Loading...
HomeMy WebLinkAbout02-05-2026 PZ Agenda1. 2. 3. 4. 5. 6. CROF SEBASTLA -N HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 www.cityofsebasflan.org AGENDA PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY THURSDAY, FEBRUARY 5, 2026 - 6:00 P.M. CITY COUNCIL CHAMBERS 1225 MAIN STREET, SEBASTIAN, FLORIDA ALL AGENDA ITEMS MA Y BE INSPECTED IN THE OFFICE OF COMMUNITY DEVELOPMENT 1225 MAIN STREET, SEBASTIAN, FLORIDA OR ON THE CITY WEBSITE CALL TO ORDER PLEDGE OF ALLEGIANCE ROLL CALL ANNOUNCEMENTS AND AGENDA MODIFICATIONS Modifications and additions require unanimous vote of members. Deletions do not apply. APPROVAL OF MINUTES: Regular meeting of January 15, 2026 PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PUBLIC HEARINGS: • Chairman opens hearing, attorney (or Chair) reads ordinance or resolution or title • Applicant or applicant's agent makes presentation - maximum 30 minutes • Staff presents findings and analysis • Commissioners asks questions of the applicant and staff • Chairman opens the floor for anyone in favor and anyone opposing the request (anyone presenting factual information shall submit a speaker oath card to Chair — maximum 5 minutes) • Applicant provided opportunity to respond to issues raised by staff or public — maximum 10 minutes • Staff provided opportunity to summarize request— maximum 10 minutes • Commission deliberation and questions • Chairman calls for a motion • Commission Action A. Public Hearing — Recommendation to City Council — Chesser's Gap Commercial PUD — Request to Modify the Conceptual Planned Unit Development Plan — Sebastian Townhouses, LLC, Applicant — 58 Acres, More or Less — Request to Reduce size to 28.27 acres - Located at Sebastian Boulevard and Fleming Street, Southwest of the Sebastian 512 Commerce Center - Current Land Use to remain is CG (General Commercial) - Zoning to remain is PUD-C (Planned Unit Development —Commercial) B. Public Hearing - Recommendation to City Council — Chesser's Gap PUD - Future Land Use Map (FLUM) Amendment, Small Scale - Sebastian Townhouses, LLC, Applicant — 29.43 Acres, More or Less — Located at Sebastian Boulevard and Fleming Street, Southwest of the Sebastian 512 Commerce Center - Current Land Use is CG (General Commercial) - Requested Land Use is MDR (Medium Density Residential, 10 units/acre) C. Public Hearing — Recommendation to City Council — Chesser's Gap PUD - Rezoning/Conceptual Planned Unit Development (PUD) Plan - Sebastian Townhouses, LLC, Applicant — 29.43 Acres, More or Less — Located at Sebastian Boulevard and Fleming Street, Southwest of the Sebastian 512 Commerce Center - Current Zoning is PUD-C (Planned Unit Development — Commercial) - Requested Zoning is PUD-R (Planned Unit Development — Residential), with RM-10 (Multiple -Family Residential District) as the underlying district 7. UNFINISHED BUSINESS: None 8. NEW BUSINESS: Annual Board Training 9. ADJOURN No stenographic record by a certified court reporter will be made of the foregoing meeting. Any person who decides to appeal any decision made by the Commission with respect to any matter considered at this meeting may need to ensure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be heard. (F.S.286.0105) In compliance with the Americans with Disabilities Act (ADA) of 1990, anyone who needs a special accommodation for this meeting should contact the City's ADA Coordinator at 772-388-8226 at least 48 hours in advance of the meeting. All government meetings in City Council Chambers will be broadcast live on COS -TIC Comcast Channel 25 and ATT Werse Channel 99 and streamed via the city website — www.cit1 olsebastian.orz unless otherwise noticed and rebroadcast at a later date — see COS -TV Channel 25 for broadcast schedule ZOOM INFORMATION If you wish to attend the meeting by Zoom, please follow the link below to the City's Meeting Calendar, and locate the applicable meeting date. The Zoom connection details are provided. https://www.cityofsebastian.org/meetinbcalendar 2 CITY OF SEBASTIAN PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY MINUTES REGULAR MEETING, THURSDAY, JANUARY 15, 2026 Call to Order -- Chairperson Kautenburg called the meeting to order at 6:00 p.m. 11. Pledge of Alleqiance -- was recited by all. III. Roll Call Present: Mr. Roberts (a) Mr. Reno Mr. Garton (a) Ms. Battles Ms. Kautenburg Ms. KinchenVt.,j t Ms. Lorusso Ms. Geese Absent: ~ ' C <�Crf Mr. Carter -- Excused-, F� -:., ®; Also Present• James Stokes, City Attorney Alix Bernard, Community Development Director Dorri Bosworth, Community Development Manager Michelle Faulkner, Senior Planner Jason Munoz, AV Technical Assistant Janet Graham, Technical Writer IV. Announcements and Aqenda Modifications: Ms. Kautenburg announced that Mr. Carter has been excused from this meeting, and our alternate, Mr. Garton, will be voting in his place. An appeal to the Commissioners' denial of the Ameron RV and Boat Storage facility at the December 18th, 2025 meeting has been submitted and, in accordance with the timeline specified in the Land Development Code, the hearing of that appeal before the City Council has been scheduled for Wednesday, January 28, 2026 at 6:00 p.m. She also stated that as part of what we are required to do at this meeting, we are to nominate and elect a Chairperson and a Vice -Chair. Mr. Carter has sent a note indicating that, just in case someone felt the desire to nominate him, he would not accept a nomination. V. Approval of Minutes: Regular meeting of December 18, 2025 PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 2 MINUTES OF REGULAR MEETING JANUARY 15, 2026 All Commissioners having indicated that they had reviewed the Minutes of December 18, 2025, Ms. Kautenburg called for a motion. A motion accepting the Minutes of December 18, 2025 as presented was made Ms. Kinchen, seconded by Mr. Garton, and approved unanimously via voice vote. VI. Planninq and Zoninq (P&Z) Commission Public Hearinqs City Attorney James Stokes read the title into the record. A. Public Hearing TABLED from December 18, 2025 meeting -- Recommendation to City Council -- Preliminary Re -Plat -- Maxwell - Schumann Commercial Subdivision -- Replating of 1.93 acres consisting of eight lots to a two -lot commercial subdivision with proposed stormwater tracts, ingress and egress easements, necessary improvements, and including previously agreed upon off -site improvements. Current -Zoning is CG (Commercial General) and Future Land use is CG (General Commercial) Ms. Kautenburg called for comments from the public regarding this item, and she explained the process. There being no comments from the public, she called for the presentation from the applicant at this time. Mr. Joseph Schulke, of Schulke, Bittle & Stoddard, LLC introduced himself. He stated that he is here tonight representing Todd Maxwell in his proposal to get the preliminary plat approved for the property at the northwest corner of Schumann Drive and US1. He reviewed the history of the property. His client has proposed to basically subdivide that into two lots to make it potentially more developable. They are also proposing to put a master stormwater system in, and they are proposing to make sure there is water and sewer service for both lots, and they are proposing some additional landscaping on the site. Normally, landscaping would not be required, but he reviewed that a year or a year and a half ago they came to this Commission and then to City Council because they did a land swap for a small piece of property between the Schumann Park and this property because it was really odd shaped, like a corner piece of land sticking into it and into the Park. Thus, it just made sense to have almost like an even land swap which would make a nice even lot line. In doing so, his client agreed to landscape the perimeter of their site, even though it would usually not be done at the preliminary plat level, as well as add additional landscaping in the Park, add a crosswalk at US1 crossing to the southwest corner, adding a crosswalk across Schumann Drive parallel to US1, adding a sidewalk down Schumann Drive all the way to the railroad tracks. So they are some extra things that the applicant agreed to do as part of the agreement for the land swap. