impacts. The Florida Natural Areas Inventory (FNAI) species tracking list for Orange County was reviewed to detennine the potential for listed species of wildlife that may occur within the habitat types present within the Property. The USFWS's Information for Planning and Consultation (IPaC) was also reviewed to determine the potential for federally listed species on the property (Exhibit B). State or Federal listed wildlife species with the potential to occur onsite based on geographic locale, habitat types present, and presence of suitable soils or vegetative cover include the gopher tortoise (Gopherus polyphemus) and the Eastern indigo snake (Drymarchon courais couperi). The Property lies within the federal Consultation Area for the eastern black rail, sand skink and Everglades snail kite. However, the Property does not contain suitable habitat or required o soil tliw es for arn f these s9e ies and oot therefre the !2entiaoaoe l fr these s9ecies re nt discussd - p - c in detail, below. Information regarding the gopher tortoise, Eastern indigo snake, American bald eagle an-4 wood stork is provided below. This information is provided to detail development constraints ej_zitf tedj_*D �L__7AL occurring on the site or having the potential to occur adjacent to or onsite. UWMMXMMIZM�� The gopher tortoise is listed by the FWC as a Threatened species. Gopher tortoises ar-, commonly found in areas occurring on well -drained sandy soils associated with xeric pine -oak hammock, scrub, pine flatwoods, pastures and citrus groves. 701SC FurrITTs ITere Wcurneme inspections of the Property. These site inspections were preliminary in nature and covered about 10% of suitable tortoise habitat. The FWC Gopher Tortoise Permitting Guidelines (FWC, April 2008, rev. July 2020) state that a gopher tortoise survey is valid for a period of 90-days. It is recommended that a comprehensive (100%) gopher tortoise survey be conducted 90-days prior to start of construction. If any tortoise burrows are documented, a permit from FWC will be required to authorize relocation to an approved, off -site recipient area. The permit process typically takes 45 to 90 days to complete. Relocation cannot commence until local government approval for land clearing or site development has been issued. The Eastern indigo snake is listed as "Threatened" by the USFWS. Indigo snakes are thick -bodied, glossy black snakes with iridescent blue highlights. Adult indigo snakes may be between 60 and 74 inches long (USFWS, 2016c). In northern areas, the indigo snakes most often use habitats such as pine flatwoods, scrubby flatwoods, floodplain edges, sand ridges, dry glades, tropical hammocks, edges of freshwater marshes, muckland fields, coastal dunes, and xeric sandhill communities; with highest population concentrations of eastern indigo snakes occurring in the sandhill, pinelands and agricultural lands with proximity to wetlands. Recent discussions with USFWS staff from the South Florida Ecological Services Office indicate that if a snake's presence on a property is "reasonably certain to occur", consultation will be required. The USFWS is defining "reasonably certain to occur" as recorded or known primary evidence of a snake's presence on or near a property documented observation of an indigo snake, snake shed). WNW 10111st W-M I VC "I C I O-.#,MCnL LO L I I C 1101 U I, ID 'JUS 1'_1tUJW IN'oad 429 along the western boundary. It is anticipated that the USFWS would teten-nine that the presence of indigo snakes is not reasonably certain to occur. Consultation for the potential presence for this species is not anticipated. !, w�-raff"Mmmm in Ma The American bald eagle is no longer listed under the Endangered Species Act; however, it is still afforded protection by the USFWS under the Migratory Bird Treaty Act and the Bald and Golden Eagle Protection Act. A review of the FWC's Bald Eagle Nest Locator website revealed the presence of eagle nest OR045 just to the east of the Property. The 660-foot management zone of bald eagle nest OR045 does not encroach into the Property (Figure 5). No coordination with USFWS is anticipated to be required for this species. _91FINEMY)TIT1113 11 The wood stork (Myeteria americana) is listed as "Endangered" by the USFWS. The Property lies within the USFWS Consultation Area for wood stork, and lies within a "Core Foraging Area" for the wood stork (Exhibit Q. Wood storks nest in colonies and forage in freshwater wetlands (Ogden). Good feeding habitat for wood storks typically consists of calm waters that do not have dense thickets of vegetation. The primary food of a stork's diet is small fish between I and 8 inches in length (Ogden). Through consultation with the ACOE, the USFWS will evaluate potential impacts a project may have to Suitable Foraging Habitat (SFH) of the wood stork. SFH is defined as follows: "...wetlands that typically have shallow -open water areas that are relatively calm and have a permanent or seasonal water depth between 5 to 38cm (2 to 15 inches) deep. Other shallow non -wetland water bodies arc, also SFH. SFH supports and concentrates, or is capable of supporting and concentrating small fish, frogs, and other aquatic prey. Examples of SFH include, but are not limited to freshwater marshes, small ponds, shallow, seasonally flooded roadside or agricultural ditches, seasonally flooded pastures, narrow tidal creeks or shallow tidal pools, managed impoundments, and depressions in cypress heads and swamp sloughs. " (Souza, 2010). .Propertyo,. containwood stork.All • to the drainapc ditch will likely also be considered impact to wood stork SFH. Mitigation• offset wetland impacts will also be • offset impactto wood stork SFH. N* additional mitigationneeded. spendsThe sand skink is a state and federally "Threatened" species. The sand skink is a small nearly legless lizard that beneath of isoils that are characteristic of Central Florida's sandy ridges. Its presence on a property is detected bobserving the simisoidalsand due • the unigue manner i moveswhich this species • - • •t • • • • • • IT - • feet mean sea level (according to Google Earth). However, the Property does not contain til types considered suitable forof .'coordination for `t ModicaAssociates conducted an EcologicalDue Diligence of thacree 39.96±Ocoee Apopka Land Assemblage on November 5 and 18, 2020, 2020. The Property is generally located west of Ocoee Apopka Road and south of N Fullers Cross Road in Ocoee, unincorporated Orange County,Florida. The • parcels within the projectowned by • # on likelihoodbut the of parcels remains uncertain. Accordingly,Modica Associates • l not enter these properties.•i • • two parcels has been included for informational purposes only. The property contains a wetland and a drainage ditch, both of which are jurisdictional to the SRJWMD. Review of historical aerial photography indicates that the on -site wetland anli drainage ditch were hydrologically connected to Lake Apopka. It appears that this hydrologic connection still exists in current condition.Accordingly, that •wetlanji- will a permit from r and likely the ACOE.On December 1, 2020, the FDEP regulatory authorityof t- 04 program. Mitigation will be required for any proposed excavated in wetland soils and does contain some wetland vegetation. It is estimated that every acre of impact may cost about $110,000.00 to mitigate, if purchasing credits from a mitigation bank. The Property lies in unincorporated Orange County, but it is understood that McCraney Property Company intends to annex the property into the City of Ocoee. Note that the City only authorizes wetland impacts if no practicable alternative exists. If the proposed site plan is anticipated to result in wetland impacts, it is recommended that a pre -application meeting be held with the City to determine their opinion of proposed impacts. If the Property remains in unincorporated Orange County, the regulations will be different. The Property lies within the federal Consultation Area for the eastern black rail, Everglades snail kite and sand skink. However, the Property does not contain suitable habitat or soil types for any of these species and therefore no coordination for these species is anticipated to be required. Bald eagle nest OR045 lies just east of the Property. The 660-foot management zone of this nest does not encroach into the Property. No coordination with USFWS is anticipated to be required for this species. No gopher tortoise burrows were documented during the November 5 and 18, 2020 site inspections of the Property. However, these site inspections only covered about 10% of the property. The FWC Gopher Tortoise Permitting Guidelines April 2008, rev. July 2020) state that a gopher tortoise survey is valid for a period of 90-days. It is recommended that a comprehensive (100%) gopher tortoise survey be conducted 90-days prior to start of construction. If any tortoise burrows are documented, a permit from FWC will be required to authorize relocation to an approved, off -site recipient area. Geographically, the Property is bordered on the east by Ocoee Apopka Road, residential development to the north, industrial and commercial uses to the east and south and State Road 429 along the western boundary. It is anticipated that the USFWS would determine that the presence of eastern indigo snakes is not reasonably certain to occur. Consultation for the potential presence for this species is not anticipated. No other environmental concerns were identified or expected for the Project Site. This ecological assessment does not constitute a Phase I Environmental Audit and this report makes no representation as to the presence or absence of hazardous materials. This report does nol constitute a Cultural Resource Assessment Survey (CRAS) and makes no representation to the presence or potential presence of historic sites or artifacts, other than providing infon-nation from others. Florida Department of Transportation. 1999. Florida Land Use, Cover and Forms Classification System. Florida Fish and Wildlife Conservation Commission. Eagle Nest Locator: (https -//www arc g is. com/ap-ps/webappvi ewer/index . html?i d=2 5 3 6041182 7943 19 84e8bc 3 eb f-] c c 8 e 9) Florida Fish & Wildlife Conservation Commission. 2018. Florida's Threatened and Endangered Species. Tallahassee, FL. M) TwI-g=7 1- L j, ,atTMT=C . (iLttps://www,ftiai.orL,/trackin list.cfin Florida's Water Permitting Portal; bttp.//webapLib.�rwind�coi-n/a���������/��wslO�����l0/ff �eij/ United States Department of Agriculture, Soil Conservation Service. 1990. Soil Survey of Osceola County, Florida. U.S. Fish & Wildlife Service. 2016b. Quick Facts: Everglade snail kite, desnailkiteEqgLSheet.pdf, accessed February 20, 2017. Ocoee Apopka Land Assemblage Figure 1 - Location Map Section 7, T22S, R28E Orange County, Florida = Feet 4,000 MODICA & ASSOCIATES 302 Mohawk Road Clermont, Florida 34715 P: (352) 394-2000 F: (352) 394-1159 Email: Environmental@Modica.cc www.ModicaAndAssociates.com Imfuloolm I ON H 1 6011 11/20/2020 lPaC: Explore Location IPaC U.S. Fish it life Service ]STANOTTSIRMIM This report is an automatically generated list of species and other resources such as critical habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's (USFWS) jurisdiction that are known or expected to be on or near the project area referenced below. The list may also include trust resources that occur outside of the project area, but that could potentially be directly or indirectly affected by activities in the project area. However, determining the likelihood and extent of effects a project may have on trust resources typically requires gathering additional site -specific (e.g., vegetation/species surveys) and project -specific (e.g., magnitude and timing of proposed activities) information. Below is a summary of the project information you provided and contact informatiopf, o (11th e 0, office(s) with jurisdiction in the defined project area. Please read the introductiorIT ea that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NV,,,V I I a 6V s) or additional information applicable to the trust resources addressed in tf-f n.'," Location fill, "I Ava Orange County, Florida qk va I% N N11 SM11• - EMEMSEaremm 0111115•� Nl A https://ecos.fws.gov/ipac/location/HRMKPVEWCZEOTIGSISX21RXSOA/resources 1/13 11/20/2020 PaC: Explore Location • E=e This resource list is for informational purposes only and does not constitute an analysis of project level impacts. The primary information used to generate this list is the known or expected range of each species. Additional areas of influence (AOI) for species are also considered. An AOI includes areas outside of the species range if the species could be indirectly affected by activities in that area (e.g., placing a dam upstream of a fish population, even if that fish does not occur at the dam site, may indirectly impact the species by reducing or eliminating water flow downstream). Because species can move, and site conditions can change, the species on this list are not guaranteed to be found on or near, 1% the project area. To fully determine any potential effects to species, additional site -specific an*,% 1% 1111 "44 K project -specific information is often required. 011 L Section 7 of the Endangered Species Act requires Federal agencies to "request of, "Ir information whether any species which is listed or proposed to be listed m,Pyb6,i�, r6in the area 0, J1, j of such proposed action" for any project that is conducted, permitted, kg r Ficensed by any Federal agency. A letter from the local office and a species list whith Fulfills i§ requirement can only be obtained by requesting an official species list from r t latory Review section in IPaC (see directions below) or from the local field officedif di di di di di d J For project evaluations that require USFWS cop w- r 11,1h h*d'Mw, please return to the I PaC website 4 and request an official species list by doirlg,t foil iwiling: 1. Draw the project location and,,,,�j, k QOp I � N T I U E. 2. Click DEFINE PROJECT. AP SO 40406 3. Log in (if directed to-, cid"S'o)A 4. Provide a name cl, ion for your project. 