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 3 MINUTES OF REGULAR MEETING JAN UARY 15, 2026 He said that the reason the applicant is here tonight is just to ask for a preliminary plat approval to subdivide this property into two lots. What would happen if the Commissioners do approve this, the applicant would get a subdivision construction permit to actually do the generalized improvements for the water and sewer and the drainage, and the landscaping, and they would submit a final plat to the Planning and Zoning Commission and/or City Council to actually record those two lots at a later date. The applicant is not here tonight asking for approval for actual buildings or what is going to be there, as they do not yet know what is going to be there, but they are trying to set it up so that it is pad -ready so when someone wants to develop it and bring in their use, a lot of the infrastructure is already there, and it will make it an easier process for them to get approved and an easier process for the staff to approve it because a lot of the preliminaries out of the way. He stated that they did review the Staff Report, and they are in complete agreement with the Staff Report. He added that, if anyone has any questions, he will answer them. Ms. Kautenburg called for staff presentation. Ms. Bernard said that this is a preliminary re -plat of 1.94 acres on the corner of Schumann and US1. This was part of a land swap that was done of 0.6 acres in 2023 to clean up the lot and make sure that we can work in partnership. One of those things we did in working in partnership is that there were some stipulations in Exhibit C that were done regarding landscaping and how that area was going to be beautified. All of those are outlined in the staff report as well. There are basically five different items in landscaping enhancement that the applicant is going to do as part of this preliminary plat agreement. She stated that, with that, staff finds that it is in compliance with our Land Development Regulations and our Comprehensive Plan, and staff recommends approval with the condition that they do everything listed in Exhibit C, which are the landscape requirements as follows: The Public Benefits listed in Exhibit "C" of the Parcel Exchange Agreement dated November 14th, 2023 be installed before Certificate of Completion (CoC) of the Subdivision. She called for any questions or comments from the Commissioners. There being none, Ms. Kautenburg called on anyone from the public who would like to speak, either in favor or in opposition. There being none, Ms. Kautenburg closed the hearing and called for deliberation by the Commissioners. Ms. Lorusso thanked the staff for the work they put in when applications come in before the Commissioners even see them. They make sure they meet all of the City's Code, and they make our job very easy. Ms. Kautenburg also thanked the staff as well as Mr. Schulke for putting this together, because she thinks it is an excellent idea. It would be very positive if we had more sites PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 4 MINUTES OF REGULAR MEETING JAN UARY 15, 2026 that were already set up so that when the end user comes in, we can cut the time down and cut the stress level and save everyone a lot of time. Ms. Battles stated that it is good to see a site that has been used, and she likes the idea of it being a higher and better use and opportunity for the community. There being no other comments, Ms. Kautenburg called for a motion. A motion recommending to City Council approval of the replat of Schumann property along with the public benefits listed on Exhibit "C" that the staff is requesting was made by Ms. Kinchen, seconded by Mr. Reno. Roll Call -Ms. Kinchen -- Yes Ms. Battles -- Yes Ms. Kautenburg -- Yes Mr. Garton -- Yes Vote is 7-0 in favor. Motion carries. VII. Unfinished Business -- None Mr. Reno -- Yes - Ms. Geesey -- Yes Lorusso -- Yes VIII. New Business: Election of Chairperson and Vice -Chairperson Ms. Kautenburg called for nominations. Ms. Kinchen nominated Louise Kautenburg as Chairperson, seconded by Ms. Battles. Ms. Kautenburg accepted the nomination. Ms. Lorusso nominated Linda Kinchen as Vice -Chairperson, seconded by Ms. Geesey. Ms. Kinchen accepted the nomination. Roll Call Ms. Lorusso -- Yes on both nominations Ms. Geesey -- Yes on both Mr. Reno -- Yes on both Ms. Battles -- Yes on both Both nominations were accepted by the nominees. Ms. Kinchen -- Yes on both Ms. Kautenburg -- Yes on both Mr. Garton -- Yes on both PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY PAGE 5 MINUTES OF REGULAR MEETING JANUARY 15, 2026 IX. Adjourn There being no further business, Ms. Kautenburg adjourned the meeting at 6:15 p.m. in Louise Kautenburg, Chairperson Jg Date: anOF SEBASTL HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET s SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ www.cityofsebastian.org MEMORANDUM TO: Planning and Zoning Commissioners RE: Chesser's Gap Planned Unit Development DATE: January 301h, 2026 Applications have been received to consider a major development modification to the existing Chesser's Gap Commercial PUD located on Sebastian Boulevard and S. Fleming Street. Currently, the existing PUD is approx. 58 acres in size, with existing commercial uses on a portion of its platted parcels. Ongoing development is in accordance with the PUD's latest Conceptual Development Plan, which was approved in 2004. The Land Development Code allows commercial PUD's to have 25% of its acreage be developed as residential. The current owner(s) of the Commercial PUD wish to develop all of the remaining vacant parcels within the PUD into a townhouse subdivision. The acreage is over the 25% that the code allows for the PUD-C zoning to have, and inconsistent with the approved 2004 Conceptual PUD Plan. As such, the submitted applications are as follows: 1. Request to reduce the existing Commercial PUD in size from 58 acres to 28.27 acres, thus requiring the modification of the 2004 Commercial Conceptual PUD Plan; 2. Amending the Future Land Use Map (FLUM) designation of the remaining vacant parcels from Commercial General (CG) to Medium Density Residential (MDR); 3. Rezoning the remaining vacant parcels from PUD-C (Planned Unit Development - Commercial) to PUD-R (Planned Unit Development - Residential); and 4. Approval of a 29.43-acre Residential Conceptual PUD Plan for the proposed townhouse subdivision The applicant and staff anticipate presenting the project and applications as one discussion and public hearing in general, with follow-up to questions from the Commission and residents. The Planning and Zoning Commission should then initially consider the request to reduce the size of the existing Chesser's Gap Commercial PUD and the subsequent modified conceptual plan. After deliberation, if the recommendation from the Commission to be forwarded to City Council is unfavorable, the remaining applications would be superfluous, and would warrant the same recommendation for the remaining applications. However, if the PZ Commission determines to forward a favorable recommendation regarding the reduction in size and modified conceptual plan, the Commission should then review and consider the succeeding requests for Land Use, Zoning, and the proposed residential Conceptual PUD Plan. Dorri Bosworth, Manager/ Planner dboswortho,cityofsebastian.org 2 REVISIONS DATE JOB NO. DESIGNED 22-0097 OMNI m By - _ DRAWN SSTMI ■_ - - DATE JULY2025 I ENGINEERING, INC. - - CHECKED TH MOIA BOWLES VILLAMIZAR & ASSOCIATES - - DATE ISSUED I CONSULTING ENGINEERING CA #3728 1835 20TH STREET VERO BEACH, FL 32960 PH. (772) 569-0035 FX. (772) 778-3617 MELBOURNE, FL - PH (321) 253-1510 FT. PIERCE, FL - PH (772) 46M055 CITY OF SEBASTIAN CHESSERS GAP MULTI -FAMILY FLORIDA J 0 200 ( IN FEET) 1 inch = 200 ft. CHESSEWS GAP PUD - EXISTING (EXISTING PUD DATA PROVIDED BY CITY OF SEBASTIAN - DATED JANUARY 20D4) PARCEL 1 DESIGNATION: = COMMERCIAL USE: =DOLLAR GENERAL TOTAL AREA: =1.40 AC MAX FAR: = 0.50 AC MAX BUILDING AREA: =0.70 AC MIN. OPEN SPACE: = 0.35 AC (25%) PARCEL DESIGNATION: = COMMUNITY FACILITIES / COMMERCIAL USE: = ELK'S LODGE & FUNERAL HOME TOTAL AREA: = 4.00 AC MAX. FAR: = 0.50 AC MAX. BUILDING AREA: =2.00 AC MIN. OPEN SPACE: = 1.00 AC (25%) PARCEL3 DESIGNATION: = COMMERCIAL, RETAIL, COMMUNITY FACILITIES USE: = BANK, GROCERY, SPECIALITY RETAIL, SCHOOL, FUTURE COMMERCIAL TOTAL AREA: = 20.60 AC MAX. FAR: = 0.35 AC MAX. BUILDING AREA = 7.21 AC MIN. OPEN SPACE: = 5.15 AC (25%) PARCEL4 DESIGNATION: = PROFESSIONAL OFFICE, COMMERCIAL, LIGHT INDUSTRIAL USE: = NO EXISTING DEVELOPMENT TOTAL AREA = 9.70 AC MAX FAR: = 0.50 AC MAX BUILDING AREA: = 5.20 AC MIN. OPEN SPACE: = 3.60 AC (25%) PARCEL DESIGNATION: = RESIDENTIAL MULTI -FAMILY (8 UNITS /AC) USE: = NO EXISTING DEVELOPMENT TOTAL AREA: = 14.50 AC MAX. FAR: = 0.50 AC MAX. BUILDING AREA: = 7.30 AC MIN. OPEN SPACE: = 3.63 AC (25%) PARCEL DESIGNATION: = PROFESSIONAL OFFICE / COMMERCIAL USE: = NO EXISTING DEVELOPMENT TOTAL AREA: =420 AC MAX. FAR. = 0.50 AC MAX. DING AREA BUILDING = 2.10 AC MIN. OPEN SPACE: =1.05 AC (25%) PARCEL DESIGNATION: = S. FLEMING STREET USE: = EXISTING ROAD THOROUGHFARE TOTALAREA =3.70 AC PAVED AREA: = 1.10 AC OPEN AREA =2.60 AC 1. TOTAL SITE AREA: 58A D AC LESS FLEMING ST. ROW: (-) 3.70 AC A: NET PUD-C ARE54.40 AC 2 GROSS SITE FLOOR AREA RATIO (FAR): 0.42 3. NET SITE FLOOR AREA RATIO (FAR): 0.45 4. MAXIMUM BUILDING AREA 24.51 AC S. OPEN SPACE AREA- 16.38 AC 6. MAXIMUM BUILDING HEIGHT: 35FT 7. PARKING: AS SPECIFIED BY CODE AND PREVIOUSLY APPROVED BY THE CITY FOR THE EXISTING DEVELOPED PARCELS. S. PUD DEVELOPMENT DATA DEPICTED ABOVE PURSUANT TO THE 20D4 PUD DEVELOPMENT PLAN PROVIDED BY CITY. " OPEN SPACE AREA INQ ODES TOTAL S T ORMWATER N MAZE MF NT AREA AND TOTAL GREEN AREAS AND SHALL BE ADEQUATE TO MEET REQUIRED CODES. EXISTING 2004 CHESSERS GAP PUD DEVELOPMENT PLAN JAN 3 0 2026 SHEET EX1 Dare: 22-0097 �- REVISIONS CA!Ei y?RHO. 22-0097 rMBV 1635 20TH STREET n ,'�',-„r � TI1 VERO BEACH, FL 32960 FX. (772) 776-3617 CHESSERS GAP _ = I':All JULY2025 ENGINEERING, INC. MULTI -FAMILY TH MOIA BOWLES VILLAMIZAR B ASSOCIATES MELBOURNE, FL-PH(321)253-1510 CONSULTING ENGINEERING CA#3728 FT. PIERCE, FL-PH(772)460-9055 CITY OF SEBASTIAN FLORIDA 0 200 N ( IN FEET) 1 inch = 200 ft. CHESSER'S GAP PUD - PROPOSED PUD - Ce PROPOSED COMMERCIAL (PARCELS: 1 - 9) 1. TOTAL SITE AREA: 28.27 AC 2. NET SITE FLOOR AREA RATIO (FAR): MAX ALLOWABLE EXISTING 3. BUILDING COVERAGE: 4. OPEN SPACE AREA (BASED ON 25% FOR COMMERCIAL) 0.60 0.09 MAX ALLOWABLE (30%). EXISTING 8.68 AC 2.50 AC (8.84%) MINIMUM (25%) EXISTING 724 AC 11.03 AC (39.0%) S. MAXIMUM BUILDING HEIGHT: MAX ALLOWABLE_ EXISTING 35 FT 12FT TO 26FT 5. PARKING: AS SPECIFIED AND PREVIOUSLY APPROVED BY THE CITY FOR THE EXISTING DEVELOPED PARCELS. 6. SEE ABOVE ANALYSIS FOR ZONING THRESHOLDS FOR INDIVIDUAL PARCELS. PUD - R: PROPOSED RESIDENTIAL (PARCELS: 10 - 12) 1. TOTAL SITE AREA 29.43 AC 2. DENSITY: MAX ALLOWABLE PROPOSED 3. MAXIMUM BUILDING CONVERGE: 4. MAXIMUM BUILDING FAR: 3. MINIMUM OPEN SPACE: 4. MINIMUM OPEN SPACE PER LOT: S. MAXIMUM BUILDING HEIGHT: PUD -C PARCEL ZONING TABLE PARCELI DESIGNATION: =COMMERCIAL USE: = DOLLAR GENERAL TOTAL AREA =1.39 AC FAR (MAX 0.60): =1122 BUILDING COVERAGE (MAX. 30%): = 0.31 AC (2Z3%) OPEN SPACE (MIN. RED. 25%): = 0.33 AC (23.7%) PARCEL2 DESIGWITION: =COMMERCIAL USE = ELMS LODGE TOTALAREA =3.03 AC FAR (MA)(. 0.60r = 0.OB6 BUILDING COVERAGE(MAX 30%): =0.26 AC(B.6%) OPEN SPACE (MIN. RED. 25%): = 1.88 AC (82%) PARCEL 3 DESIGNATION: =COMMUNITY USE = FUNERAL HOME TOTAL AREA =1.09 AC FAR (MAX 0.60): =0.28 BUILDING COVERAGE(LM. 30%p=O.ISAC(13.8%) OPEN SPACE (MIN. RED. 25%): = 0.30 AC (27.5%) PARCEL4 DESIGNATION: =COMMERCIAL USE: = COMMERCIAL RETAIL PLAZA TOTAL AREA: = 7.17 AC FAR (MAX 0.60): = 0.16 BA% BUILDING COVERAGE IN. = 1.14 AD (15.9%) OPEN SPACE (MIN. RED. 25%): = 1.92 AC (26.8%) DUD -R PARCEL ZONING TABLE: 10 DU/AC 9.89 DUTAC MAX. ALLOWABLE PROPOSED 60% 23.5% MAX ALLOWABLE PROPOSED 0.60 0.38 MIN. REQUIRED PROPOSED 50% 50.5% MIN. REQUIRED PROPOSED 30% 33.5% MAX. ALLOWABLE PROPOSED 25FT 24FT PARCELS DESIGNATION: =COMMERCIAL USE = BANK TOTAL AREA =1.05 AC FAR (MAX 0406 = 0.14 BUILDING COVERAGE (MAX 30%): OPEN SPACE (MIN_ REG, 25%): PARCELS DESIGNATION: =COMMERCIAL USE: = SEBASTIAN CHARIER JR HIGH TOTAL AREA =2.15 AC FAR (MAX 060): =023 BUILDING COVERAGE (MAX. 30%): = 0.49 AC (2228%) OPEN SPACE (MIN. RED. 25%R =1.10 AC (512%) PARCEL7 DESIGNATION: =COMMERCIAL FAR = STORM WATER TRACT TOTAL AREA OPEN BRACE - = 8.37 AC PARCELS DESIGNATIGN: =COMMERCIAL USE: = ROADS (WAVE ST.) TOTAL AREA = 0.39 AC PAVED AREA = 0.24 AC OPEN SPACE: =0.ISAC PARCEL DESIGNATION: =COMMERCIAL USE: = ROADS (8. FLEMING ST.) TOTAL AREA =3.63AC PAVED AREA: OPEN SPACE: -1 10 AC =2.53 AC PARCEL 10 PARCEL 12 DESIGNATION: =MDR DESIGNATION' =MDR USE: =MULTI -FAMILY I TOWNHOUSES USE =MULTI -FAMILY I TOWNHOUSES TOTAL AREA =10.30 AC TOTAL AREA =16.62 AC DENSITY (MAX ALLOWABLE, =10 to1- DENSITY (MAX ALLOWABLE): =9.87 dddbt DENSITYPROPOSED: =104u/et DENSITY PROPOSED: =9.534ubc OPEN SPACE (MIN. RED. 50%): =50.0% OPEN SPACE (MIN. RED. 50%): = 50.0% OPEN SPACE PER LOT (MIN RED. 30%): = 33.5% OPEN SPACE PER LOT (MIN. RED. 30%k = 33.5% BUILDING COVERAGE jAN%. 60%): = 23.8% BUILDING COVERAGE (MAX 60%): BUILDING FAR (MAX 0.60j = 0.39 BUILDING FAR (MAX. 0.60)' = 023 PARCEL11 DESIGNATION: =MDR USE: =MULTI -FAMILY/TOWNHOUSES TOTAL AREA =2.51 AC OENSITY(MAIL ALLOWABLE): =104u/4t DENSITY PROPOSED: =9.564ulu OPEN SPACE (MIN. RED. 50%): = 562% OPEN SPACE PER LOT (MIN. REG. 30%): = 33.6% BUILDING FAR(MAX0' =0.37 PROPOSED CHESSER'S GAP VE A •NOTE THE TOTAL OPEN SPACE FOR THE 29.43 AC PUD-R LAND AREA = 50.5% SHEET PUD EX2 (2024 DE LOPMENT PL N) DATE 22-0097 Chesser's Gap Multi -Family Revision to the Conceptual PUD-C Development Plan CIFYOF HOME Of PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 is www.citvofsebasfian.orq ® PUD — Conceptual Development Plan ❑ PUD — Preliminary Development Plan (so acres or <) ❑ PUD — Preliminary Development Plan (> than so acres) ❑ PUD — Site Plan ❑ PUD — Final Plat n�6rEumIED JUL Z 9 2025 BY: ❑ SUBDIVISION — Division of Single Lot (Residential) ❑ SUBDIVISION — Preliminary Plat Aso acres or <) ❑ SUBDIVISION - Preliminary Plat (> than5o acres) ❑ SUBDIVISION — Construction Plans ❑ SUBDIVISION — Final Plat ❑ SITE PLAN (Administrative Approval) ❑ SITE PLAN (Major Modification) ❑ SITE PLAN (New Development) ❑ SITE PLAN (Minor Modification) Project Name: Chessers Gap Multi -Family Total Site Area: 28.27 Acres F Parcel 1D: 31-38-13-00006-0000-00002.0, 31-38-13-00006-0000-00003.0, 31-38-13-00006-0000-00004.0, 31-38-13-00006-0000-00005.0, 31-38-13-00006-0000-00001.0, 31-38-13-00010-0000-00001.0, 31-38-13-00009-0000-00001.0, 31-38-13-00008-0000-00000.2, J 1-3t3-13-UUUUd_UUUU-UU UUJ. U Address of Site: 710 S Fleming St., 728 S Fleming St., 727 Sebastian Blvd., 731 S Fleming St., 735 S. Fleming St., 782 Wave St. Proposed use: Existing Commercial Land Use: Commericial &aiutJ_'4r< Zoning: PUD-C Applicant Name: Sebastian Townhouses, LLC Address: 2700 Davie Road, Davie, FL 33314 Telephone: 954-693-9900 Email: nfernandez@anfgroup.com Applicant (If not owner, written authorization (notarized) from owner is required) Owner: Same as Applicant Address: Telephone: Email: Date Received: 1$ j `, Fee Paid: 4 W . V Received by: FORM A Surveyor: Indian River Survey, Inc. Address: 1835 20th Street, Vero Beach, FL 32960 Telephone: 772-569-7880 Engineer: MBV Engineering, Inc. Email: stevec@indianriversurvey.com Address: 1835 20th Street, Vero Beach, FL 32960 Telephone: 772-569-0035 Email: toddh@mbveng.com Pre - Application Meeting Date: I April 11. 2024 DESCRIPTION OF PROPOSED PROJECT: Create the PUD-C for the remaining existing commercial parcels within -the Chesser's Gap PUD. Existing uses range from retail, bank, school, lodge, funeral home and roads and ponds. SIGNATURE OF APPLICANT I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of approval does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the perform of constructiam. Mr. Al Fernandez 7,1 Print name Signature ' , Date Notar v: - STATE OF: COUNTY: 11 ©f Q1� I h/e/reby, certify that on �E/y: �� 20/ personally appeared who is &1/ personally known to me or has _ produced identification. Type of identification produced. [SEAL] � y l46tary Public _ o� `� a� :•. JOSEFINA JANW FLORES My Commission Expires: Notary Pubilt • State of Flodda , +"a ` Commission 9 HH 102985 '?oF�d<_ My Comm. Expires Mar 31, 2025 ' 6ondod through Natloral Notary Assn. _ FORM A an ►f SEBASTL4% HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ www.cityofsebastian.org PUBLIC NOTICE CITY OF SEBASTIAN INDIAN RIVER COUNTY FLORIDA THE PLANNING AND ZONING COMMISSION OF THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, HAS SCHEDULED A PUBLIC HEARING IN THE CITY COUNCIL CHAMBERS, 1225 MAIN STREET, SEBASTIAN, AT A REGULAR MEETING TO BE HELD ON THURSDAY, FEBRUARY 5Tn, 2026, AT 6:00 P.M., TO MAKE A RECOMMENDATION TO CITY COUNCIL REGARDING A REQUEST TO REVISE THE CURRENT CONCEPTUAL PLANNED UNIT DEVELOPMENT (PUD) PLAN FOR THE EXISTING CHESSER'S GAP COMMERCIAL SUBDIVISION. THE APPLICANT WISHES TO REDUCE THE SIZE OF THE COMMERCIAL PUD FROM 57.7 ACRES TO 28.27 ACRES AND CONVERT THE REMAINING ACREAGE TO RESIDENTIAL USES. THE SUBJECT COMMERCIAL SUBDIVISION IS LOCATED ALONG FLEMING STREET SOUTH OF SEBASTIAN BOULEVARD/CR 512. THE PROPERTY IS ZONED PUD-C (PLANNED UNIT DEVELOPMENT — COMMERCIAL) AND THE COMPREHENSIVE PLAN FUTURE LAND USE IS CG (GENERAL COMMERCIAL). ALL INTERESTED PARTIES MAY APPEAR AT THE HEARING AND BE HEARD WITH RESPECT TO THE PROPOSED CONCEPTUAL PUD PLAN, WHICH IS AVAILABLE FOR REVIEW IN THE COMMUNITY DEVELOPMENT DEPARTMENT WEEKDAYS FROM 8:00 AM TO 4:30 PM. PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY CITY OF SEBASTIAN, FLORIDA No stenographic record by a certified court reporter will be made of the foregoing meeting. Any person who decides to appeal any decision made by the Council with respect to any matter considered at this meeting will need to ensure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be heard. (F.S.286.0105) In compliance with the Americans with Disabilities Act (ADA) of 1990, anyone who needs a special accommodation for this meeting should contact the City's ADA Coordinator at 772-388-8226 at least 48 hours in advance of the meeting. PUBLISHED: Wednesday, January 21, 2026 •.�„ .'r,.,�.=. i;' -s it y �- iY L ,, • . •- �• '�F: � Via,*•�,.:_, Er '{' �„� y LOCATION MAP k S��PQOP 0P �l CPMMERCIAL 4 1.05 AC C-512 P11D-C C � v C MERCiAL. AC . e 1.09 AC Y y 4 1 �v jER A& ,, C-512 v PUD-RESIDENTIAL "NOT INCLUDED" I(10.30 AC) RS-10-! I I !fir t. t' r �.k'�177 .•c� PUD-RESIDENTIAL "NOT INCLUDED" (16.62 AC) 8. 1 � I--.i ! aF- Tom• PUD > COMMERC641- _ RS-10 GEORGE ST CONCEPTUAL PUD-C PLAN PUD-RESIDENTIAL . "NOT INCLUDED" (2.51 AC) N GRAPHIC SCALE 1 100 200 (IN FEET) 1001L CONCEPTUAL PUD-C PLAN SUMMARY: THE CONCEPTUAL PUD - C (COMMERCIAL GENERAL) PLAN REFLECTS THE m d REMAINING, EXISTING DEVELOPED PARCELS WITHIN THE CHESSERS GAP PUD. THE I I 1 1 1 G EXISTING DEVELOPMENTS ARE PREVIOUSLY APPROVED PROJECTS THAT HAVE MET ALL CODES. THE EXISTING DEVELOPMENTS ALREADY CONTAIN WITHIN EACH PARCEL THEIR RESPECTIVE STORMWATER AND UTILITY INFRASTRUCTURE. THIS PLAN HAS BEEN DEVELOPED TO PROVIDE THE CITY ASSURANCES THAT THE PUD-C ■ PLAN WILL MEET THE MINIMUM CRITERIA OF 25 AC AND THAT EACH DEVELOPED = PARCEL INDEPENDENTLY MEETS THE MINIMUM ZONING CRITERIA AS STAND-ALONE PARCELS- PUD-C PARCEL ANALYSIS ml.mmvmN� 4 °J o PARCEL! DESIGNATION: =COMMERCIAL n USE: = DOLLAR GENERAL TOTAL AREA: = 1.39 AC FAR (MAX 0.60): = 0.22 0 BUILDING COVERAGE (MAX. 30%): = 0.31 AC (22.3%) OPEN SPACE (MIN. REQ. 25%): = 0.33 AC (23.7%) W PARCEL 2 DESIGNATION: = COMMERCIAL h 3 w USE: = ELK'S LODGE ? TOTAL AREA: = 3.03 AC ,•- FAR (MAX. 0-60): = 0.086 BUILDING COVERAGE (MAX. 30%): = 0.26 AC (8.6%) OPEN SPACE (MIN. REQ. 25%): = 1 88 AC (62%) " w '4 V ¢ a Z o PARCELS DESIGNATION: =COMMUNITY YYE -ate S USE: =FUNERAL HOME y �t TOTAL AREA: = 1.09 ACIm Z FAR (MAX. 0.60): = 0.28 N BUILDING COVERAGE (MAX. 30%): = 0.15 AC (13.8%) w >, OPEN SPACE (MIN. REQ. 25%): = 0.30 AC (27.5%) W a z B PARCEL 4 LJJ ' w DESIGNATION: = COMMERCIAL Z USE: = COMMERCIAL RETAIL PLAZA V�G'§� 0. TOTAL AREA: = 7.17 AC � E_ FAR (MAX 0.60): = 0.16 Z a z --� BUILDING COVERAGE (MAX 30%): = 1.14 AC (15.9%) ED o eg=e OPEN SPACE (MIN. REQ. 25%): = 1.92 AC (26.8%) PARCELS r� DESIGNATION: =COMMERCIAL ,. USE: = BANK TOTAL AREA = 1 05 AC U FAR (MAX. 0.60): = 0 14 RS-10 BUILDING COVERAGE (MAX. 30%): = 0.15 AC (14.3%) OPEN SPACE (MIN. REQ. 25%). = 0.29 AC (27.6%) - PARCELS - IL J DESIGNATION: = COMMERCIAL -i Q Z s USE: = SEBASTIAN CHARTER JR. HIGH TOTAL AREA: = 2.15 AC J [' FAR (MAX. 0.60): -0.23 d d I BUILDING COVERAGE (MAX. 30%): = 0.49 AC (22.8%) Ll.) OPEN SPACE (MIN. REQ. 25%): = 1.10 AC (51.2%) V Z PARCEL7 DESIGNATION: = COMMERCIAL O • FAR: = STORMWATER TRACT TOTAL AREA: = 8.37 AC g OPEN SPACE: = 8.37 AC PARCEL8 DESIGNATION: = COMMERCIAL ' USE: = ROADS (WAVE ST.) TOTAL AREA: = 0.39 AC o I PAVED AREA: = 0.24 AC m 0 i PARCEL 9 LL J DESIGNATION: =COMMERCIAL USE: =ROADS (S. FLEMING ST.) � TOTAL AREA: = 3-63 AC PAVED AREA = 1.10 AC J 7 a a JAN 3 0 2026 En En a PUD - C OVERALL SITE DATA U) m -- 2 m 1. TOTAL SITE AREA 28.27 AC -' � U m 0 2. NET SITE FLOOR AREA RATIO (FAR): MAX ALLOWABLE EXISTING Z 0.60 0.09 U 3. BUILDING COVERAGE: MAX ALLOWABLE 130% EXISTING18 8.68 AC 2.5D AC 6.4% ) CEN FAy�oy a�1t�QlQo�,�" z 4. OPEN SPACE AREA: MINIMUM (25%) EXISTING C No. 72460 $ (BASED ON 25%FOR COMMERCIAL) 724 AC 11.03 AC (39.0%) - OF 0 STATE00 5. MAXIMUM BUILDING HEIGHT: MAX ALLOWABLE EXISTING =FF'rSIOMAL E �IIIit -`%s�� 35 FT 12FT TO 26FI r��nrr✓ ANION G. SiANTON 5. PAR UNG: AS SPECIFIED AND PREVIOUSLY APPROVED BY THE CITY FOR THE EXISTING M. P'E'rVNID DEVELOPED PARCELS. SHEET 6. SEE ABOVE ANALYSIS FOR ZONING THRESHOLDS FOR INDIVIDUAL PARCELS. PUD v n 22-0097 sDETAILA 1 1 O� SS .\ 01 - 1 .10 }ryO s NOY1M M2 CY Y[MMA' I}3I A Ne wlwT a TP) `-V]WIr E4Y1rtn'r .. `siB�-�TKu tBTa19 LOT i CRESSERS CAP SUB011,19ON PHASE IV PR 30. PG. 16 LINE TABLE UNE / LENGTH DMEL7m m' 'I NP'I'AI► [r] ror.]Y 'i fMV4tl i]o rl2Ai >lV4Ji [s .1a41' �iVFN11 Lx r82PY i�AP'f [r P19P' I+4lY1r 3463' Ae1�rw M' rW1im]Et - �I �P`Ji L'. [I+ I wxl — CURD TABLE Cf1R4E,1RANDS'ANGLE NBI C1 MDRC �I, PPnar asom' n.]I' , :">.•. ]aa' I rzsoo' 22oew• u.]r' S.ITzhfT +eor• f � I9Ym' rr .rs .••< zor T m� uM s]n n2 - 889Y 2r�e'SSf T +'.rn !�T PSer' I xi •,P I - ,r7r 1240Y s.Tva' r. r •+vA.-. rr.7r � I HOED sa3sa4- I rszso' I .+•].,.. • IJa3n• clz 80.pv' PTDam• 6]' I-rAn.P•Tr .:,, I etm' JPxI']+' .ee' )>•T: I.1 star cr I xim' I •7vazr I ]zPP' I arxati aw �• I anam• I plum• I rmwr• '� r..rrn m.]4 /" DETAIL B j � 'DETAIL C \\ / scALs r=zD• scALE r=zD• a my 4;— _ .w .-x.• al n PxcE ui a ru.�n JAI - -� sn�r•.zw zaa• �P'xu asl uv I ¢ �rN ,u'r o= sernw rJ-]r-]e PZJ'SmM 1� � SNmiJw 28/r%/� �SEBA577AN HIGHLANDS UNIT 19 - PB 6. PG. 43 GEP DPTa , _ ux aoa"Aa.° :rcr .. s _ - , N89 4051E 1537.26r(5) `' i a'"irraram wiE cr src]ra rs.n_J° '� r ' xm•Jz'sc�•arJ]TV2.erYP1 R. DETAIL '. 'sEE DErARc h6 �`�'' � r. EA.vMwr PIArs �A•Pm-rwv [s3se, rm 4;u- ar d•'^•�` tMrmx.[rsvcvrs xoT ;.ruwJ�. �, y`tiQ\ CRi R" 6• ,'' LOT ]e: 9! Y- CHESSERISP GAP suBOWSIoN PHASE Jv ,C �./ PH 30, PG 16 Cf3 S4b .(•1 �� i oYj'',' � va[rar+s NaT sKA � aG46 4 LOT i Y$y Q1 CHESSER'5 GAP�6�1', nA'( SUaOIW50N PHASE 1 PLAT ROAM IJ. PACE 76'1 Try (L, LOT 2 CHESSERS CAP \ !) SUBDIVISIONPHASE ] • \ sr0. O• - - ?�` PLAT BOOK IJ. PAGE 76 8.: \ 41 45 CHESSERS GAP SUBDIMSION PHASE III PUT BOOK 25, PAGE IJ L7 LOTS \� CHESSER'S CAP SUBOI4901V PHASE IT yq\ PLAT BOOK 24. PAGE 31 (NOT /NCLIIOE)) \ ,o° \ LOT 2 �(' Y •+� r;� CHESSERS GAP SLROINSAVV PHASE 9 III C22 As ' y� PLAT BOOK 24. PAGE 31 ` �T (NOT INCLUDED) AW3 eLOT 5 lm LOT 3 ep CHESSER's GAP GJ TL \ SUBDIVISION PHASE I PLAT BOOK 13, PAGE 76 `� n I r..rr As3e !