5. Click REQtQ,i SP I S LIST. k Listed st"eci4l a6,d their critical habitats are managed by the Ecological Services Program of the U.S. Fj, aq&Wil�)ife Service (USFWS) and the fisheries division of the National Oceanic and Atmospheric A "i"hilitration (NOAA Fisheries2). C1 Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown on this list. Please contact NOAA Fisheries for species under their jurisdiction. 1. Species listed under the Endangered Species Act are threatened or endangered; lPaC also shows species that are candidates, or proposed, for listing. See the listingstatuspaga for more information. 2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. The following species are potentially affected by activities in this location: Birds I I VIA LVA I STATUS https://ecos.fws.gov/ipac/location/HRMKPVEWCZEOTIGSISX21RXSOA/resources 2/13 11/20/2020 lPaC: Explore Location Eastern Black Rail Laterallus jamaicensis ssp, jamaicensis No critical habitat has been designated for this species. bLtpaL .//ecos.fws.ggy/ecp p des/1 0�477 Everglade Snail Kite Rostrhamus sociabilis plumbeus There is final critical habitat for this species. Your location is outside the critical habitat. bLtp5-, //e —cos fws -gqytg-c P-Ls P-�ec 1 —es/771 3 Wood Stork Mycteria americana No critical habitat has been designated for this species. b—ttp-a L//—ecos-fws.gQ—v/—ecP-/��s pgicl —es/8477 Threatened Endangered Threatened -11171 11161 , OF "k STATUS Eastern Indigo Snake Dr marchon corais couperi Thre4 y pte'' 01 No critical habitat has been designated for this species. "WIF hops:/lecos.fws.gov/ecp/species/646 "Plk Gopher Tortoise Gopherus polyphemus jr V,k 6, Candidate No critical habitat has been designated for this speci http Hecos�.fwsgay/ecp sp cies/6994 ,61 M%q, R Sand Skink Neoseps reynoldsi Threatened No critical habitat has bee - cle ed for this species. bttp-sL//ecos,fws.gav/ecPt An Q Floweril"' Pldnts 12 ibftl Pawpaw Deeringothamnus pulchellus No critical habitat has been designated for this species. j2ttp.s.//ecos.fws.gqv/ecp sp des/4069 L --�- Britton's Beargrass Nolina brittoniana No critical habitat has been designated for this species. https:/fecos.fws.gov/ecpfspecies/4460 M � � No critical habitat has been designated for this species. !Lt-tp-.a,//eco—s.fws.ggv—�/��ecp-�/�sp-f cl —es/2230 STATUS Endangered Endangered Threatened https://ecos.fws.gov/ipac/location/HRMKPVEWCZEOTIGSISX21RXSOA/resources 3/13 11/20/2020 lPaC: Explore Location Papery Whitlow -wort Paronychia chartacea No critical habitat has been designated for this species. bt-tp-.a.//eco—s.fws,gg-v/e—cp-/��sp-.gcle������/l4s/1 4�65 Pigeon Wings Clitoria fragrans No critical habitat has been designated for this species. bt—tp-s.//eco—s.fws.gg-v—/e—cp-�/Sspac,esC����S/99991 Sandlace Polygonella myriophylla No critical habitat has been designated for this species. http-s�.//eco—s.fws.ggv—/e—cp-/��spg-cles.,—�.��/����5745 Scrub Buckwheat Eriogonum longifolium var. gnaphalifolium No critical habitat has been designated for this species. b-t-tp-.a*//eco—s,fws.ggv-/e—cp—/Ss P-gic, —es/5940 Scrub Lupine Lupinus ariclorum No critical habitat has been designated for this species. bttp5.,//ecos.fws.gqv/ecpLp des/736 Threatened Threatened Endangered Threatened % wom Endag d 41� Igo 0 Scrub Plum Prunus geniculata Endangered No critical habitat has been designated for this speci4&�b,'%'.­ V btt—p-a.//eco—s,fws-gg—v/e—cp-/��s P_Lcl —es/2238 fi ti Wide -leaf Warea Warea amplexJ1,04 , j a Endangered No critical habitat has been dE% e d for t is species. d0l 41", '4412 �"53, " http //ecos.fws.gQv/ece q6 AmaTI,leffitcts to critical habitat(s) in this location must be analyzed along with the endangered esthemselves. THERE ARE NO CRITICAL HABITATS AT THIS LOCATION, Certain birds are protected under the Migratory Bird Treaty Act-! and the Bald and Golden Eagle Protection ActZ. Any person or organization who plans or conducts activities that may result in impacts to migratory birds, eagles, and their habitats should follow appropriate regulations and consider implementing appropriate conservation measures, as described below. https://ecos.fws.gov/ipac/location/HRMKPVEWCZEOTIGSISX21RXSOA/resources 4/13 11/20/2020 Pao: Explore Location 1. The Migratory Birds Treaty Act of 1918. — -- 2. The Bald and Golden Eagle Protection Act of 1940. Additional information can be found using the following links: Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/ birds-of-conservation-concern.pbp Measures for avoiding and minimizing impacts to birds bttp,//www.fws.gov/birds/management/pLoject-assessment-tools-and-guidance/ co nse rvati o n- m ea su res. pbp Nationwide conservation measures for birds bt—tp://www.fws.gg-v-/—m igratory birds/pcL -df/management/nationwidestandardconservationmeasures.p f — The birds listed below are birds of particular concern either because they occur on the USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your project location. To lea rrr f more about the levels of concern for birds on your list and how this list is generated, seept e below. This is not a list of every bird you may find in this location, nor a guaranteet ,,,,ha \e t �r y r on this list will be found in your project area. To see exact locations of where bir Prs aid t general public have sighted birds in and around your project area, visit the E-bi,,, t g1ool (Tip: �t enter your location, desired date range and a species on your list). F,,,Q,,r pro'hat occur off the t L r 11 " Atlantic Coast, additional maps and models detailing the relat1*e 041Z A , and abundance of bird ,yc species on your list are available. Links to additional infoqyr(dti6 ab` u lantic Coast birds, and other important information about your migratory ird", st"'in I'll Oud''Tirig how to properly interpret and use your migratory bird report, can be found �+Q For guidance on when to schedule acti iavoidance and minimization measures totf h,g reduce impacts to migratory binds PROBABILITY gn yd�r list OF PRESENCE SUMMARY at - , click on the PROBABILI "R the top of your list to see v 16 bird's are most likely to be present and breeding in your 5% project area. X"W's", 1i" `k& NAME BREEDING SEASON (IF A skit AvwwaI W, 111 American Kestrel Falco sparverius paulus This is a Bird of Conservation Concern (BCC) only in particular Bi— Conservation Reons (BCRs) in the continental USA i gi - ...................... ............ ............ -- BREEDING SEASON IS INDICATED FOR A BIRD ON YOUR LIST, THE BIRD MAY BREED IN YOUR PROJECT AREA SOMETIME WITHIN - --- --- - ............. -- --- - ............... --- -- I THE TI M EFRAM E SPECIFIED, WHICH IS A VERY LIBERAL I I IVA 11-111 we] M I Im I a 111111-111 0111144 2 10"D WHICH THE BIRD BREEDS .......... ---- ACROSS ITS ENTIRE RANGE. "BREEDS ELSEWHERE" INDICATES ........... - .- 1-1 -- THATTHE BIRD DOES NOT LIKELY BREED IN YOUR PROJECT AREA.) 3-0�4 ��� https://ecos.fws.gov/ipac/location/HRMKPVEWCZEOTIGSISX21RXSOA/resources 5/13 11/20/2020 lPaC: Explore Location Bald Eagle HaUaeetUSleU[O[ephalU5 This isnot aBird nfConservation Concern (BC[)inthis area, but warrants attention because ofthe Eagle Act orfor potential susceptibilities inoffshore areas from certain types ofdevelopment or activities. This isaBird ofConservation Concern (8[C)only inparticular Bird Conservation Regions (B[Rs) inthe continental USA King Rail RallUSeleganS This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. tUt—tp-LY���J\ws.gg-v-/e—cDLsQ�d�s/&9}6 Least Tern Sterna antillarurn This is a Bird of Conservation Concern (B[[) only in particular Bird Conservation Re�ions(BCRs inthe continental USA Breeds Sep 1 to |U|31 Breeds Feb 1t0[)e[31 Breeds ��aV1tOSep 5 Breeds ell, 4k - Lesser Yellowlegs TriDga flavipeS ed5el5eVVher2 This is a Bird of Conservation Concern ( throughout the continental USA and Alaska. All 11 b� gq��c��p�������! Limpkin Aramus guarauna Breeds Jan 15tOAug 31 This is a Bird of ConservataBCC) throughout its range in the continental Prairie Warts -1 koica discolor Breeds May 1tOJul 31 h conservation Concern (B[[)throughout its range in | USA and Alaska. Pn'thOOOt8rVVV8[hleF Pr0t0nOtaMa [itrea Breeds Apr 1 to Jul 31 This isaBird ofConservation Concern (B[[)throughout its range in the continental USA and Alaska. Red-headed Woodpecker K4elanerpeSerythnJ[ephalUs Breeds May 10tOSep 1O This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. Short -tailed Hawk BUteOh[a[h«orUS Breeds Mar tOJun 30 This is a Bird of Conservation Concern (8[{] only in particular Bird Conservation Regions (B[Rs)inthe continental USA !2t—tgC-v.�­/��p-/�Ssp-g-cies/f7\42 11/20/2020 PaC: Explore Location Swallow-tailed Kite Elanoides forficatus Breeds Mar 10 town 30 This is a Bird of Conservation Concern (BCC) throughout its range in the continental USA and Alaska. hops://ecos.fWs.gov/ecp/species/8938 Yellow Warbler Dendroica petechia gundlachi Breeds May 20 to Aug 10 This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation Regions (BCRs) in the continental USA The graphs below provide our best understanding of when birds of concern are most likely to be present in your project area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds. Please make sure you read and understand th# FA', "Proper Interpretation and Use of Your Migratory Bird Report" before using or attem tin interpret this report. Or Rif` Probability of Presence oar ldlcomqr Each green bar represents the bird's relative probability of presence, in th 'I � grid cell(s) your project overlaps during a particular week of the year. (A year i re' s 12 4-week months.) N' A taller bar indicates a higher probability of species presen,,XO,,. e s'' r y effort (see below) can be 0 P, used to establish a level of confidence in the presence n have higher confidence in the 41t% As, de"' presence score if the corresponding survey effOf,14,1111)", J& How is the probability of presence scorqot" a LA@te 9 The calculation is done in three steps: 7 ll 10%mt wv` 1116 1. The probability of presencef is calculated as the number of survey events in the Def'� ch ,qg ,a week where the specie ed divided by the total number of survey events for that 060 week. For example; if wek ,,2 there were 20 survey events and the Spotted Towhee was found in 5 o, 11�14111tfi e ability of presence of the Spotted Towhee in week 12 is 0.25. t h el 2. To propel) reselll the pattern of presence across the year, the relative probability of presence is co, his is the probability of presence divided by the maximum probability of presence "41 a ot �, alb eeks. For example, imagine the probability of presence in week 20 for the Spotted i4�, "iib-e'eis, 0.05, and that the probability of presence at week 12 (0.25) is the maximum of any eek of the year. The relative probability of presence on week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2. 3. The relative probability of presence calculated in the previous step undergoes a statistical conversion so that all possible values fall between 0 and 10, inclusive. This is the probability of presence score. To see a bar's probability of presence score, simply hover your mouse cursor over the bar. Breeding Season ( ) Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across its entire range. If there are no yellow bars shown for a bird, it does not breed in your project area. Survey Effort (1) https://ecos.fws.gov/ipac/location/HRMKPVEWCZEOTIGSISX21RXSOA/resources 7/13 11/20/2020 IPaC: Explore Location Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that species in the 1 Okm grid cell(s) your project area overlaps. The number of surveys is expressed as a range, for example, 33 to 64 surveys. No Data (—) A week is marked as having no data if there were no survey events for that week. Survey Timeframe Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information. The exception to this is areas off the Atlantic coast, where bird returns are based on all years of available data, since data in these areas is currently much more sparse. SPECIES American Kestrel BCC - BCR (This is a Bird of Conservation"" ................................................ Concern (BCC) only in particular Bird Conservation Regions .......................... -- - (BCRs) in the continental USA) Bald Eagle Non -BCC Vulnerable . ... .... ..... ..... ........... (This is not a Bird of ................................................ nerva ton ....... ...................... Concern (BCC) in this ................................................ area, but warrants ............................................ attention because of -- ............................ probability of presence breeding season I survey effort no d,.,pta ]AN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV I a .4" L . .. . . . F I A 4, F I . . . -I L 10,ifl Alf 9" H "o v 0 0- na 4- 10, Ng to", g, PIN& the Eagle Act or for o - potential IF susceptibilities in offshore areas from rn "of . .......... certain' types P 1 ................ L ...... .... development or 6's ........ ... activities ao w"kh, Common 5, ou 4- dove sti, + 4, '1� 4-4-4 4— p" BA 0 �,,rvation Con rrjBCC 1 ).on y in ..... ..... particular Bird .......................... Conservation Regions ................... ...................... (BCRs) in the continental USA) King Rail 1- 4, + I- A f 1' —4-1, -1-4 1-4- 1, BCC Rangewide (CON) (This is 'a —Bird Of Conservation ''", Concern (BCC)- throughout its range in the continental 'USA'anclAlaskaj https://ecos.fws.gov/ipac/location/HRMKPVEWCZEOTIGSISX21RXSOA/resources 8/13 11/20/2020 lPaC: Explore Location Least Tern BCC - BCR (This is a '6ir,j o, f"Conservation ................................................. .. ..... .... ..... .... ..... .... Concern (BCC) only in . particular . " Bird ... ........... .. I— . .... ..... .... .. .. ... Conservation Regions (BCRs) in the .............................. continental USA) .......................................1. Lesser Yellowlegs BCC Rangewide (CON) (This is a Bird 16Conservation �n 0 s e ry a t i o n ....................................... , Concern (BCC) , r'" "(' B ', , o ................................ rog , 'u" ,, h", utits , ", , t range ................................................ in the continental ......................................... IJSA� 'a' and "Alaska.)"' " m =1 BCC Rangewide (CON) (This is a Bird of,Conservation", ','...... .... Concern (BCC), throughout its range ............................................... in the continental USA and - Alaska.) . Prairie Warbler BCC Rangewide (CON) (This is a Bird o,f,Conservation", '", ...... .... Concern (BCC) throughout "", " its range ............................................... in the continental 6Ska"n, dAlaska.) Prothonotary Warbler BCC Rangewide ..... ... ......... . ...... .. (CON) (This is a Bird o,f,Conservation", '", ...... .... i"'","""'Corcern(BCC) I I i ) '){I'l, "", -1, 1, -1 A , "I"t "I" + --- I I r — � I I I I . I f 11 1 f i-1 1 -1 - -1, -1" _I-+ ,I, + 4 1, 1, V , 1, 1 1 1, F i i 1 F I —M, F I- I_ ., J' R -1 -1--, 4, 1- A 'A t. ,NIL M, 'I g A�s 2 1 -1 4 1- — -1- -1- ++ IN Fib \111A '00" 11 p am, AW throughout its range ........................................... ..... o, in the continental 4, 6Ska"n, dAlaska) F s, �o ,04t, Red-headed 4­ 1, 4- -1 A- J, 1- "1 F, 1- 1, — - 4, 1,111 gg ` Wooclpec6 r � BCC Rai e 9, !�. T,u U 0, of ns, tion -on rn (BCC) ox ", " throughout its range ............................................... in the continental ........................................... kaj Ska"n, d ""A" Alaska.) M, I — 1 4' 1 Short -tailed Hawk A' 1' A' "I I 1 111.-.-}.II 4 +4­1 'j- j BCC - BCR (This is a B:­j LL ............... L LL" ­ir of Conservation .... .. .. .. ... ... .......... Concern (BCC) only in particular ar Bird Conservation Regions B C .1 Rsj in the continental USA) Swallow-tailed Kite 4 1 1 4, 1 1 1, BCC Rangewide (CON) (This is 'a' Bird of Conservation 'Concern �kcj­ throughout ki ro u gh o u t its range .....th ..................... ... . .. ..... in e continental USA and Alaska.)" https://ecos.fws.gov/ipac/location/HRMKPVEWCZEOTIGSISX21RXSOA/resources 9/13 11/20/2020 SPECIES IPaC: Explore Location JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Yellow Warbler BCC - BCR (This is a Bird of Conservation ................ .............................. Concern (BCC) only in particular Bird ... _.... _.... _.... _...... _.. Conservation Regions (BCRs) in the _...................... continental USA) 5 Fa4- " ,o r .• • • • •, • •. • • • • Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all birds at any location year round. Implementation of these measures is particularly important when birds are most likely to occur in the project area. When birds may be breeding in the area, identifying the locations of any active nests and avoiding their destruction is a very helpful impact minimization measure. To see when birds are most likely to occur and be breeding in your project area, view the Probability of Presence Summary. Additional measures andI permits may be advisable depending on the type of activity you are conducting and the type of infrastructur,gr } bird species present on your project site. k 00 lk�'tsFa�iEasitlj{''. What does IPaC use to generate the migratory birds potentially occurring in my speclf1I loc'` tion) , The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Cow n ('�"And other species that may warrant special attention in your project location. The migratory bird list generated for your project is derived from dq� pwld� `yet e Avian Knowledge Network 354t (AKN). The AKN data is based on a growing collection of survev.b4 diw n, tizen science datasets and is queried and filtered to return a list of those birds repo intersects, and that have been identified as warranting area, an eagle (Eagle Act requirements may ap ,A cxt activities or development d url;tn 'h the 10km grid cell(s) which your project i� tion because they are a BCC species in that that has a particular vulnerability to offshore Again, the Migratory Bird Resource Itt Irtludes t`tly a subset of birds that may occur in your project area. It is not F� 5t� f representative of all birds thatzof ho ur�.your project area. To get a list of all birds potentially present in your project pgy ro ect area, lease vlsltstti°e �� I P n la Tool. "{ hc� ,11" iS il4 A4h.. ,00 What doe ) ��C e to g0 erate the probability of presence graphs for the migratory birds potentially occurrink in mv sp cified location? I of presence graphs associated with your migratory bird list are based on data provided by the ge Network (AKN). This data is derived from a growing collection of survey, banding, and citizen Probability of presence data is continuously being updated as new and better information becomes available. To learn more about how the probability of presence graphs are produced and how to interpret them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link. How do I know if a bird is breeding, wintering, migrating or present year-round in my project area? To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of interest there), the Cornell Lab of Ornithology Neotroplcal Birds guide. If a bird on your migratory bird species list has a breeding season associated with it, if that bird does occur in your project area, there may be nests present at some point within the timeframe specified. If "Breeds elsewhere" is indicated, then the bird likely does not breed in your project area. What are the levels of concern for migratory birds? https://ecos.fws.gov/ipac/location/HRMKPVEWCZEOTIGSISX2IRXSOA/resources 10/13 11/20/2020 IPaC: Explore Location 1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their range anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin Islands); 2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in the continental USA; and 3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either because of the Eagle Act requirements (for eagles) or (for non -eagles) potential susceptibilities in offshore areas from certain types of development or activities (e.g. offshore energy development or longline fishing). Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of rangewide concern. For more information on conservation measures you can implement to help avoid and minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics. Details about birds that are potentially affected by offshore projects For additional details about the relative occurrence and abundance of both individual bird species an bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data Portal. Th PA, also offers data and information about other taxa besides birds that may be helpful to you IQ,,y ur o ct j view. Alternately, you may download the bird model results files underlying the portal maps th�ughte NAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird Distribution r id arre on the Atlant Outer Continental Shelf project webpage. Bird tracking data can also provide additional details about occurrence �nd h b' at, ,e throughout the year, tt «f .� including migration. Models relying on survey data may not inclu lb t is I or 1 ation. For additional information on �usSt�r�Aa�����t�' marine bird tracking data, see the Diving Bird Study and the na �atst ies or contact Caleb Spiegel or Pam Loring.ffi�R�,F, �tr �3#Srrrtt =�, i: 4. What if I have eagles on my list? rrtstt If your project has the potential to tftu or kil� oagles, you may need to obtain a permit to avoid violating the Eagle Act should such impacts4 cc� 2t o Proper Interpret#�ion a`id Use of Your Migratory Bird Report The migr otr} iird .�st generated is not a list of all birds in your project area, only a subset of birds of priority conce o le fn more about how your list is generated, and see options for identifying what other birds may be Iri tt row area, please see the FAQ "What does IPaC use to generate the migratory birds potentially occurring in specified location". Please be aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint. On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey effort is high, then the probability of presence score can be viewed as more dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying what birds of concern have the potential to be in your project area, when they might be there, and if they might be breeding (which means nests might be present). The list helps you know what to look for to confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or minimize potential impacts from your project activities, should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page. Facilities https://ecos.fws.gov/ipac/location/H RMKPVEWCZEOTI GS I SX21 RXSOA/resources 11 /13 11/20/2020 IPaC: Explore Location Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. THERE ARE NO REFUGE LANDS AT THIS LOCATION. Fish hatcheries THERE ARE NO FISH HATCHERIES AT THIS LOCATION. I�� 4 0411 Wetlands in the National Wetlands 31tg1},k#£ r�AYy o Y, Impacts to NWI wetlands and other aquatic habitats may be subjet regi100 tn under Section 404 of the Clean Water Act, or other State/Federal statutes.,r For more information please contact the Regulator Prt `'Ml f t o local US. Army Corps of Na Engineers District. y",°' S itl't�s� 1� "''Yr�'�� Please note that the NWI data being sh n m * b out of date. We are currently working to update our NWI data set. We recommend ,ou �rlfy�hese results with a site visit to determine the actual tY�„� extent of wetlands on site This location overlapottheVollo�Irg wetlands: FRESHWATER P&GENNNil VETLAND 5 @ ez`�'Srrz P E � Fx � F'I A(ORESTED/SHRUB WETLAND Fd RIVERINE A full description for each wetland code can be found at the National Wetlands Inventory website Data limitations The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use of imagery; thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland boundaries or classification established through image analysis. https://ecos.fws.gov/ipac/location/HRMKPVEWCZEOTIGSISX2IRXSOA/resources 12/13 11/20/2020 lPaC: Explore Location Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be occasional differences in polygon boundaries or classifications between the information depicted on the map and the actual conditions onsite. Data exclusions Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters. Some cleepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory. These habitats, because oftheir depth, goundetected bvaerial imagery. I ON H 1 6011 " Alabama O O O O 0 O Georgia JACKSON O O 1:3,000,000 yo o fvli LEON �� �0 25 50 0 HAMILTON < �� .r CALHOUW' BAY j O� ��t, y (BAKER O LIBERTY "� - t ? m �� �I DUVAL 'rr wAKULLA r 0 25 50 t Km - GULF o, TAYLOR } O� ,OHO y FRANKLIN LAFAYETTE , J� O� i CLAY ST � O JOHNS ALACHUA ? ( DIXIE PUTNAM USFWS - u .,.,., EIAGLER Yil Panama City Office Responsibility i LEVY MARION L. 1 � \ USFWS �N North Florida v Jacksonville Office ��' CITRUS SUMTER Responsibility LAKE _ SEMINOL _ HERNANDO South- r — ORANGE \ r� i \Carolina PASCO Georgia � I _ 08 o �_Z, i J r OSCEOLA POLK BREVARD3 gFf.6rldc7ffia I INDIAN RIVER r P� i ECNO�E '`t 1:30,000,000 NFESO HARDEE OKE SFESO' Og STLUCIEt, SARASOTAI DESOTO Z�G MARTIN ,M1 Wood Stork Nesting Colonies and CHARLOTTEGLADES_ Core Foraging Areas PALM Active Within 2008-2017 in Florida '`',•�� ! BEACH I LEE ( HENDRY t 0 Colonies Active in FL 2008-2017 � O Colonies Active in GA2005-2014 Colonies Active in SC 2005-2014 i BROWARD Foraging Area Active 2008-2017 COLDER Foraging Buffer Radias: USFWS South Florida Counties: 18.6 miles South Florida `, - ,i Central Florida Counties: 15 miles Vero Beach Office MONROE North Florida Counties: 13 miles Responsibility t MIAMI-DADE Neighboring States: 13 miles 1511 Florida Counties Water _USFWS Ecological Services Office Boundary WOST colonies update 2018 USFWS Jacksonville FL https,.// w ,fws.govinorthflorida/ The information an this map has been compiled from a variety of sources and is intended for inustration purposes only. No wahanty, expressed or implied, is made regarding utJrry „ - accuracy, reliability, or completenes of this map. January 27, 2021 City of Ocoee 150 N Lakeshore Drive Ocoee, FL 34761 ARCHITECTURE Business Center Design Plan RE: Progress Commerce Park To Whom It May Concern: The following letter refers to the project above on meeting the requirements outlined in the SR 429 Business Center Design Plan for industrial buildings. The buildings are oriented on site so that all service areas (loading dock, dumpster, etc.) are internal facing and screened with landscaping and low walls where not obstructed by the buildings. All buildings with frontage to any public roads have their primary entrances oriented to the road as specified in design section 4.4.10. The building design complies with the 4.7.3 industrial fagade standards as follows: o Awnings have been incorporated at each building entrance. o The fagade incorporates the vertical "copper mountain" colored sections to break up the fagade into the appearance of single user sections. Each section maintains a building entrance feature. o Sections of the building has been divided horizontally to represents a ground floor area. As designated by the change in paint color from the lower section to the field color. As well at the storefront areas with the awning/decorative banding delineating ground from area above. o All facades of the building will be comprised of painted and textured concrete walls with finished metal accent features along the building fronts. o The four building colors will be used consistently for all buildings on all facades and screen walls. o All prefinished metal features (gutter, downspout, louvers, overhead doors, etc.) will be of a consistent color, integrating with the color palette of the fagade. o The primary facade ground floor transparency is required to meet 10%. The typical building elevation design shows 302 linear feet of glass along the 704 feet building fagade (43%). All primary building facades will vary slightly with length of building and number of entrances. However, the transparency standard will be met on each building. These buildings will fall into the category of modern/contemporary design as outlined in 4.9.4. The facades are comprised of geometric shapes forming asymmetrical volumes. The building entrances are distinguished with the metal structural elements and large glass sections. Samples of paint color, finished metal, textured concrete walls can be provided if required. Respectfully, Clark M. Stranahan, AIA, NCARB Florida License #91246 Cc: file CLEAR ANODIZED ALUMINUM DECORATIVE SANDS TOP OF CONC. TOP OF CONC. TOP OF CONC. 411_0I' A. F. F. 39,_0I' A.F.F. 38,_0I' A.F.F. O' o Welol \,i,/WITE o' 20' 401 lllmm� 1110 j SW6356 COPPER MOUNTAIN TRUCK COURT ACCENT PAINT COLOR SW7045 INTELLECTUAL GRAY A9LTj:aI 1001 j " ANODIZED MINUM REFRONT 1� j R AI-MII IRA /"NM A\/ A I I IR AIKII IRA t` A Kit-%M\/ m W)oRo0oGoRoE,SoS C,00moMoEoRoC,E P,AOROK TYPICAL EXTERIOR ELEVATIONS JANUARY 25, 2021 OCOEE FLORIDA ftylk9:Eel i:1 111L09111Lk9:90 +elf=[+"" + TOP OF CONC.-q�- McCRANEY O- OF , A.F.F. 3, • 02 -fral■ 'i _< vor iristy Johnson Robert-, Frank STAFF REPORT DATE: July 13, 2021 ornmissioner s Larry Brinson, R,,., District i. Rosemary Wiisen, District Ricbard d I:a`ir, stner, Distr°iet 3 George Giver 111, District 4 TO: Planning & Zoning Commission (Local Planning Agency) FROM: Gregory Hines, Planner 1 SUBJECT: 1081 N. Lakewood Avenue - Potter Property Annexation & Rezoning Project No(s): AX-06-21-17 & RZ-21-06-21 ISSUE: Should the Planning & Zoning Commission (P&Z), acting as the Local Planning Agency (LPA), recommend approval for the Annexation and Rezoning from Orange County R-2 (Residential District) to City of Ocoee R-1 (Single -Family Dwelling) of the property known as 1081 N. Lakewood Avenue - Potter Property? BACKGROUND: General Location: The property is generally located on the east side of N. Lakewood Avenue and is approximately 1165 feet south of Wurst Road. Parcel Identification Number(s): 08-22-28-0000-00-053 Property Size: +/- 0.37 acres Actual land use, proposed land use, and unique features of the subject property: The subject parcel has one (1) existing single-family residence. The Applicant is annexing into the City limits as a condition to receiving city potable water connection. The future land use classification of the subject property is as follows: CURRENT PROPOSED Jurisdiction/Future Land Orange County / Low -Density Residential City of Ocoee / Low -Density Residential Use -Joint Planning Area (Up to four dwelling units/acre) (Less than four dwelling units/acre) Land Use Classification The current future land use and zoning classifications of the surrounding properties are as follows: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Orange County / Low Density Residential Orange County / R-2 East Orange County / Low Density Residential Orange County / R-2 South Orange County / Low Density Residential Orange County / R-2 West 177y of Ocoee / Light Industrial City of Ocoee / 1-1 P&Z Meeting Date: JWy 13, 2021 Frojectw 1081 N, Lakewood Avenue P GUerrero Property Annexation A Rezoning Project Num ber(s): Ax-06-21-17 & RZ-21-0 -21 CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the west. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Rezoning: The parcel will receive an R-1 (Single -Family Dwelling) zoning classification upon annexation. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report (See attached): The property is located within the Ocoee -Orange County JPA area and is contiguous to City of Ocoee to the west. The property currently benefits from Ocoee Fire Rescue services via a joint "First Responder" Agreement with Orange County. The property will require the City of Ocoee water service. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: The Development Review Committee (DRC) met on Tuesday, June 29, 2021. The DRC determines the proposed Annexation and Rezoning were consistent with the City's regulations and policies. The DRC recommends approval of the proposed Annexation and Rezoning from Orange County R-2 (Single Family) to City of Ocoee R-1 (Single -Family Dwelling) of the property known as the Potter Property located at 1081 N. Lakewood Avenue. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the Annexation and Rezoning from Orange County R-2 (Residential District) to City of Ocoee R-1 (Single -Family Dwelling) of the property known as 1081 N. Lakewood Avenue - Potter Property. Attachments: Annexation Feasibility Analysis Location Map Zoning Map Future Land Use Map Aerial Map CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-06-21-17 & RZ-21-06-21 APPLICANT NAME: JEFFREY POTTER & KENNETH POTTER PROJECT NAME: 1081 N. LAKEWOOD AVENUE - POTTER PROPERTY This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. a Property Location El.Geneeral Location: The property is generally located on the east side of N. Lakewood Avenue and is approximately 1165 feet south of Wurst Road. 2. Parcel Identification Number: 08-22-28-0000-00-053 3. Street Addresses: 1081 N. Lakewood Avenue 4. Size of Parcels: 0.37 acres Use Characteristics 1. Existin Use: Single -Family Dwelling 2. Proposed use: Single -Family Dwelling 3. Densit / Intensity: N/A 4. Projected Population: N/A D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-2 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1 E. Consistenc 1. Joint Planning Area: Yes 2. Comprehensive Plan: Yes 13 FIRE DEPARTMENT Shawn Sorenson, Fire Marshal 1. Estimated Response Time: 2-4 Minutes 2. Distance to Property: 2 Miles (Fire Station 38) 3. Fire Flow Requirements: N/A DOLICE DEPARTMENT Lt. Scott Nylander, Police 1. Police Patrol Zone / Grid / Area: 5 2. Estimated Response Time: 7 mins 3. Distance to Property: 1.8 miles 3. Average Travel Time 7 mins Page 1 of 3 FM - Applicant Name: Jeffrey Pottter & Kenneth Potter — 1081 N. Lakewood Avenue Project Name: Potter Property — 1081 N. Lakewood Avenue Annexation & Rezoning Case #: AX-06-21-17 & RZ-21-06-21 ECONOMIC VALUE Gregory Hines, Planner I' 1. Property Appraiser Taxable Value: $35,000 2. Property Appraiser Just Value $35,000 3. Estimated City Ad Valorem Taxes: $183.75 4. Anticipated Licenses & Permits: N/A 5. Potential Impact Fees: N/A 6. Total Project Revenues: N/A 1. Within the 100-vear Flood Plain: I No (FIRM MaD Number 12095CO VI. UTILITIES Jen Bolling, Engineering Manager A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Water Main: East side of N Lakewood Ave C IE 3. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: Yes 4. Location and Size of Nearest Force Main: 12 Inch Force on N Lakewood Ave at Klinger Ct. 5. Annexation Agreement Needed: No ;. Other 1. Utility Easement Needed: No 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No VII. TRANSPORTATION Gregory Hines, Planner I 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 Page 2 of 3 Applicant Name: Jeffrey Pottter & Kenneth Potter — 1081 N. Lakewood Avenue Project Name: Potter Property — 1081 N. Lakewood Avenue Annexation & Rezoning Case M AX-06-21-17 & RZ-21-06-21 I11. PRELIMINARY CONCURRENCY EVALUATION Gregory Hines, Planner 1 At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists. B. Parks / Recreation: At this time, adequate water/sewer capacity exists. C. Water / Sewer: N/A D. Stormwater: At this time, adequate solid waste capacity exists. E. Solid Waste: N/A F. Impact Fees: This property is contiguous with the City Limits and will reduce the area of an enclave; therefore, this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 Potter Property -1081 N. Lakewood Avenue Location Map lu S.. Rocal 1 tAvenu h 1V n 17/TEh A en a re i e IfILLL E= — A n d rs n Ic e rn r u N Potter Property -1081 N. Lakewood Avenue Aerial Map _< vor iristy Johnson obert Fran.ir STAFF REPORT DATE: July 13, 2021 ornmrssioner s Larry Brinson, R,,., District i. Rosemary Wiisen, District Ricbard d I:a`ir, stner, Distr°iet 3 George Giver 111, District 4 TO: Planning & Zoning Commission (Local Planning Agency) FROM: Gregory Hines, Planner I SUBJECT: 107 1311 Avenue — Garcia & Arroyo Property Annexation & Rezoning Project No(s): AX-06-21-18 & RZ-21-06-22 ISSUE: Should the Planning & Zoning Commission (P&Z), acting as the Local Planning Agency (LPA), recommend approval for the annexation and rezoning from Orange County R-2 (Residential District) to City of Ocoee R-1 (Single -Family Dwelling) of the property known as the 107 13t" Avenue - Arroyo Property? BACKGROUND: General Location: The property is generally located on the north side of 13t" Avenue approximately 172 feet east of N. Lakewood Avenue and 375 feet north of Wurst Road. Parcel Identification Number(s): 08-22-28-5960-13-120 Property Size: +/- 0.29 acres. Actual land use, proposed land use, and unique features of the subject property: The subject parcel has one (1) existing single-family residence. The Applicant is annexing into the City limits as agreed upon in the intent to annex agreement for water service. The future land use classification of the subject property is as follows: CURRENT PROPOSED Jurisdiction/Future Land Orange County / Low -Density Residential City of Ocoee / Low -Density Residential Use -Joint Planning Area (Up to four dwelling units/acre) (Less than four dwelling units/acre) Land Use Classification The current future land use and zoning classifications of the surrounding properties are as follows: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Orange County / Low Density Orange County / R-2 Residential East Orange County / Low Density Orange County / R-2 Residential South City of Ocoee / Low Density City of Ocoee / R-1 Residential West Orange County / Low Density Orange County / R-2 Residential CONSISTENCY WITH STATE & LOCAL REGULATIONS: P Z Meeting Date: JWy 13, 2021 Project; 107 13'�' Avenue ..- Arroyo IIZroperty Annexation & Rezoning Project Ihlruniber(s): Ax-0 -21-t3 A RZ-21-0 -22 Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits to the south. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Rezoning: The parcel will receive an R-1 (Single -Family Dwelling) zoning classification upon annexation. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report (See attached): The property is located within the Ocoee -Orange County JPA area and is contiguous to the City of Ocoee to the south. The property currently benefits from Ocoee Fire Rescue services via a joint "First Responder" Agreement with Orange County. The property already receives City of Ocoee water service through an associated intent to annex agreement. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On June 29, 2021, the DRC met to determine if the proposed annexation and rezoning were consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning for the Arroyo Property. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation and rezoning from Orange County R-2 (Residential District) to City of Ocoee R- 1 (Single -Family Dwelling) of the property known as the 107 13th Avenue - Arroyo Property. Attachments: Annexation Feasibility Analysis Location Map Zoning Map Future Land Use Map Aerial Map CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-06-21-18 & RZ-21-06-22 APPLICANT NAME: Antonio Garcia & Mariela Arroyo PROJECT NAME: GARCIA & ARROYO PROPERTY — 107 13T" AVENUE This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. a Property Location El.Geneeral Location: The property is generally located on the north side of 13th Avenue approximately 172 feet east of N. Lakewood Avenue and 375 feet north of Wurst Road. 2. Parcel Identification Number: 08-22-28-5960-13-120 3. Street Addresses: 107 13th Avenue 4. Size of Parcels: 0.29 acres Use Characteristics 1. Existin Use: Single -Family Dwelling 2. Proposed use: Single -Family Dwelling 3. Densit / Intensity: N/A 4. Projected Population: N/A D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-2 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1 E. Consistenc 1. Joint Planning Area: Yes 2. Comprehensive Plan: Yes 13 FIRE DEPARTMENT Shawn Sorenson, Fire Marshal 1. Estimated Response Time: 5 Min 2. Distance to Property: 1 mlle 3. Fire Flow Requirements: 1000 gpm DOLICE DEPARTMENT Lt. Scott Nylander, Police 1. Police Patrol Zone / Grid / Area: 1 2. Estimated Response Time: 10 min 3. Distance to Property: 3.5 miles 3. Average Travel Time 10 min Page 1 of 3 FM - Applicant Name: Antonio Garcia & Mariela Arroyo — 107 13th Avenue Project Name: Garcia & Arroyo Property Annexation & Rezoning Case #: AX-06-21-18- & RZ-21-06-22 ECONOMIC VALUE Gregory Hines, Planner I 1. Property Appraiser Taxable Value: $66,959.00 2. Property Appraiser Just Value $66,959.00 3. Estimated City Ad Valorem Taxes: $351.53 4. Anticipated Licenses & Permits: N/A 5. Potential Impact Fees: N/A 6. Total Project Revenues: N/A 1. Within the 100-vear Flood Plain: I No (FIRM MaD Number 12095CO VI. UTILITIES Jen Bolling, Engineering Manager A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Water Main: East side of N Lakewood Ave I 3. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Force Main: 12 Inch Force on N Lakewood Ave at Klinger Ct. 5. Annexation Agreement Needed: No ;. Other 1. Utility Easement Needed: N/A 2. Private Lift Station Needed: N/A 3. Well Protection Area Needed: N/A VII. TRANSPORTATION Gregory Hines, Planner I 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 Page 2 of 3 Applicant Name: Antonio Garcia & Mariela Arroyo — 107 13th Avenue Project Name: Garcia & Arroyo Property Annexation & Rezoning Case M AX-06-21-18- & RZ-21-06-22 I11. PRELIMINARY CONCURRENCY EVALUATION Gregory Hines, Planner 1 At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists. B. Parks / Recreation: At this time, adequate water/sewer capacity exists. C. Water / Sewer: N/A D. Stormwater: At this time, adequate solid waste capacity exists. E. Solid Waste: N/A F. Impact Fees: This property is contiguous with the City Limits and will reduce the area of an enclave; therefore, this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 107 13th Avenue -Garcia & Arroyo Property Location Map ven �[ven- � 4 hkv: Q o � 0 a� t 04 1 tk A e 107 13th Avenue - Garcia & Arroyo Property Surrounding Zoning Map Development Services Department FE Zoning Classification: General Agricultural (A-1) Suburban Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-11A) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Pr#fesS4,nal *ffic8s ?. Neighborhood Shopping Community Commercial INEGeneral Commercial Restricted Manufacturing & Warehousing ENGeneral Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified 10th Avenue LT, A N 0 107 13th Avenue -Garcia & Arroyo Property Aerial Map _< vor iristy Johnson obert Fran.ir STAFF REPORT DATE: July 13, 2021 ornmissioner s Larry Brinson, R,,., District i. Rosemary Wiisen, District Ricbard d I:a`ir, stner, Distr°iet 3 George Giver 111, District 4 TO: Planning & Zoning Commission (Local Planning Agency) FROM: Gregory Hines, Planner I SUBJECT: 5024 Adair Street - Linzey Property Annexation & Rezoning Project No(s): AX-06-21-19 & RZ-21-06-23 ISSUE: Should the Planning & Zoning Commission (P&Z), acting as the Local Planning Agency (LPA), recommend approval for the annexation and rezoning from Orange County A-1 (Citrus Rural District) to City of Ocoee R-1 (Single -Family Dwelling) of the property known as 5024 Adair Street - Linzey Property located at? BACKGROUND: General Location: The property is generally located approximately 1075 feet south of Clarcona Ocoee Road at the southwest corner of the intersection of Adair Street and 4th Avenue. Parcel Identification Number(s): 05-22-28-6052-08-010 Property Size: +/- 0.38 acres. Actual land use, proposed land use, and unique features of the subject property: The subject parcel has one (1) existing single-family residence. The Applicant is annexing into the City limits as agreed upon in the intent to annex agreement for water service. The future land use classification of the subject property is as follows: CURRENT PROPOSED Jurisdiction/Future Land Orange County / Rural City of Ocoee / Low -Density Residential Use -Joint Planning Area (one dwelling unit / 10 acre) (less than one dwelling unit/acre) Land Use Classification The current future land use and zoning classifications of the surrounding properties are as follows: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Orange County / Rural Orange County / A-1 East City of Ocoee / Low Density Residential City of Ocoee / R-1 South Orange Count / Rural Orange Count / A-1 West Orange County / Rural Orange County / A-1 P&Z Meeting Date: duly 13, 2021 Project: 2024 Adair Street— Linzey II°rroperty Annexation & Rezoning Project INurnber(s); Ax-06-21-19 ZRZ-21-06-23 CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the east. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Rezoning: The parcel will receive an R-1 (Single -Family Dwelling) zoning classification upon annexation. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report (See attached): The property is located within the Ocoee -Orange County JPA area and is contiguous to the City of Ocoee to the east. The property currently benefits from Ocoee Fire Rescue services via a joint "First Responder" Agreement with Orange County. The property already receives City of Ocoee water service through its associated intent to annex agreement. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On June 29, 2021, the DRC met to determine if the proposed annexation and rezoning were consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning for the Linzey Property. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation and rezoning from Orange County A-1 (Citrus Rural District) to City of Ocoee R-1 (Single -Family Dwelling) of the property known as 5024 Adair Street - Linzey Property. Attachments: Annexation Feasibility Analysis Location Map Zoning Map Future Land Use Map Aerial Map CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-06-21-19 & RZ-21-06-23 APPLICANT NAME: PROJECT NAME: 5024 ADAIR STREET - LINZEY PROPERTY This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. a Property Location El.Geneeral Location: The property is generally located approximately 1075 feet south of Clarcona Ocoee Road at the southwest corner of the intersection of Adair Street and 4th Avenue. 2. Parcel Identification Number: 05-22-28-6052-08-010 3. Street Addresses: 5024 Adair Street 4. Size of Parcels: 0.38 acres Use Characteristics 1. Existin Use: Single -Family Dwelling 2. Proposed use: Single -Family Dwelling 3. Densit / Intensity: N/A 4. Projected Population: N/A D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: A-1 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1 E. Consistenc 1. Joint Planning Area: Yes 2. Comprehensive Plan: Yes 13 FIRE DEPARTMENT Shawn Sorenson, Fire Marshal 1. Estimated Response Time: 43minutes 2. Distance to Property: Distance from Station #4 (N. Clarke Road) is 2 miles 3. Fire Flow Requirements: 300 gpm DOLICE DEPARTMENT Lt. Scott Nylander, Police 1. Police Patrol Zone / Grid / Area: 5 2. Estimated Response Time: 13 mins 3. Distance to Property: 3.9 miles 3. Average Travel Time 13 minutes Page 1 of 3 FM - Applicant Name: Christopher Linzey— 5024 Adair Street Project Name: 5024 Adair Street — Linzey Property Annexation & Rezoning Case #: AX-06-21-19 & RZ-21-06-23 ECONOMIC VALUE Gregory Hines, Planner 1 1. Property Appraiser Taxable Value: $354,757 2. Property Appraiser Just Value $516,619 3. Estimated City Ad Valorem Taxes: $1862.47 4. Anticipated Licenses & Permits: N/A 5. Potential Impact Fees: N/A 6. Total Project Revenues: N/A 1. Within the 100-vear Flood Plain: I No (FIRM MaD Number 12095CO VI. UTILITIES Jen Bolling, Engineering Manager A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Yes 3. Extension Needed: No 4. Location and Size of Nearest Water Main: 10" Watermain on the East side of Adair St 12" Watermain along the Northern Property line of John Vi netti Park I 3. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: Yes 4. Location and Size of Nearest Force Main: 2" Force main from LS 35 in John Vignetti Park 5. Annexation Agreement Needed: No ;. Other 1. Utility Easement Needed: No 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No C TRANSPORTATION Gregory Hines, Planner I 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 563 Page 2 of 3 Applicant Name: Christopher Linzey— 5024 Adair Street Project Name: 5024 Adair Street — Linzey Property Annexation & Rezoning Case #: AX-06-21-19 & RZ-21-06-23 I11. PRELIMINARY CONCURRENCY EVALUATION Gregory Hines, Planner 1 At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists. B. Parks / Recreation: At this time, adequate water/sewer capacity exists. C. Water / Sewer: N/A D. Stormwater: At this time, adequate solid waste capacity exists. E. Solid Waste: N/A F. Impact Fees: This property is contiguous with the City Limits and will reduce the area of an enclave; therefore, this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 Linzey Property 5024 Adair Stre Location . • ANUMMON n 1149,10 L��i� Linzey Property - Surrounding fl orltla Development Services Department 0 110 220 440 Feet Created: July 2021 aSubject Property Zoning Classification: General Agricultural (A-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling (R-1) One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling (R-3) Mobile Home Subdivision (RT-1) Professional Offices & Services (P-S) Neighborhood Shopping (C-1) Community Commercial (C-2) General Commercial (C-3) Restricted Manufacturing & Warehousing (1-1) General Industrial (1-2) Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) r" Unclassified 5024 Adair Street Zoning Map C Linzey Property - 5024 Adair Street Aerial Map _,ivo ° iisty Jolinsori Q1 Iua_nr a c Robert Fr in fIorida STAFF REPORT DATE: July 13, 2021 Commissioners 1,arry Briiison.. SIB,., District 1 Ilosein arrty Wilsen., District 2 Riclicfr d Firstraer, District 3 George Oliver 111, District 4 TO: Planning & Zoning Commission (Local Planning Agency) FROM: Gregory Hines, Planner I SUBJECT: 403 2°d Street - Amaran Property Annexation & Rezoning Project No(s): AX-06-21-20 & RZ-21-06-24 ISSUE: Should the Planning & Zoning Commission, acting as the Local Planning Agency (LPA), recommend approval for the annexation and rezoning from Orange County R-1 (Single Family Dwelling District) to City of Ocoee R-1A (Single -Family Dwelling) of the property known as 403 2nd Street - Amaran Property? BACKGROUND: General Location: The parcel is located on the east side of 2nd Street, 187 feet north of the E. Silver Star Road. Parcel Identification Number(s): 17-22-28-0000-00-043 Physical Address: 403 2nd Street Property Size: +/- 0.39 acres. Actual land use, proposed land use and unique features of the subject property: The subject parcel has one (1) existing single-family residence. The Applicant is annexing into the City limits as agreed upon in the intent to annex agreement for water service. The future land use classification of the subiect Drooertv is as follows: CURRENT PROPOSED Jurisdiction/Future Land Orange County / Low Density Residential City of Ocoee / R-1A Use -Joint Planning Area (Up to 4 dwelling units/acre) (Less than 4 dwelling units/acre) Land Use Classification The current future land use and zoning classifications of the surrounding properties are as follows: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North Orange County / Low Density Residential Orange County / R-1 East City of Ocoee /Low Density Residential City of Ocoee / R-1A South City of Ocoee / Low Density Residential City of Ocoee / R-1A West City of Ocoee / Low Density Residential City of Ocoee / R-1 Meeting Date. 2rr[y 13, 2021 ProjecU 403 2n l Street a Airnarsn Property AnnexaHo n A Rezonung Project fl umber)s): Ax,-0-21-20 & RZ-21­06-24 CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the north -south. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Rezoning: The parcel will receive an R-1A (Single -Family Dwelling) zoning classification upon annexation. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits, when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report (See attached): Because the property is part of an enclave in the City, it currently benefits from Ocoee Fire Rescue services via a joint "First Responder" Agreement with Orange County. The property already receives City of Ocoee water service through an intent to annex agreement. Summary: The proposed annexation is a logical extension of the City limits, urban services can be provided, and the annexation meets state and local regulations. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On June 29, 2021, the DRC met to determine if the proposed annexation and rezoning was consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning for the Amaran property. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation and rezoning from Orange County R-1 (Single Family Dwelling) to City of Ocoee R-1A (Single -Family Dwelling) of the property known as 403 2nd Street — Amaran Property. Attachments: Annexation Feasibility Analysis Location Map Zoning Map Land Use Map Aerial Map CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER(S): AX-06-21-20 & RZ-21-06-24 APPLICANT NAME: PEDRO AMARAN PROJECT NAME: AMARAN PROPERTY — 403 2ND STREET This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. A. Applicant/Owner 1. Owner (if different from Applicant): Amaran Pedro B. Property Location 1. General Location: The subject properties are located on the east side of 2nd Street and approximately 187 feet north of the W Silver Star Road. 2. Parcel Identification Numbers: 17-22-28-0000-00-043 3. Street Addresses: 403 2nd Street 4. Size of Parcels: Total +/- 0.39 acres C. Use Characteristics 1. Existing Use: Single -Family Dwelling 2. Proposed Use: Single -Family Dwelling 3. Density / Intensity: One Single -Family Dwelling 4. Projected Population: 3 D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-1 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1 E. Consistencv 1. Joint Planning Area Yes 2. Comprehensive Plan: Yes 11.FIRE DEPARTMENT Shawn Sorenson, Fire Marshal 1. Estimated Response Time: 4 minutes 2. Distance to Property: 2 miles 3. Fire Flow Requirements: N/A Page 1 of 3 IV_ EC( Applicant Name: Pedro Amaran — 403 2"d Street Project Name: Amaran Property — 403 2"d Street Annexation & Rezoning Case #: 06-21-20, RZ-21-06-24 .ICE DEPARTMENT Scott Nylander, Lieutenant 1. Estimated Response Time: 1 minute 2. Distance to Property: Approx. 2 miles 3. Police Patrol Zone / Grid / Area: Zone 1 / Grid 105 4. Average Travel Time: 4 minutes )NOMIC VALUE Michael Rumer, City Planner 1. Property Appraiser Taxable Value: $164,713 2. Property Appraiser Just Value $131,589 3. Estimated City Ad Valorem Taxes: $724 4. Anticipated Licenses & Permits: Unknown 5. Potential Impact Fees: N/A 6. Total Project Revenues: Unknown 1. Within the 100-vear Flood Plain: I No A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Potable Water 3. Extension Needed: No 4. Location and Size of Nearest Water Main: Existing City Service B. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: Yes 4. Location and Size of Nearest Force Main: Six Inch Force on Silver Star 5. Annexation Agreement Needed: No C. Other 1. Utility Easement Needed: No 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No Page 2 of 3 Applicant Name: Pedro Amaran — 403 2"d Street Project Name: Amaran Property — 403 2"d Street Annexation & Rezoning Case #: 06-21-20, RZ-21-06-24 kNSPORTATION Michael Rumer, City Planner 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 VIII. PRELIMINARY CONCURRENCY EVALUATION Michael Rumer, City Planner At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists; however, this condition B. Parks / Recreation: may change and will be subject to a concurrency evaluation during the subdivision plan approval process. At this time, adequate water and sewer capacity exists; however, this C. Water / Sewer: condition may change and will be the subject to a concurrency evaluation during the subdivision plan approval process. The applicant will be required to handle the stormwater on -site, according to D. Stormwater: the City Code and the regulations of the St. John's River Water Management District. The applicant will be required to handle the stormwater on -site, according to E. Solid Waste: the City Code and the regulations of the St. John's River Water Management District. F. Impact Fees: Actual impact fees will be calculated during issuance of a Building Permits. Lots are vested from concurrency. G. Public School Both lots are undeveloped. This property is contiguous with the City Limits and will reduce the area of an enclave; therefore, this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 Amaran Property - 403 2nd Street Location Map n r CO z a� Ia) C\1 CO _3� -S st t .,. .�� ..�,. �., '�� ,..mot O Ll LAKE ewe Arnaran Property - 403 2nd Street Surrounding Zoning Map Development Services Department Zoning Classification: General Agricultural (1-1) Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling One- & Two -Family Dwelling Multiple -Family Dwelling Mobile Home Subdivision (RT-1) Pr#fess4inal #ffic6s it, S6ryicd-s (P-S) Neighborhood Shopping (C-1) =Community Commercial (C-2) INEGeneral Commercial (C-3) Restricted Manufacturing & Warehousing ENGeneral Industrial Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified Amaran Property - 403 2nd Street Aerial Map _< vor iristy Johnson obert Fran.ir STAFF REPORT DATE: July 13, 2021 ornmrssioner s Larry Brinson, R,,., District i. Rosemary Wiisen, District Ricbard d I:a`ir, stner, Distr°iet 3 George Giver 111, District 4 TO: Planning & Zoning Commission (Local Planning Agency) FROM: Gregory Hines, Planner I SUBJECT: 128 111 Street - Martinez -Perez Property Annexation & Rezoning Project No(s): AX-06-21-21 & RZ-21-06-25 ISSUE: Should the Planning & Zoning Commission (P&Z), acting as the Local Planning Agency (LPA), recommend approval for the annexation and rezoning from Orange County R-1 (Single Family District) to City of Ocoee R-1A (Single -Family Dwelling) of the property known as 128 1st Street - Martinez -Perez Property? BACKGROUND: General Location: The property is generally located on the west side of 1st Street and is approximately 1124 feet south of E. Silver Star Road. Parcel Identification Number(s): 17-22-28-0000-00-069 Property Size: +/- 1.02 acres. Actual land use, proposed land use, and unique features of the subject property: The subject parcel has one (1) existing single-family residence. The Applicant is annexing into the City limits as agreed upon in the intent to annex agreement for water service. The annexation will eliminate an enclave since the property is surrounded on all sides by the City of Ocoee. The future land use classification of the subject property: CURRENT PROPOSED Jurisdiction/Future Land Orange County / Low -Density Residential City of Ocoee / Low -Density Residential Use -Joint Planning Area (Up to four dwelling units/acre) (Less than four units/acre) Land Use Classification The current future land use and zoning classifications of the surrounding properties: DIRECTION: CURRENT FUTURE LAND USE CURRENT ZONING North City of Ocoee / Low Density City of Ocoee / R-1 Residential East City of Ocoee / Low Density City of Ocoee / PUD-LD Residential South City of Ocoee / Low Density City of Ocoee / R-1A Residential West Orange County / Low Density Orange County / R-1AA Residential P&Z Meeting Date: JWy 13, "tty i Project; 133 V Street . MartinezPeres Il' roperty Annexation A Rezoning Project Il nrnber(s); A -0 -Z1-31 A RZ-31-06-23 CONSISTENCY WITH STATE & LOCAL REGULATIONS: Annexation: With respect to State annexation criteria, Chapter 171.044 of the Florida Statutes grants municipalities the authority to annex contiguous, compact, non -circuitous territory so long as it does not create an enclave. The subject property is considered contiguous to the City of Ocoee since it is bordered by property located within the City limits on the north, south, and east. Joint Planning Area Agreement: The subject property is located within the Ocoee -Orange County Joint Planning Area (JPA) and is being considered for annexation as outlined in the JPA Agreement. Rezoning: The parcel will receive an R-1A (Single -Family Dwelling) zoning classification upon annexation. Comprehensive Plan: The annexation is consistent with the Future Land Use Element Policy 2.5 that states in part, "The City shall consider requests for voluntary annexation into the City when those lands are logical extensions of the existing City limits when services can be properly provided, and when proposed uses are compatible with the City's Comprehensive Plan, the JPA Agreement, and the City's Annexation Policy...." [Emphasis added]. The rezoning is consistent with Future Land Use Element Policy 1.15 that states in part, "The City may assign an initial zoning, after annexation, which is consistent with both the Future Land Use Map and the JPA Agreement." DISCUSSION: Annexation Feasibility & Public Facilities Analysis Report (See attached): The property is located within the Ocoee -Orange County JPA area and is bordered by the City of Ocoee to the north, south, and east. The property currently benefits from Ocoee Fire Rescue services via a joint "First Responder" Agreement with Orange County. The property already receives City of Ocoee water service through an intent to annex agreement. Summary: The proposed annexation results in the elimination of an enclave and is a logical extension of the City limits. Urban services can be provided, and the annexation meets state and local regulations. DEVELOPMENT REVIEW COMMITTEE (DRC) RECOMMENDATION: On June 29, 2021, the DRC met to determine if the proposed annexation and rezoning were consistent with the City's regulations and policies. When the discussion was finished, the DRC voted unanimously to recommend approval of the annexation and rezoning for 128 1st Street - Martinez -Perez Property. STAFF RECOMMENDATION: Based on the above analysis and the subsequent DRC recommendation, staff recommends that the Planning & Zoning Commission, acting as the Local Planning Agency, recommend approval of the annexation and rezoning from Orange County R-1 (Single Family District) to City of Ocoee R-1A (Single -Family Dwelling) of the property known as 128 1st Street - Martinez -Perez Property. Attachments: Annexation Feasibility Analysis Location Map Zoning Map Future Land Use Map Aerial Map CITY OF OCOEE ANNEXATION FEASIBILITY ANALYSIS CASE NUMBER: AX-06-21-21 & RZ-21-06-25 APPLICANT NAME: Jose Guillermo Martinez -Perez PROJECT NAME: 128 1ST STREET - MARTINEZ-PEREZ PROPERTY This form is used to evaluate annexation requests to determine the feasibility of providing urban services to individual properties. Each department has filled in the appropriate section and the findings are summarized below. a Property Location El.Geneeral Location: The property is generally located on the west side of 1 st Street and is approximately 1124 feet south of E. Silver Star Road. 2. Parcel Identification Number: 17-22-28-0000-00-069 3. Street Addresses: 128 1 St Street 4. Size of Parcels: 1.02 acres Use Characteristics 1. Existin Use: Single -Family Dwelling 2. Proposed use: Single -Family Dwelling 3. Densit / Intensity: N/A 4. Projected Population: N/A D. Zoning and Land Use 1. Orange County Future Land Use: Low Density Residential 2. Orange County Zoning: R-1 3. Existing Ocoee Future Land Use: Low Density Residential 4. Proposed Ocoee Zoning: R-1A E. Consistenc 1. Joint Planning Area: Yes 2. Comprehensive Plan: Yes 13 FIRE DEPARTMENT Shawn Sorenson, Fire Marshal 1. Estimated Response Time: 4 minutes 2. Distance to Property: 2 miles 3. Fire Flow Requirements: N/A DOLICE DEPARTMENT Lt. Scott Nylander, Police 1. Police Patrol Zone / Grid / Area: 1 minute 2. Estimated Response Time: Approx. 2 miles 3. Distance to Property: Zone 1 / Grid 105 3. Average Travel Time 4 minutes Page 1 of 3 Applicant Name: Jose Guillermo Martinez -Perez — 128 1st Street Project Name: 128 1st Street— Martinez -Perez Property Annexation & Rezoning Case #: AX-06-21-21 & RZ-21-06-25 ECONOMIC VALUE Gregory Hines, Planner l 1. Property Appraiser Taxable Value: $354,757 2. Property Appraiser Just Value $516,619 3. Estimated City Ad Valorem Taxes: $1862.47 4. Anticipated Licenses & Permits: N/A 5. Potential Impact Fees: N/A 6. Total Project Revenues: N/A 1. Within the 100-vear Flood Plain: I No (FIRM MaD Number 12095CO VI. UTILITIES Jen Bolling, Engineering Manager A. Potable Water 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: Potable Water 3. Extension Needed: No 4. Location and Size of Nearest Water Main: Existing City Service C IE 3. Sanitary Sewer 1. In Ocoee Service Area: Yes 2. City Capable of Serving Area: No 3. Extension Needed: Yes 4. Location and Size of Nearest Force Main: Six Inch Force on Silver Star 5. Annexation Agreement Needed: No ;. Other 1. Utility Easement Needed: No 2. Private Lift Station Needed: No 3. Well Protection Area Needed: No VII. TRANSPORTATION Gregory Hines, Planner I 1. Paved Access: Yes 2. ROW Dedication: No 3. Traffic Study: No 4. Traffic Analysis Zone: 568 Page 2 of 3 Applicant Name: Jose Guillermo Martinez -Perez — 128 1st Street Project Name: 128 1st Street— Martinez -Perez Property Annexation & Rezoning Case #: AX-06-21-21 & RZ-21-06-25 I11. PRELIMINARY CONCURRENCY EVALUATION Gregory Hines, Planner 1 At this time, adequate transportation capacity exists. A. Transportation: At this time, adequate park/recreation capacity exists. B. Parks / Recreation: At this time, adequate water/sewer capacity exists. C. Water / Sewer: N/A D. Stormwater: At this time, adequate solid waste capacity exists. E. Solid Waste: N/A F. Impact Fees: This property is contiguous with the City Limits and will reduce the area of an enclave; therefore, this annexation is consistent with CH. 171.043 (1) & (2), Florida Statutes. Page 3 of 3 Martinez -Perez Property - 128 1st Street Location Map A Ao —_ 4-a r.as4-a 8 El �a� �r�' ,L4 o � e K O � O ° ° O t eet r t er i Ci c IEI �D FE 5 � 9 ;� o 12 Martinez -Perez Property - 128 1st Street Surrounding Zoning Map Development Services Department I I Im Fd=-- Zoning Classification: General Agricultural Suburban (A-2) Single -Family Dwelling (R-1AAA) Single -Family Dwelling (R-1AA) Single -Family Dwelling (R-1A) Single -Family Dwelling One- & Two -Family Dwelling (R-2) Multiple -Family Dwelling Mobile Home Subdivision (RT-1) Pr#fess4inal #ffic6s it, S6ryicd-s (P-S) Neighborhood Shopping (C-1) =Community Commercial INEGeneral Commercial (C-3) Restricted Manufacturing & Warehousing MINGeneral Industrial Commercial (PUD) Low Density (PUD) Medium Density (PUD) High Density (PUD) Public Use (PUD) Unclassified C Development Services Department Created: July 2021 Martinez -Perez Property - 128 1st Street Surrounding Future Land Use Map it oil PM.M.1 pal Ill Martinez -Perez Property - 128 1st Street Aerial Map The following information is respectfully submitted to the Honorable Mayor and City Commission in order to provide general information about public and private development in the City of Ocoee. Please feel free to contact City Planner Rumer at ext. 1018 for additional information or questions. District I— Larry Brinson, Sr. Project Name & General Location Project Description Status DRC Meeting October 7th, 13TH AVENUE LOT 4 - HS 2020; Planning & Zoning CONSTRUCTION LLC meeting October 13th, PROPERTY Annexation & Rezoning from "Orange "City 2020; City Commission 1st Reading November 3rd, 13t"Avenue, Lot County" Single Family Dwelling (R-1) to 2020; City commission 2 nd Parcel # 06-22-28-2856-08-000 of Ocoee" Single Family g y Dwelling (R-1 ) Reading November 17th, 11.73acres 2020; approved at the Commission District 1— Larry Brinson, Sr. November 17, 2020, City Commission meeting 54 REWIS STREET Rezoning from City of Ocoee R-1 to City of DRC meeting May 4t"; Planning & Zoning meeting May 11 , 1 St 54 Rewis Street Ocoee PUD Reading City Commission Parcel # 18-22-28-7900-05-051 Small Scale Comprehensive Plan meeting May , 2 Reading 0.25 acres Amendment from Low -Density Residential to City Commission meeting June Commission District 1—Larry Brinson, Sr. Commercial 1 5th. 27713TH AVENUE - DE annexation and Rezoning from "Orange "City DRC Meeting June 1, 2021; Planning & Zoning Commission LATORRE PROPERTY County" R-2 (Single Family) to of meeting June 8, 2021: City h 27713 Avenue Ocoee" R-1 (Single -Family Dwelling) of the ( g y g) Commission meeting 1st Parcel # 08-22-28-5960-15-120 property known as the De La Torre Property Reading July 20, 201; City 0.17acres located at 277 13 Avenue. Commission meeting 2nd Commission District 1— Larry Brinson, Sr Reading August 3, 2021 FOUNTAINS WEST COMMONS PLAT (AKA SUMMIT SELF STORAGE) 255 Fountains West Blvd. 3 Lot Commercial Plat. A replat of Lot 8, Placed on hold by Applicant Fountains West Parcel # 06-22-28-2856-08-000 11.73 acres Commission District 1— Larry