� LOT 4 e3 / .3 .uao] 1 Txo «+ a V LOT 4 CHESSER'S GAP SUBDIVISION PHASE 11 PLAT BOOK 24, PAGE 31 (NOT INCLUDED) 50' DRAINAGE RIGHT OF WAY LOT 4 4x4 ru CNESSERS GAP SUBDIVISION PHASE it asps PLAT BOOK 24, PACE J] (NOT ING.UOEU) fro r�Tsi3 C�� I N8930'03� 377.40' � I `"Du I N2s'1 Jmia C15 ro s� ie Ts°Pis 1/ F,IttII of 4 WI� N( AorD+rs xor s'oxN) � 5 Q'li Oi 3 3 GKSSER'S GAP Lil t �Ib SUP" AS"N PHASE ll e PLAT BOOK 24, PAGE 3T sPa PM g" 2 — _-�-+a r - aaAw.:r cAst•.mrr� — C16 i +AD 3� ''� SWM [ANC Qi ME N[RIH I/P K nS NE r/9 SG95003'W 3B390' 1 PRM PSN 6589 LEGAL. DESCRIPTfON: ALL OF CHES5ER'S GAP SUBDIVISION PHASE I, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOO( 1.3, PAGE 76 OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. AND LOT 3 TRACT A AND TRACT B CHESSER'S GAP SUBDIVISION PHASE Ii ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 24. PAGES 31 THROUGH 33 INCLUSIVE O THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. AND ALL OF CHESSER'S CAP SUBDIVISION PHASE III, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 25. PAGE 13 OF THE PUBUC RECORDS OF INDIAN RIVER COUNTY, FLORIDAL AND ALL OF CRESSER'S GAP SUBDIVISION PHASE IV, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 30. PAGES 16 THROUGH 18 INCLUSIVE OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. r1x3 :n- ac TRACT A (STORM WATER MANAGEMENT) CHESSER'S GAP SOBOINAON PHASE A PUT BOOK 24. PAGE 31 C3 0 `a M e m � 0 3 Aw JV 4 L3 a z jsp ' SV m$ T 12 0 CI a�ryJoy.�� — YF ' LE esPa L2_ C20 rvn ax. ' Lf n P LOT ]x63�CHESSER'S `LTD GAP GAP SUBDIVISION PHASE ll N 7RACT 6' PSV Msa PLAT BOW 24. PACE 31 (NOT INCLUDED) i[Y (STORM WATER MANAGEMENT) p P CHESSER'S GAP SU/301W90N PHASE 11 3 N N O PLAT 9GOK 29, PACE 31 O p o � sr d m3 PAM Pt_a ub O V! swfluxL rr ra NaRM rp cr nz xF 1/4 sEcm: I]-r. \ 50' DRAINAGE RIGHT OF 5G9S0'03"W 276.67' WAY SURVEYOR'S NOTES L THIS SURVEY DOES NOT UETT:HMINE OR INDICATE LAND OWNERSHIP. Z. THE SURVEYOR OO NOT RESEARCH OR ABSTRACT THE LAND RECORDS FOR RIGHS-OF-WAY. EASEMENTS. RESERVATIONS. DEED RESTRICTIONS. ZONING REGULATIONS, SETBACKS, LAND USE PLAN DESIGNATIONS, LIENS, MURPHY ACT RIGHTS -OF -WAY, AREAS OF LOCAL CONCERN, OR OTHER SIMILAR JURISDICTIONAL DETERMINATIONS TO THE EXTENT THAT THIS TYPE OF INFORMATION 15 SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF INFORMATION PROVIDED BY THE CUENT OR INFORMATION OTHERWISE KNOWN TO THE SURVEYOR AND MAY NOT BE COMPLETE. 3. UNDERGROUND UTILITIES. BUILDING FOUNDATIONS, AND OTHER UNOER2ROUND FIXED IMPROVEMENTS WERE NOT LOCATED UNLESS OTHERWISE INDICATED. TO THE EXTENT 111AT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF SURFACE RNOICADONS OBSERVED BY THE SURVEYOR AND MAY NOT BE COMPLETE 4. JURISDICTICNAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY SITE WERE NOT DETERMINED OR LOCATED. 5. THE SURVEY DATE IS THE FIELD DATE SHOWN IN THE TITLE BLOCK, NOT THE SIGNATURE DAIS. 6. BEARINGS BASED ON THE ASSUMPTION THAT THE NORTH RIGHT OF WAY LINE OF SOUTH FLEMING STREET BEARS N71'42'4U`W PER PLAT O CHESSER'S GAP SUBDIVISION PHASE II. 7. ELEVATIONS IF SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 REFERENCING INDIAN RIVER COUNTY BENCHMARK 2 116 AT AN ELEVATION OF 21.6E FEET(NAVOBS), B. THIS SITE LIES WITHIN FLOOD ZONE `X` ACCORDING TO THE FLOM INSURANCE RATE MAP 12061CO111H DATED DECEMBER 4, 2012. OF DATE INDIAN RIVER SURVEY INC. (FIELD 52 OOK DRANSC SHEET BOUNDARY SURVEY GRAPHIC SCALE — -REVISIONS PROFESSIONAL SURVEYING AND MAPPING PAGES) ChfSSERS GAP 53, 62, 64, 65,66 SCALE .( 1 `=100' 1 S CERTIFICATE OF AUTHORIZATION No. LB 7545 FX/SIT/TUG COMMERC/4L a oo' P� 1" = 1D0' 1835 20TH STREET, VERO BEACH, FLORIDA 32960 IFIELD DATE JOB 7 PHONE (772) 569.7880 FAX (772) 778-3617 o6nmzs I IRs-zz-Tas OF LEGEND BFP = BACKFLOW PREVENTER (C) = CALCULATED CB = CATCH BASIN CONC. COVD. = CONCRETE = COVERED CM CONCRETE MONUMENT CBS CONCRETE BLOCK & STUCCO DDCV 05 = DOUBLE DETECTOR CHECK VALVE DRAINAGE STRUCTURE EL = ELEVATION EDP EOW = EDGE OF PAVEMENT = EDGE OF WATER FFE = FINISHED FLOOR ELEVATION FND. FOUND GFE I0 = GARAGE FLOOR ELEVATION IDENTIFICATION INN. .INVERT IP =IRON PIPE III IRC IRON ROD = IRON ROD PATH CAP LF = LINEAR FEET LB LICENSED BUSINESS LS OHW = LAND SURVEYOR = OVERHEAD WIRES O.R.B. = OFFICIAL RECORD BOOK (PT = PLAT PG. PLAT BOOK PAGE PUS = PROFESSIONAL LAND SURVEYOR PRM = PERMANENT REFERENCE MARKER PSM RCP = PROFESSIONAL SURVEYOR AND MAPPER REINFORCED CONCRETE PIPE (S) = SURVEYED SMH - SEWER MANHOLE TOS = TOE OF SLOPE TOB EOW = TOP OF BANK = EDGE OF WATER [Os = UTIUTY POLE T— - MY ANCHOR DG.: - WATI:T VALVE = FIRE HYDRANT = WELL = SEWER GATE VALVE a OAK (149) = PALM (295) p = PINE (130) �j D D IjJ A N 3 0 2026 1 NOTVAL!1,0 `F 611L _THE011,13 ALORDIGITAI.SIGNATURE ANT) THE5FA1<DF A: FL(f81TAiT'LCF13E0 SURVEYOR ANO MAPPER S'FLARTECHINi i54895 D TE FLdkmA,RE-0I14jRED LAND SURVEYOR P Chesser's Gap Multi -Family FLUM Amendment, Rezoning, & Conceptual PUD-R Development Plan arvaF SEBASTL HOME OF PELICAN ISLAND ffin-E-c E 0 W S fl, im JUL 1 9 1025 _ COMMUNITY DEVELOPMENT DEPARTMENT BY: 1225 MAIN STREET x SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 a www.cityofsebastion.org ❑ Comp Plan Land Use Amendment (Large Scale) X Comp Plan Land Use Amendment (Small Scale) ❑ Comp Plan Text Amendment ❑ Land Development Code Text Amendment ❑ Rezoning ❑ Annexation Project Name: Chesser's Gap Multi -Family Total Site Area: 29.43 Acres _ F Parcel ID:31-38-13-00008-0000-00005.0, 00004.0, 00002.0, 00001.0 Existing Address of Site: 690 Wave St., 755 S Fleming St., 760 S Fleming St., and 790 S Fleming St. Proposed Address of Site: 690 Wave St, 760 S Fleming St, and 790 S Fleming St._ V Proposed Use: Multi -family Townhomes Land Usemetl` rA Pt Zoning: PUD-R Ct2M.�o) Medium Residential Contact Name: MBV Engineering, Inc. - Mr. Todd Howder Address: 1 835 20th Street, Vero Beach, FL 32960 Telephone: 772-569-0035 Email: toddh@mbveng.com Applicant (If not owner, written authorization (notarized) from owner is required) Owner: Sebastian Townhouses, LLC. Address:2700 Davie Road, Davie, FL 33314 Telephone:954-693-9900 Email: nfernandez@anfgroup.co/m Date Received: 1 I1-9(Q Fee Paid:i 5M -aO Received by:� 1 k0 FORM B Surveyor: Indian River Survey, Inc. Address:1835 20th Street, Vero Beach, FL 32960 I Telephone:772-569-7880 Engineer: MBV Engineering, Inc. Email: stevec@indianriversurvey.com Address:1835 20th Street, Vero Beach, FL 32960 Telephone: 772-569-0035 Email: toddh@mbveng.com Pre - Application Meeting Date: I April 11, 2024 DESCRIPTION OF PROPOSED PROJECT: The project proposes a Future Land Use Amendmant of the above reference parcels from PUD-Commercial to PUD-Medium Residential with a 10 DU/ ac in support of the proposed Multi -Family Townhomes development for the parcels. SIGNATURE OF APPLICANT I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of approval does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction: j Mr. Al Fernandez Print name Signature \ Date J Notarv: �^//nn l&1_16 STATE OF: 3 Cam. COUNTY: 13fo )ff4d I hereby certify that on LJ�6'�r%�54� 20 �'' I _ / �'' _ �, � personally appeared 141&1J /�%i�Gl1KJ�•� who is /-/ personally known to me or has _ produced identification. Type of identification produced: ✓ [SEAL]is�ric'J%�� tart' Public ,,•. M Commission Ex fires: •tN` u ~•.. I JOSEFINA JANET FLORES y P ?° Notary Public - state of Florida P Commission = NH 102985 oar' My Comm, Expires Mar 31, 2025 Sondeo through National Notary Assn. " FORM B PE C E 0 W E on JUL Z 9 2025 BY: COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 a www.cityotsebasfan.org EV1EW APRL1CATION DEVELOPMENT �. � 0 Comp Plan Land Use Amendment (Large Scale) ❑ Comp Plan Land Use Amendment (Small Scale) 0 Comp Plan Text Amendment Land Development Code Text Amendment X Rezoning ❑ Annexation Project Name: Chesser's Gap Multi -Family Total Site Area:29.43 qesF Parcel ID: 31-38-13-00008-0000-00005.0, 00004.0, 00002.0, 00001.0 Existing Address of Site: 690 Wave St, 755 S Fleming St, 760 S Fleming St, and 790 S Fleming St. Proposed Address of Site:690 Wave St, 760 S Fleming St, and 790 S Fleming St. t Proposed Use: Land Use: Zoning: P Multi -family Townhomes Medium Residential g PUD-R Contact Name: MBV Engineering, Inc. - Mr. Todd Howder Address:1835 20th Street, Vero Beach, FL 32960 Telephone: 772-569-0035 Email: toddh@mbveng.com Applicant (If not owner, written authorization (notarized) from owner is required) owner: Sebastian Townhouses, LLC. Address:2700 Davie Road, Davie, FL 33314 Telephone:954-693-9900 Email: nfernandez@anfgroup.com Date Received: Fee Paid: f j-� _ Received by: �3 5 to-n FORM B surveyor: Indian River Survey, Inc. I Address:1835 20th Street, Vero Beach, FL 32960 I Telephone: 772-569-7880 IEngineer: MBV Engineering, Inc. Email: stevec@indianriversurvey.com Address:1835 20th Street, Vero Beach, FL 32960 I Telephone:772-569-0035 Pre — Application Meeting Date: : April 11, 2024 DESCRIPTION OF PROPOSED PROJECT: Email: toddh@mbveng.com J The project proposes a Re -zoning of the above reference parcels from PUD-C (Commercial) to IPUD-R (Residential) in support of the proposed Multi -family townhomes development for the parcels. SIGNATURE OF APPLICANT I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of approval does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of constructiari: ` Mr. Al Fernandez Print name Signature Date Notarv: STATE OF: T/I�dl��)oodd— COUNTY: k3l/A I hereby certify that on Albov Ief��& 7de0 eoentxr who is !// personally known identification. Type of identification produced: z 20 personally appeared to me or has _ produced [SEAL]/ tar Public / My Commission Expires:/�?/Z✓� �ipG.: JOSEFINA JANET FLORES ?..�; Notary Public -State of F:o ida Commio`. My Comm. Expires sion # iO8 ExpiresMar392025 Bonded through National Notary Assn. ' rr,..iW r•iY'Yr•i5r4Y1•WIr uI 4\i .yir •IiiY�. FORM B MYOF HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET k SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 . www.citvofsebastian.orq X PUD - Conceptual Development Plan ❑ PUD — Preliminary Development Plan Aso acres or <) ❑ PUD — Preliminary Development Plan (> dean so acres) ❑ PUD — Site Plan ❑ PUD — Final Plat FX1 W r__A� JUL 1 9 1025 BY: ❑ SUBDIVISION — Division of Single Lot (Residential) ❑ SUBDIVISION — Preliminary Plat (so acres cr <) ❑ SUBDMSION - Preliminary Plat (> thanso acres) ❑ SUBDIVISION — Construction Plans ❑ SUBDIVISION —Final Plat ❑ SITE PLAN (Administrative Approval) ❑ SITE PLAN (Major Modification) ❑ SITE PLAN (New Development) ❑ SITE PLAN (Minor Modification) Project Name: Chessers Gap Multi -Family Total Site Area: 29.43 Acres F Parcel ID: 31-38-13-00008-0000-00005.0, 00004.0, 00002.0, 00001.0 Address of Site: 690 Wave St., 755, 760 & 790 S. Fleming St. Proposed Use: Multi -Family Townhomes Land Use: Medium Density Residential Zoning: PUD-R (RM-10) Applicant Name: Sebastian Townhouses, LLC Address: 2700 Davie Road, Davie, FL 33314 Telephone: 954-693-9900 Email: nfernandez@anfgroup.com Applicant (If not owner, written authorization (notarized) from owner is required) Owner: Same as Applicant Address: Telephone: Email: Date Received: `� Fee Paid: Jl a.SD� Received by:r��'/S FORM A ISurveyor: Indian River Survey, Inc. I Address: 1835 20th Street, Vero Beach, FL 32960 Telephone: 772-569-7880 Engineer: MBV Engineering, Inc. Email: stevec@indianriversurvey.com Address: 1835 20th Street, Vero Beach, FL 32960 Telephone: 772-569-0035 Email: toddh@mbveng.com Pre - Application Meeting Date: I April 11, 2024 DESCRIPTION OF PROPOSED PROJECT: ' Proposed residential development offering new multi -family townhomes in the existing Chessers Gap l PUD in the transitional space between the existing commercial pod and single family residential areas of the Sebastian Highlands. Project will replace the previous approved and planned RV Resort. SIGNATURE OF APPLICANT I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with, whether specified herein or not. The granting of approval does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the per Ice of construction. Mr. Al Fernandez C ��� Print name Signature Date t Notary: - — STATE OF:Id/���- COUNTY: /1-3 II hereby/ certify that on � I� 20 21 personally appeared who is 4-'l personally known to me or has P roduced — identification. Type of identification produced: r [SEAL] otary Public "--"-" �� ^ ems- My Commission Expires:/�✓,�� *ary'.,' JOSEFINA JANET FLORES :? • Notary Public •State of F:o ida o` Commission; HH 101985 oR My Comm. Expires Mar 31, 1025 Bonded through National votary Assn, J ..WW urn rr-a.•..r•... +.i- ... ...... e FORM A Jm Li SEEN HOME OF PELICAN ISLAND COMMUNITY DEVELOPMENT DEPARTMENT 1225 MAIN STREET ■ SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 589-5518 ■ www.cityofsebastion.org PUBLIC NOTICE CITY OF SEBASTIAN INDIAN RIVER COUNTY FLORIDA THE PLANNING AND ZONING COMMISSION/LOCAL PLANNING AGENCY OF THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, HAS SCHEDULED A PUBLIC HEARING IN THE CITY COUNCIL CHAMBERS, 1225 MAIN STREET, SEBASTIAN, AT A REGULAR MEETING TO BE HELD ON THURSDAY, FEBRUARY 51, 2026, AT 6:00 P.M., TO MAKE A RECOMMENDATION TO CITY COUNCIL REGARDING REQUESTS FOR AN AMENDMENT TO THE COMPREHENSIVE PLAN LAND USE MAP AND ZONING MAP, INCLUDING A CONCEPTUAL PLANNED UNIT DEVELOPMENT PLAN FOR A PROPOSED RESIDENTIAL DEVELOPMENT CONSISTING OF 291 TOWNHOUSES, FOR PROPERTY CONTAINING 29.43 ACRES LOCATED IN THE EXISTING CHESSER'S GAP COMMERCIAL SUBDIVISION LOCATED ALONG FLEMING STREET SOUTH OF SEBASTIAN BOULEVARD/CR 512. THE EXISTING LAND USE DESIGNATION IS CG (GENERAL COMMERCIAL) AND THE REQUESTED LAND USE IS MDR (MEDIUM DENSITY RESIDENTIAL, MAXIMUM 10 DU/AC). EXISTING ZONING IS PUD-C (PLANNED UNIT DEVELOPMENT -COMMERCIAL), AND THE REQUESTED ZONING IS PUD-R (PLANNED UNIT DEVELOPMENT -RESIDENTIAL). ALL INTERESTED PARTIES MAY APPEAR AT THE HEARING AND PRESENT TESTIMONY WITH RESPECT TO THE PROPOSED LAND USE AND ZONING REQUESTS. LOCATION DETAILS, LEGALS, SURVEYS, AND THE CONCEPTUAL PLAN ARE AVAILABLE FOR REVIEW IN THE COMMUNITY DEVELOPMENT DEPARTMENT WEEKDAYS FROM 8:00 AM TO 4:30 PM. No stenographic record by a certified court reporter will be made of the foregoing meeting. Any person who decides to appeal any decision made by the Council with respect to any matter considered at this meeting will need to ensure that a verbatim record of the proceeding is made, which record includes the testimony and evidence upon which the appeal is to be heard. (F.S.286.0105) In compliance with the Americans with Disabilities Act (ADA) of 1990, anyone who needs a special accommodation for this meeting should contact the City's ADA Coordinator at 772-388-8226 at least 48 hours in advance of the meeting. PUBLISHED: Wednesday, January 21, 2026 .m a S HOME OF PELICAN ISLAND Community Development Department Comprehensive Plan 2040 — Future Land Use Map Amendment Local Planning Agency February 5, 2026 LPA Legislative Public Hearina — Recommendation to Citv Council Comprehensive Plan Small Scale Future Land Use Map Amendment for a Specific Site known as Chesser's Gap PUD 1. Proiect Name: Chesser's Gap Residential Planned Unit Development 2. Proiect Applicant: Sebastian Townhouses, LLC Nelson Fernandez 2700 Davie Road Davie, Florida 33314 3. Requested Action: Change to the 2040 Comprehensive Plan Future Land Use Map for 29.43 acres from CG (General Commercial) to MDR (Medium Density Residential, 10 du/ac) (Summary Report Appendix F, Maps) 4. Proiect Location: a. Address: Sebastian Boulevard and S. Fleming Street b. Legal(s): Lots 1, 2, 4, and 5, Chesser's Gap Subdivision Phase II, according to the Plat thereof, as recorded in Plat Book 24, Pages 31 thru 33 inclusive, of the Public Records of Indian River County, Florida C. Indian River County Parcel Numbers: 31-38-13-00008-0000-00001.0 31-38-13-00008-0000-00002.0 31-38-13-00008-0000-00004.0 31-38-13-00008-0000-00005.0 (Summary Report Appendix D) 5. Proiect Description: The property owner and applicant, Sebastian Townhouses, LLC, has made application to amend the land use designation of the above listed parcels. The subject area consists of 29.43 acres, more or less, with the property currently a part of a commercial PUD. The applicant has requested that the existing commercial PUD be reduced in size and that the subject parcels be approved for residential multi -family development. Small scale amendments are defined by statute to be 50 acres or fewer and limited to FLUM changes for site -specific small scale development activities only. The State land planning agency does not require a review however the amendment does not become effective until 31 days after adoption by the local government. This amendment will be transmitted to the DEO if adopted by City Council. 