Brinson, Sr. 1 1 Pao GREENS AT FOREST LAKE PHASE 1 & 2 2291 West Road Large Scale Parcel # 05-22-28-0000-00-017 Preliminary/Final Subdivision Plan is Under Construction 14.10 acres proposing a 198-unit two-story Townhome West Road with a max living area of 1,500 SF. Parcel # 05-22-28-0000-00-043 14.97 acres Commission District 1— Larry Brinson, Sr. GREENS AT FOREST LAKE PHASE 2 2291 West Road Parcel # 05-22-28-0000-00-017 Plat Recorded on Feb 8th 14.10 acres Plat West Road Parcel # 05-22-28-0000-00-043 14.97 acres Commission District 1— Larry Brinson, Sr. DRC Meeting May 4th; Planning GUERRERO PROPERTY & Zoning meeting May 11th; 1St 102 Wurst Road Annexation and Rezoning from "Orange Reading City Commission Parcel # 08-22-28-5956-12-090 County" R-2 (Single Family) to "City of meeting May 18th; 2nd Reading 0.17acres Ocoee" R-1 (Single Family Dwelling) City Commission meeting June Commission District 1— Larry Brinson, Sr 15th. GUERRERO PROPERTY DRC meeting December 1, 1411 N. Lakewood Ave. Annexation & Rezoning from "Orange 2020; Planning & Zoning Parcel # 08-22-28-5956-12-120 County" Single Family Dwelling (R-2) to "City meeting December 8, 2020; 0.17acres of Ocoee" Single Family Dwelling (R-1) City Commission meeting TBD Commission District 1— Larry Brinson, Sr INNOVATION MONTESSORI SCHOOL PHASE 3 Final Large -Scale Site Plan for Innovation Montessori from a Pre-K through 8th grade, 1st Review DRC comments 1610 N Lakewood Ave. with a student capacity of 800 students to a sent out on Feb 12th; awaiting Parcel # 07-22-28-0000-00-054 Pre-K through High School with a school resubmittal for 2r,d Review 20.16 acres capacity of 1088 students. Commission District 1— Larry Brinson, Sr. NICOLE BLVD SUBDIVISION Nicole Boulevard Preliminary/Final Site Plan, 19 single-family Parcel # 08-22-28-0000-00-045 lots (2,700 sf House Pad: Includes Placed on hold by Applicant 6.19 acres accessory structures and sidewalks) Commission District 1— Larry Brinson, Sr. OCOEE VILLAGE CENTER ALLURE Large Scale Preliminary/Final Subdivision May 12th, 2020 Planning & Plan for 320 Unit Apartments, four (4) — Zoning meeting; DRC meeting Clarcona Ocoee Road 101,000 SF, four-story Residential Buildings May 7th, 2020; City Parcel # 05-22-28-0000-00-040 and one (1) — 10,000 SF, single -story Commission meeting October 15.63 acres Pool/Clubhouse 6th, 2020; awaiting resubmittal Commission District 1— Larry Brinson, Sr. OCOEE VILLAGE CENTER May 12th, 2020 Planning & SOUTHEAST COMMERCIAL Preliminary/Final Subdivision Plan for a Zoning meeting; DRC meeting 10711 N Lakewood Ave 4,650 SF Gas Station/Convenience Store, a May 7th, 2020; City Parcel # 05-22-28-0000-00-004 14,000 SF Retail/Restaurant Building, and a Commission meeting October 4.7acres 4000 SF Quick Service Restaurant 6th, 2020; awaiting resubmittal Commission District 1— Larry Brinson, Sr. OCOEE VILLAGE CENTER TOWNHOMES May 12th, 2020 Planning & Large Scale Preliminary/Final /Final Subdivision Zoning meeting; DRC meeting 10711 NLakewood Ave g �' May 7th, 2020; City Parcel # 05-22-28-0000-00-004 Plan for 232 — 2 story Townhome units Commission meeting October 34.48 acres 6th, 2020; awaiting resubmittal Commission District 1— Larry Brinson, Sr. PROGRESS COMMERCE PARK 1290 Ocoee Apopka Road Annexation, Large Scale Comprehensive Parcel # 07-22-28-0000-026 Plan Amendment from Low -Density 24.95 acres Residential to Light Industrial; Joint Planning Area Text Amendment, Rezoning to PUD, Under 1st Review Pine St Large Scale Preliminary Site Plan for up to Parcel # 07-22-28-0000-00-096 480,500 SF of Light IndustrialMarehouse 13.01 acres uses located within six (6) buildings. Commission District 1— Larry Brinson, Sr. WEST ORANGE PARK DRC meeting May 4tn; Planning PROPERTIES VII LLC Annexation and Rezoning from "Orange & Zoning meeting May 11th; 1st 2100 West Road Reading City Commission County" A-1 (Rural/Agricultural) to "City of meetin 18i; 2nd Reading Parcel # 06 22 28 0000 00 048 Ocoee" C-2 (Community Commercial) g Ma y ng 3.08 acres City Commission meeting June Commission District 1— Larry Brinson, Sr. 15th 437 2ND STREET - OCOEE DRC meeting June 1, 2021; RENTALS TRUST PROPERTIES Annexation and Rezoning from Orange Planning & Zoning County R-1 (Single Family) to City of Ocoee Commission meeting June 437 2nd Street R-1 (Single -Family Dwelling) of the property 8, 2021; City Commission Parcel # 17-22-28-3624-01-140 known as the Ocoee Rentals Trust Property 1st Reading July 20, 2021; 0.25 acres located at 436 3rd Street City Commission 2nd Commission District 2—Rosemary Wilson Reading August 3, 2021 437 2ND STREET - OCOEE DRC meeting May 4tn; RENTALS TRUST PROPERTIES Annexation and Rezoning from "Orange Planning & Zoning County" R-1 (Single Family) to "City of Commission meeting June 437 2nd Street Ocoee" R-1 (Single -Family Dwelling) of the 8, 2021; City Commission Parcel # 17-22-28-3624-01-140 property known as the Ocoee Rental Trust 1st Reading July 20, 2021; 0.26 acres Property located at 437 2nd Street City Commission 2nd Commission District 2 — Rosemary Wilson Reading August 3, 2021 3 1 Pa g e DRC Meeting October 7th, 438 2ND STREET - OCOEE 2020; Planning & Zoning meeting October 13th, RENTALS TRUST PROPERTIES Annexation & Rezoning from "Orange 2020; City Commission 1st 4382nd Street County" Single Family Dwelling (R-1) to "City Reading November 3rd 2nd Parcel# 17-22-28-3624-01-040 of Ocoee" Single Family Dwelling (R-1) Reading November 17th; 0.15 acres approved at the November Commission District 2— Rosemary Wilson 17th City Commission Meeting 499 2ND STREET - OCOEE DRC meeting May 4th; RENTALS TRUST PROPERTIES Annexation and Rezoning from "Orange "City Planning & Zoning County" R-1 (Single Family) to of Commission meeting June 499 2nd Street Ocoee" R-1 (Single -Family Dwelling) of the 8, 2021; City Commission Parcel # 17-22-28-3624-01-056 property known as the Ocoee Rental Trust 1st Reading July 20, 2021; 0.75 acres Property located at 499 2nd Street. City Commission 2nd Commission District 2— Rosemary Wilson Reading August 3, 2021 501 2ND STREET - LABBAN Annexation and Rezoning from "Orange DRC meeting June 1, 2021; Planning &Zoning PROPERTY County" R-1 (Single Family) to "City of Commission meeting June 5012nd Street Ocoee" R-1 (Single -Family Dwelling) of the 85 City Commission Parcel # 17-22-28-0000-00-055 property known as the Labban Property located at 501 2nd Street t2021; 1 Reading July 20, 2021; 0.25 acres City Commission 2nd District 2— Rosemary Wilson Reading August 3, 2021 502 3RD STREET -OCOEE DRC meeting June 1, 2021; RENTALS TRUST PROPERTIES Annexation and Rezoning from Orange Planning & Zoning County R-1 (Single Family) to City of Ocoee Commission meeting June 502 3rd Street R-1 (Single -Family Dwelling) of the property 8, 2021; City Commission Parcel # 17-22-28-0000-00-139 known as the Ocoee Rentals Trust Property 1st Reading July 20, 2021; 0.24 acres located at 502 3rd Street City Commission 2nd Commission District 2— Rosemary Wilson Reading August 3, 2021 503 2ND STREET - OCOEE DRC meeting May 4, 2021; RENTALS TRUST PROPERTIES Annexation and Rezoning from "Orange "City Planning & Zoning County" R-1 (Single Family) to of Commission meeting June 503 2nd Street Ocoee" R-1 (Single -Family Dwelling) of the 8, 2021; City Commission Parcel # 17-22-28-3624-01-086 property known as the Ocoee Rental Trust 1st Reading July 20, 2021; 0.75 acres Property located at 503 2nd Street City Commission 2nd Commission District 2 — Rosemary Wilson Reading August 3, 2021 5043RDSTREET -OCOEE DRC meeting June 1, 2021; RENTALS TRUST PROPERTIES Annexation and Rezoning from "Orange "City Planning & Zoning County" R-1 (Single Family) to of Commission meeting June 503 2nd Street Ocoee" R-1 (Single -Family Dwelling) of the 8, 2021; City Commission Parcel # 17-22-28-3624-01-086 property known as the Ocoee Rentals Trust 1st Reading July 20, 2021; 0.76 acres Property located at 504 3rd Street City Commission 2nd Commission District 2— Rosemary Wilson Reading August 3, 2021 4 1 P 518 2ND STREET - OCOEE DRC meeting June 1, 2021; RENTALS TRUST PROPERTIES Annexation and Rezoning from "Orange "City Planning & Zoning County" R-1 (Single Family) to of Commission meeting June 503 2nd Street Ocoee" R-1 (Single -Family Dwelling) of the 8, 2021; City Commission Parcel # 17-22-28-3624-02-070 property known as the Ocoee Rental Trust 1st Reading July 20, 2021; 0.15 acres Property located at 518 2nd Street City Commission 2nd Commission District 2 — Rosemary Wilson Reading August 3, 2021 5291 ST STREET - AP & AG INVESTMENT GROUP Annexation and Rezoning from "Orange DRC meeting May 4th; 1st PROPERTY County" R-1 (Single Family) to "City of reading City Commission 5291st Street Ocoee" R-1 (Single -Family Dwelling) of the meeting May 18t"; 2nd Parcel # 17-22-28-3624-03-180 property known as the AP & AG Investment Reading City Commission 0.15 acres Group Property located at 529 1st Street meeting June 15t" Commission District 2 — Rosemary Wilson DRC Meeting October 7th, 541 1ST STREET -RENTAL 2020; Planning & Zoning meeting October 13th, TRUST PROPERTIES Annexation & Rezoning from "Orange 2020; City Commission 1st 541 1st Street County" Single Family Dwelling (R-1) to "City Reading November 3rd, 2nd Parcel# 17-22-28-3624-03-160 of Ocoee" Single Family Dwelling (R-1) Reading November 17th; 0.19acres approved at the November Commission District 2— Rosemary Wilson 17t" City Commission Meeting 606 SOUTH BLUFORD AVE. WAREHOUSE AND OFFICE 606 South Bluford Ave. Small Scale Site Plan, 10,000 SF Building Awaiting pre -construction Parcel # 17-22-28-6144-04-401 meeting 1.1 acres Commission District 2 — Rosemary Wilson 1417 CENTER STREET - LETO VACATE 1417 Center Street Vacating the left side of the property line Under Vacate Review Parcel # 16-22-28-8037-00-540 0.30 acres Commission District 2 — Rosemary Wilsen DRC meeting October 7th, CALLEJAS PROPERTY - 506 2020; Planning & Zoning meeting October 13th, 2020; 2ND STREET Annexation & Rezoning from "Orange City Commission 1st 506 2nd Street County" Single Family Dwelling (R-1) to "City Reading November 3rd, 2nd Parcel# 17-22-28-3624-02-010 of Ocoee" Single Family Dwelling (R-1) Reading November 17th; 0.59acres approved at the November Commission District 2— Rosemary Wilsen 17t" City Commission Meeting; CAMPOS PROPERTY - 511 Planning & Zoning meeting WHITTIER AVENUE Annexation &Rezoning from "Orange December 8, 2020; City 511 Whittier Avenue Parcel # 17-22-28-3624-02-221 County" Single Family Dwelling (R-1) to "City Commission meeting 1st reading January 5, 2021; City 0.59 acres of Ocoee" Single Family Dwelling (R-1) Commission meeting 2nd Commission District 2 — Rosemary Wilsen Reading January 19, 2021 51 Page CITY CENTER WEST ORANGE, PARCEL 1, PHASE IV, LOT 4A 21d Review Comments sent on 251 Main Street Small Scale Site Plan, two-story 20,000 SF June 18th, 2019: Awaiting Parcel # 20-22-28-0000-00-015 office/retail building resubmittal for 3rd Review 11.92 acres Commission District 2 — Rosemary Wilsen CRYSTAL INVESTMENTS 1414 e. Silver Star Road Rezoning property to Original PUD to Allow Parcel # 16-22-28-0000-00-042 professional office and retail. Property On hold by Applicant 1.73acres currently zoned PUD (ALF) Commission District 2 — Rosemary Wilsen LAKE LOTTA 714 White Road Substantial amendment to the PUD / Parcel # 21-22-28-0000-00-021 Rezoning to PUD — Proposed 300 Unit 61.16acres Apartment, 186 Townhomes, 138-unit Single Application Withdrawn Jacob Nathan Blvd Family Homes — 6.6 acres of commercial on Parcel # 21-22-28-0000-00-029 a 69-acre parcel 8.12 acres Commission District 2 — Rosemary Wilsen DRC meeting October 7th, MOHAMMED PROPERTY - 533 2020; Planning & Zoning meeting October 13th, 2020; 1ST STREET Annexation and Rezoning from "Orange City Commission 1st 5331st Street County" Single Family (R-1) to "City of Reading November 3rd 2nd Parcel# 17-22-28-3624-03-170 Ocoee" Single Family Dwelling (R-1) Reading November 17th; 0.16acres Approved at the November Commission District 2— Rosemary Wilsen 17th City Commission meeting THE OAKS AT OCOEE 35 Rewis Street 55 Rewis Street Comprehensive Plan Amendment from Low- 38 E. Silver Star Road Density Residential to Medium Density 50 E. Silver Star Road residential 1 st Review comments sent on Parcel # 18-22-28-4100-00-020 August 13th, 2020; awaiting Parcel # 18-22-28-2100-00-030 Rezoning From R-1AA to PUD for a 53 unit resubmittal for 2" d Review Parcel # 18-22-28-0000-00-064 townhome development Parcel # 18-22-28-0000-00-065 6.63 acres Commission District 2 — Rosemary Wilsen VMG OFFICE BUILDING FKA 4 LOCOS TACO REVISIONS 101 W. Silver Star Road Small Scale Site Plan, two-story 6,300 S.F 2" d Review comments sent on Parcel # 18-22-28-4100-00-171 Office Building December 14, 2020; awaiting 0.61 acres resubmittal for 3rd Review Commission District 2 — Rosemary Wilsen WEST ORANGE MEDICAL CENTER Annexation, Small Scale Comprehensive 3462 Old Winter Garden Road Plan Amendment from low density Approved at the April 21 st, Parcel #29-22-28-0000-00-036 Residential to Commercial, and Rezoning 2020, City Commission 3442 Old Winter Garden Road from "Orange County" R-1 AAA to "City of meeting Parcel #29-22-28-0000-00-028 Ocoee" PD Commercial 1.21 acres Commission District 2 — Rosemary Wilsen WEST OAKS SELF STORAGE AND OFFICE / SHOPPES AT WEST OAKS PD 9000 W. Colonial Drive Parcel # 27-22-28-8005-00-040 4.1 acres Commission District 2 — Rosemary Wilsen 409 OCOEE APOPKA ROAD PUD 409 Ocoee Apopka Road Parcel # 18-22-28-0000-00-056 4.76 acres Commission District 3 — Richard Firstner 901 E. CROWN POINT RD. AKA Rezoning from Community Commercial to Planned Development Under Construction DRC meeting on May 4th; Planning & Zoning meeting Annexation & Rezoning to Planned Unit May 11th; 1st Reading City Development (PUD) Commission May 18th; 2nd Reading City Commission June 15tt