6. Site Data: a. Site Characteristics (1) Total Acreage: 29.43 acres (2) Current Land Use(s): Commercial General (CG) (3) Current Zoning.: Planned Unit Development — Commercial (PUD-C) b. Adiacent Properties: Zoning North: CG East: RS-10 West: PUD-C South: RS-10 Existinq Use Commerce Center Single -Family Residential Commercial — Chesser's Gap Single -Family Residential Future Land Use CG LDR CG LDR 7. Comprehensive Plan Consistency: Per Land Development Code Sec. 54-1-2.9, the following shall be considered in deliberations: a. Consistency with other elements of the plan: The proposed future land use of MDR for these properties will be consistent with other elements of the Comp Plan in that the site can achieve access to transportation, utilities, recreation and open space, etc. thus adhering to proposed Goals, Objectives, and Policies that the Comp Plan lays out. a. Conformance with Ordinances: The proposal is in conformance with applicable substantive requirements of the Code of Ordinances and Land Development Code, and no changes to these ordinances are required at this time due to this request. b. Changed Conditions: Existing parcels consists of vacant commercial property with a proposed change in use to multi -family residential. The current uptick in demand for additional attainable housing is implemental for the rezoning request. The proposed change of the existing future land use designations is consistent with the proposed development of the properties. c. Land Use Comoatibilitv: The change in land use provides for a compatible transition from commercial uses to single-family areas, and will implement the Comp Plan policy for MDR: Policv 1-1.2.3: Medium Density Residential Development (LDR).... "The Medium Density designation is intended to encourage and enhance livability in the City through the provision of a diverse mix of housing stock that is attainable, well -integrated with the City's mobility network, and in close proximity and accessible to services (public and private), neighborhood and community amenities, and employment centers. Due to the nature of development within this designation, multi -modal connectivity is encouraged. The density of uses within this designation should be sensitive to adjacent neighborhoods to ensure appropriate transitions, buffers, and compatibility. " d. Adequate Public Facilities: Public facilities requirements for this proposed land use can be provided. The parcels are located within the established Urban Service Boundary Area. e. Natural Environment: An environmental assessment of the subject property has been performed and will need to be updated, if necessary, as part of the site development application. All natural resource protection measures, including tree protection, wetlands, and listed species, will be required as part of the permitting and development process. f. Economic Effect: No adverse economic effects will occur by this change in land use. Comparable ad - valorem taxes and stormwater fees will be generated from the change of commercial use to multi -family residential. g. Orderly Development: The proposed land use change is consistent with the Land Development Code and the Comprehensive Plan, and provides an orderly development pattern. h. Public Interest: The proposed change in land use does not appear to be in conflict with the public interest and is in harmony with the purpose and intent of the City of Sebastian Comprehensive Plan 2040 and Land Development Code. K, 8. Conclusion: The requested land use change from CG to MDR is consistent with Comprehensive Plan policies for Medium Density Residential Development and Allocating Residential Development, and the Future Land Use Map, and as such, staff supports a recommendation of approval to the City Council from the Local Planning Agency. D. Bosworth, Mgr/Planner PREPARED BY 1 /30126 DATE 3 CRYOF SEBASTLAN HOME OF PELICAN ISLAND Community Development Department Rezoning & Conceptual PUD Plan Applications Staff Report 1. Project Name: Chesser's Gap Residential 2. 0 4. 5. 6. 7. Requested Action: Rezoning request for a PUD-R designation, and the requisite approval of a Conceptual PUD Development Plan Project Location a. Address: Sebastian Boulevard and S. Fleming Street b. Legal(s): Lots 1, 2, 4, and 5, Chesser's Gap Subdivision Phase Il, according to the Plat thereof, as recorded in Plat Book 24, Pages 31 thru 33 inclusive, of the Public Records of Indian River County, Florida C. Indian River County Parcel Numbers: 31-38-13-00008-0000-00001.0 31-38-13-00008-0000-00002.0 31-38-13-00008-0000-00004.0 31-38-13-00008-0000-00005.0 Project Owner: Sebastian Townhouses, LLC Nelson Fernandez 2700 Davie Road Davie, Florida 33314 Project Engineer: MBV Engineering, Inc. Todd Howder, Vice President 1835 20th Street Vero Beach, Florida 32960 Project Surveyor: Indian River Surveying, Inc. Stephen P. Cartechine, PSM 1835 201h Street Vero Beach, Florida 32960 Project Description a. Narrative of proposed action: The property owner and applicant, Sebastian Townhouses, LLC, has made application to rezone the above listed parcels. If the requested reduction in size to the Chesser's Gap Commercial PUD is approved, the subject area requested for rezoning is 29.43 acres, with parcels located on both sides of S. Fleming Street and adjacent 1 North: East: South: West: to the existing commercial businesses and charter school. The existing land use designation for the site is CG (General Commercial). The applicant has requested a Future Land Use designation of MDR (Medium Density Residential, 10 du/ac) for the proposed residential parcels through a separate application. The requested zoning of PUD-R (Planned Unit Development — Residential, with an underlying zoning of RM-10) for the subject parcels requires approval of a supplementary conceptual plan in accordance with LDC Section 54-4-20.2(b). The submitted plan outlines a total of 291 townhouses for a proposed density of 9.89 units/acre. Access to the three (3) "Parcel" areas will be from S Fleming Street with four (4) proposed accessways and one (1) emergency driveway. The project is located within the Urban Service Boundary Area and can be provided water and wastewater services by Indian River County Utilities. Current Zoning: PUD-C (Planned Unit Development - Commercial) Current Land Use: CG (General Commercial) Adjacent Properties Zoning CG RS-10 RS-10 PUD-C d. Site Characteristics Current Use Commerce Center Residential Harbor Point Sub Future Land Use Residential Sebastian Highlands Sub Commercial-Chesser's Gap Total Acreage: Current Land Use(s): 29.43 acres Vacant Commercial CG LDR (5 du/ac) LDR (5 du/ac) CG Soil: Eau Gallie fine sand Immokalee fine sand Myakka-Myakka wet, fine sand (0-2% slopes) Oldsmar fine sand Holopaw fine sand (0-2% slopes) (4) Vegetation: (5) Flood Hazard: (6) Water Service: Canopy trees Cabbage Palms Excessive Brazilian pepper trees Zone X Indian River County Utilities 2 (7) Sanitary Sewer Service: Indian River County Utilities (8) Parks: On -Site Recreational Amenities (9) Police/Fire: Sebastian