ALL AMERICAN BARRICADES 901 E. Crown Point Rd. Large Scale Preliminary! Final Site Plan, Parcel # 12-22-27-0000-00-081 29,775 SF of Office/Warehouse Building Under Construction 2.4 acres Commission District 3 — Richard Firstner ARYA 868 Roberson Road Parcel # 31-22-28-0000-00-005 10.29 acres Commission District 3 — Richard Firstner BARKERITAVILLE AKA PET PARADISE Parcel # 18-22-28-0000-00-006 8.13 acres Commission District 3 — Richard Firstner CEMEX 450 Ocoee Apopka Road Parcel # 18-22-28-0000-00-006 11.23 acres Commission District 3 — Richard Firstner Large Scale Preliminary/Final Site Plan for a 203,270 four-story total building area Under Construction Independent Living Facility DRC meeting May 4t'; Planning & Zoning meeting May 11th; 1st Substantial Amendment to the Zoning Uses Reading City Commission and Land Use Plan for Barkeritaville PUD meeting May 18th; 2nd Reading City Commission meeting June 15tt Large Scale Preliminary Site Plan for a Awaiting resubmittal for 2nd 1,750 SF office Building, 7,320 SF Shopping Building, and other associated components review COMFORT INN - MAINSTAY SUITES DRC meeting May 7th, 2020; 11401 W. Colonial Dr. Preliminary/Final Large -Scale Site Plan fora Planning & zoning meeting Au Parcel # 19-22-28-0000-00-007 six -story 74,657s.f. hotel with 120 rooms gust 11 ,City Commission 945 Marshall farms Rd. meeting August 18 . Under 3 Parcel# 19-22-28-0000-00-008 review Commission District 3 — Richard Firstner 71P0 1 st Review comments sent on CROSSING AT MAGUIRE November 12, 2020; Under 2nd 2647 Maguire Road Annexation from Orange County to City of Review; DRC meeting held Parcel # 31-22-28-0000-00-012 Ocoee February 2nd; Planning & Commission District 3 — Richard Firstner Zoning meeting February 9, 2021 CROSSING AT MAGUIRE 1st Review comments sent on 2647 Maguire Road Rezoning of 2647 Maguire Rd from Orange November 12, 2020; under 2nd Parcel # 31-22-28-0000-00-012 County A-1 to Ocoee PUD and Rezoning of Review; DRC meeting held on 2663 Maguire Road 2663 Maguire Rd from P-S to PUD February 2nd; Planning & Parcel# 31-22-28-0000-00-023 Zoning meeting February 9, Commission District 3 — Richard Firstner 2021 1 st Review comments sent on CROSSING AT MAGUIRE Small Scale Comprehensive Plan November 12, 2020; under 2nd 2663 Maguire Road Amendment from "City of Ocoee" Review; DRC meeting held on Parcel# 31-22-28-0000-00-023 Professional Office to "City of Ocoee" PD February 2nd; Planning & Commission District 3 — Richard Firstner Commercial Zoning meeting February 9, 2021 FIRST CHOICE DOOR AND MILLWORK Small Scale Site Plan for a 4,000 SF 1 st Review comments sent out 393 Enterprise Street detached storage building and associated on May 6, 2021; Under 2nd Parcel# 19-22-28-9153-02-601 parking and utility improvements review 1.26 acres Commission District 3 — Richard Firstner FLOORING AMERICA STORAGE BUILDING Awaiting Pre -Construction 10885 W. Colonial Dr. Small Scale Site Plan for a 13,700 SF one- meeting; Plan approved for Parcel# 20-00-08-0000-00-037 story building Construction, 2.94 acres Commission District 3 — Richard Firstner DRC Meeting October 7th, 2020; Planning & Zoning FLORES PROPERTY - 720 N. meeting October 13th, LAKEWOOD AVENUE Annexation & Rezoning from "Orange 2020; City Commission 1st 720N. Lakewood Avenue County" Single Family Dwelling (R-1A) to Reading November 3rd, Parcel# 18-22-28-0000-00-066 "City of Ocoee" Single Family Dwelling (R- 2020; City commission 2nd 8.14acres 1A) Reading November 17th, Commission District 3 — Richard Firstner 2020; Approved at the November 17th City Commission Meeting HEICHEL PLUMBING 1340 Marshall Farms Road Small Scale Site Plan for a 16,500 SF one - Parcel# 30-22-28-0000-00-001 story OfficeMtarehouse Under Construction 7.51 acres Commission District 3 — Richard Firstner 81 Page INSPIRATION TOWN CENTER Large Scale Preliminary/Final Site plan, 90 AND LUXURY HOMES luxury townhouses, with four commercial 820 Tomyn Blvd buildings consisting of a preschool, with Parcel # 30-22-28-0000-00-017 office and retail space Under Construction Maguire Road Building 1 (one-story pre-school) = 13,681 sf Parcel # 30-22-28-0000-00-004 Building 2 (one-story office/retail = 12,600 sf 16.87 acres Building 3 (two-story office/retail = 42,350 sf Commission District 3- Richard Firstner Building 4 (one-story retail) = 3,591 sf LAKE LILY 2802 Old Winter Garden Road Large Scale Preliminary Site Plan for 400 1 st review comments sent an Parcel # 29-22-28-0000-00-007 Luxury Multifamily Rental Units October 8th, 2020, under 2 d 16.61 acres review Commission District 3 - Richard Firstner LEGACY LIFESTYLES SENIOR HOUSING OF OCOEE 934 Roberson Road 3-story 112,259 square foot Assisted Living Approved for construction on Parcel # 31-22-28-0000-00-051 Facility on 6.77-acre Parcel 1 February 10th, 2018. 17.05 acres Commission District 3 - Richard Firstner LIVING WATERS HOUSE OF PRAYER 1 st Review Comments sent on 336 Franklin St. 2-story Church Building March 5th, 2020; awaiting Parcel# 18-22-28-8064-00-411 resubmittal. .37 acres Commission District 3 - Richard Firstner OCOEE CORNERS COMMERCIAL DEVELOPMENT PHASE 2 AND SONNY'S BBQ AKA MAGUIRE AND HWY 50 RETAIL Small Scale Site Plan creating four lots, Lot 11030 w Colonial Dr one (1) to include a proposed 4,994 sf Parcel# 30-22-28-0000-00-020 Sonny's BBQ standalone restaurant and Approved for Construction; 7.33 acres future building, Lot 2 has two (2) existing Pre -Construction meeting held 1535 Maguire Rd buildings that were constructed under the on January 19, 2021 Parcel# 30-22-28-0000-00-030 Maguire and HWY 50 Retail Site plan; Lot 3 4.50 acres & 4 will create open lots. W Colonial Dr Parcel# 30-22-28-0000-00-061 .01 acres Commission District 3 - Richard Firstner OCOEE VILLAGE Large Scale Final Site Plan Revision, 1 st Review Comments for the Franklin Street s Proposed four (4) Two -Story Buildingwith Revision sent on April 1 st, Parcel # 18-22-28-0000-00-025 39100 SF Office Space and 33100 2020; Currently under FDOT 5.77acres ,, Retail. Approved Clear and Grub Permit review; awaiting resubmittal for 2nd Commission District 3 -Richard Firstner review revision. PARK AT 429 LOT 1 529 East Crown Point Road Parcel# 13-22-27-6649-01-0000 Platting two (2) Lots Under 3,d Review 4.48 acres Commission District 3 - Richard Firstner PRUITT HEALTH 870 Tomyn Blvd Substantial Amendment to the PUD for a DRC Comments sent on May Parcel#30-22-28-2861-01-0000 Nursing Facility 7, 2021; awaiting resubmittal 10.73 acres for 2"d review Commission District 3 — Richard Firstner RUSTEAK 11077 Roberson Road Small Scale Site Plan for a 14,116 S.F one - Parcel #31-22-28-0000-00-014 story restaurant Approved for Construction 2.93 acres Commission District 3 — Richard Firstner SYSCO 200 Story Road Parcel # 19-22-28-0000-00-028 Small Scale Site Plan for a 64,606 sf Food �..> 210 Story Road Distribution Facility Under Construction Parcel# 19-22-28-0000-00-039 30.89-acre Commission District 3 — Richard Firstner WAL-MART 10500 W. Colonial Drive Parcel # 29-22-28-8940-00-010 6,500 SF Retail Clinic Expansion Approved for Construction 21.79 acres Commission District 3 — Richard Firstner WAYNE AUTOMATIC FIRE SPRINKLER 222 Capitol Court Expansion of existing Office Building and Parcel# 19-22-28-9153-01-800 associated parking lot Under Construction 3.389 acres Commission District 3 — Richard Firstner 8667 A.D. MIMS ROAD— Annexation and Rezoning from "Orange DRC Meeting June 1, 2021; COVINGTON HOLDINGS LLC County" A-1 (Rural/Agricultural) to "City of Planning & Zoning Commission Ocoee" A-1 General Agricultural) of the meeting June 8, 2021: City 8667 A.D. Mims Road ( g � Commission meeting 1st Parcel # 10-22-28-0000-00-004 property known as the Covington Holdings Reading July 20, 2021; City 9.94 acres LLC Property located at 8667 A.D. Mims Commission meeting 2"d Commission District 4 George Oliver, 111 Road Readina Auaust 3. 2021 ARDEN PARK NORTH PHASE 5 9723 Clarcona Ocoee Road Large Scale Preliminary/Final Subdivision Parcel #104-22-28-0000-00-001 Plan, 89 single-family homes Under Construction 22.88 acres Commission District 4 - George Oliver, 111 ARDEN PARK NORTH PHASE 5 PLAT 9723 Clarcona Ocoee Road Parcel # 04-22-28-0000-00-001 22.88 acres Commission District 4 - George Oliver, 111 Plat for the Arden Park North Phase 5 Subdivision for 89 lots Plat approved at the October 20t" City Commission meeting 10 1 Pao ARDEN PARK CLARKE ROAD EXTENSION 9723 Clarcona Ocoee Road Parcel #04-22-28-0000-00-001 Large Scale Preliminary/Final Subdivision Plan, Clarke Road Improvements Under Construction 22.88 acres Commission District 4 — George Oliver, 111 ARDEN PARK NORTH PHASE 6 9723 Clarcona Ocoee Road Non -Substantial Amendment to the PUD — Approved at the April 21st, Parcel # 33-21-28-0010-06-041 Rezoning to increase the number of Units 2020, City Commission 15.23 acres from 60 to 64 meeting Commission District 4 — George Oliver, 111 ARDEN PARK NORTH PHASE 6 9723 Clarcona Ocoee Road Parcel # 33-21-28-0010-06-041 Preliminary/Final Large Scale Subdivision Approved for Construction Plan 15.23 acres Commission District 4 — George Oliver, 111 LAKE MEADOW LANDING (F.K.A ARDEN LANDING; CIARA PLACE / F.K.A. VILLA ROMA) Large Scale Preliminary/Final Subdivision Approved for Construction on 2121 North Clarke Road Plan, 88-unit 1391 sf (per unit) residential , March 15, 2021 Parcel # 04-22-28-0000-00-048 townhomes with a 2,400-sf clubhouse 21.05 acres Commission District 4 — George Oliver,111 LAKE MEADOW LANDING NEW PROJECT (F.K.A. ARDEN LANDING; CIARA end review comments senton PLACE / F.K.A. VILLA ROMA) Platting 79 lots for townhomes June 2, 2021; awaiting 2121 North Clarke Road resubmittal; City Commission Parcel # 04-22-28-0000-00-048 Consent item on June 15, 2021 21.05 acres Commission District 4 — George Oliver, 111 Planning & Zoning meeting OCOEE LANDINGS June 9th, 2020; City COMMERCIAL Commission meeting 1st Substantial Amendment to the PUD in order Reading July 21 st, 2020; City 1842 E Silver Star Road to allow automobile repair and carwash as Commission 2nd Reading Parcel # 16-22-28-4532-00-140 an approved use. August 4th, 2020; the 6.84 acres automobile repair was denied Commission District 4 — George Oliver, 111 at the August 4th, 2020, City Commission meeting OCOEE LANDINGS Sin review DRC comments sent COMMERCIAL on September 22nd, 2020; 1842 E Silver Star Road Small scale site plan creating four lots awaiting submittal for 6' Parcel # 16-22-28-4532-00-140 Review. 6.84 acres Commission District 4 — George Oliver, 111 MEMORY CARE COTTAGES OF OCOEE Large Scale Preliminary/Final Site Plan for a 1900 E. Silver Star Rd. Memory / Health Care Facility; proposed site plan will construct four (4) One -Story Plan Approved; Awaiting Pre - Parcel # 15-22-28-4716-00-130 buildings, each building to be around 14,743 Construction Meeting 6.92 acres SF Commission District 4 — George Oliver, 111 111 Page PRAIRIE LAKE SUBDIVISION Ocoee Vista Parkway/AD Mims Road Preliminary Final Subdivision Plan to Approved for construction on Parcel # 09-22-28-0000-00-056 construct 78 lots, each containing a two- Jun 3, 2020 11.99 acres story townhome Commission District 4 — George Oliver, 111 PRAIRIE MEADOWS SUBDIVISION Ocoee Vista Parkway/AD Mims Road Platting 78 Lots Recorded on Feb 17, 2021 Parcel # 09-22-28-0000-00-056 11.99 acres Commission District 4 — George Oliver, 111 RESERVE AT LAKE MEADOWS Under 1st Review; Planning and Zoning meeting October 13t, Lauren Beth Avenue A rezoning to PUD in order to allow for a 48- City Commission 1st Reading Parcel # 04 22 28 0000 00 024 Parc unit single-family residential subdivision December 1, 2020; City 18.58 acres Commission 2"d Reading Commission District 4 — George Oliver, 111 December 15, 2020 1 st Review comments sent on RESERVE AT LAKE MEADOWS September 8th, 2020: awaiting 2149 Lauren Beth Avenue A Large Scale Preliminary Subdivision Plan resubmittal for 2nd Review; Parcel # 04-22-28-0000-00-024 to construct a 48 unit single-family Planning & Zoning meeting 18.58 acres Subdivision October 13th, 2020; City Commission District 4— George Oliver, 111 Commission meeting December 15, 2020 RESERVE AT LAKE MEADOWS Non -Substantial Amendment to the PUD 2149 Lauren Beth Avenue Land Use Plan for Reserve at Lake Meadow DRC meeting held on June 1, Parcel # 04-22-28-0000-00-024 PUD Changing the proposed location of the 2021; City Commission 18.58 acres entrance from the south side, north +/- 208 meeting held on May 18, 2021 Commission District 4 — George Oliver, 111 feet WYNWOOD PHASE 1 & 2 FKA CLRM 44 W. McCormick Road Large Scale Preliminary/Final Subdivision to Parcel # 33-21-28-0000-00-007 construct 190 single-family residential lots in 100 E McCormick Road Phase 1 & 2 with stormwater ponds, open Under 2"d Review Parcel # 34-21-28-0000-00-022 space, and park/recreation area and 187 lots 3201 Trout Lake Road for Mass Grading in Phase 3 & 4 Parcel # 33-21-28-0000-00-020 212.30 acres Commission District 4 — George Oliver, 111 12 1 Pegs III III llll Sum4y Mona Tuesday Wednest4y Thursday Friday Saturda 1 2 Human Rplatonne 8iveRity BeaFd 6;15 pm City Wall Canes-1izd Ind�-,pzndgneQ'Day 5 City flail O'io,5�7-d G 7 9 10 Ind�zp znd¢ne¢ flay City Obwmzd ail Oe-G T\/ 10— e �an��l�d 11 12 15 14 15 16 17 Planning & Zoning Ocoee Youth Council Red Light l4eaFiRg Commission 6:30 pm 6:00 pm City Hall 9:00 am Gity u.,n City Hall Ocoee TV Live C'aneOd zd 07/20 Agenda Items due 07/20 Staff Reports due to to City Clerk City Manager 07/20 Agenda Published 1s 19 20 21 22 25 24 Parks & Recreation City Commission Citizen Advisory Council Advisory Board 6:15 pm City Hall to Police Dept. 6:00 pm City Hall Ocoee TV Live 7:00 pm City Hall 25 26 27 28 29 30 51 Code Enforcement Board 7:00 pm City Hall Ocoee TV Live, 08/03 Agenda Items due 08/03 Staff Reports due to to City Clerk City Manager 08/03 Agenda Published