Police — 2.25 miles north County Fire — 1.75 miles south 8. Comprehensive Plan Consistency a. Future Land Use: Medium Density Residential (MDR- 10 du/ac), proposed b. Level of Service (1) Traffic: (Traffic Impact Analysis, 4.9.25, Summary Report, Appendix 1) The estimated preliminary trip generation for the proposed residential PUD will create an average of 1,960 daily trips. However, if the requested reduction to the commercial PUD is granted, thereby reducing the amount of commercial traffic, and based on the uses shown on the existing, approved 2004 Conceptual PUD Plan, traffic will be reduced by 11,678 new daily external trips. However, the proposed residential development does still create an increased demand on the existing roadway network and traffic impacts to neighboring roadways and intersections will be analyzed during the preliminary plat application and through a follow-up Traffic Impact Analysis. If it is determined that mitigation strategies and off -site roadway improvements are necessary, the developer will be responsible for meassures. The conceptual plan proposes four primary access points from S. Fleming Street and one emergency driveway. (2) Potable Water: The property will be serviced by public water provided by Indian River County Utility Services. Several points of connection are available. The applicant will be required to connect to county utilities and has ascertained that adequate capacity is available at the North and South County Public Water Systems to handle the additional projected flows. (Summary Report, Appendix H) (3) Wastewater: The property will be serviced by public waste water provided by Indian River County Utility Services. The applicant will be required to connect to county utilities and has ascertained that adequate capacity is available at the North and Central Wastewater Treatment Facilities to handle the additional projected flows. Points of connection will be determined and reviewed by IRC Utilities. (Summary Report, Appendix H) (4) Stormwater: The level of service standard is regulated by the St. Johns River Water Management District, the same for all developments. The Master stormwater management system is already existing and permitted, will be internal to both the commercial and proposed residential developments, and managed by the HOA. (5) Recreation: The proposed PUD will be required to contain minimum open space and recreation areas in accordance with minimum standards as established by the Comprehensive Plan and Land Development Code. The preliminary development plan will be required to demonstrate proper compliance with this regulation. Conceptually, the proposed PUD indicates compliance with these minimum standards. 3 (6) Solid Waste: There will be an increased demand on solid waste as the property is currently vacant. 9. Conformance with Code of Ordinances: The proposed rezoning and conceptual PUD plan is consistent with the Code of Ordinances. 10. Changed Conditions: Existing parcels consists of vacant commercial property with a proposed change in use to multi -family residential. The current uptick in demand for additional housing units could be weighed in making a rezoning determination. 11. Land Use Compatibility: Subject property is adjacent to both commercial uses and single-family subdivisions. The proposed multi -family use, specifically townhouses, supports a transitional intensity from commercial into the surrounding low density residential areas. 12. Adequate Public Facilities: Public utilities (water, wastewater) will be incorporated within the development of the proposed PUD. 13. Natural Environment: The proposed PUD will be required to contain minimum open space and recreation areas in accordance with minimum standards as established by the comprehensive plan. The preliminary development plan will be required to demonstrate proper compliance while also incorporating best management practices to keep and maintain natural buffers along with stormwater lake shorelines. 14. Economic Effect: The proposed subdivision provides an additional 291 residential units, which in turn creates an expanded tax base for the City of Sebastian. Fees collected from the development will fund basic services of the City, including stormwater and recreation services. However, the loss of commercial taxes regarding the reduction of the commercial PUD area should be considered, and if more desirable than residential. 15. Orderly Development: The proposed conceptual plan is consistent with the comprehensive plan and provides for orderly development given the location of the site, which is adjacent to both commercial and single-family properties. The property has provided assurance of the availability of sufficient public facilities and access. 16. Public Interest: The Comprehensive Plan outlines the necessity to incorporate residential developments and housing stock with a mixture of housing types which should be developed as "Healthy Communities." The project, by providing needed multi -family housing, and providing a mix of recreational amenities that will support healthy lifestyles and physical activities, is consistent with the future goals and objectives of the City of Sebastian. Therefore, staff finds that the proposed conceptual plan is not in conflict with public interest. 17. Contents of Conceptual Development Plan (Sec. 54-4-20.2(b)): a. Vicinity map: provided - Zoning and Land Use Maps, see Summary Report b. Property boundaries: provided — Survey, attached C. Existing conditions: provided — Environmental Impact Report, see Summary Report d. Development plan: provided: 4 (1) Land use: MDR (Medium Density Residential), proposed (2) Circulation: The roadway design plan incorporated within the conceptual development plan depicts four access points of ingress/egress from S. Fleming Street, in addition to one emergency access driveway, and an internal circulation system within each of the development's "Parcels". (3) Conceptual drainage plan: Attached - Final design of the proposed residential stormwater system into the Master PUD system will be required to be in compliance with SJRWMD and City of Sebastian standards. (4) Density: 9.89 dwelling units per acre (5) Nonresidential use square footage: accessory recreational structures only, no commercial proposed G. Written material: Provided — PUD Summary Report from Applicant, attached (1) Planning objectives: The Chesser's Gap Residential PUD Conceptual Development Plan currently consists of a single phase, with designation of the properties as a PUD intending to promote creative design. In a PUD, elements of the design such as lot size, setbacks, etc. may be negotiated to allow clustering of open space and recreational areas. The proposed plan indicates that while offsetting requested dimensional considerations with public benefits, compliance with open space, recreation, and stormwater requirements will be met. (2) Development schedule: not provided (3) Environmental impact statement: An initial environmental impact assessment was submitted for review with the conceptual PUD plan. Additional specific species studies will required with the preliminary plat/plan application, and a 100% Gopher Tortoise Survey before landclearing. (4) Public facilities impact statement: (a) Quantity of wastewater generated; Based on Sebastian's adopted Level of Service for sanitary sewer, which is 250 gallons per day per unit, an estimated 72,750 gallons per day will be generated for the development. Capacity is available and has been verified with Indian River County Utilities by the project engineer. (b) Description of proposed recreational facilities; The development will be improving the adjacent ' Master stormwater tract with various recreational amenities for public use which include walking trails, an observation lookout, canoeing/kayaking access, and fishing. Additional facilities within the separate development "Parcels" include a sports facility with a tennis/pickleball court, dog park, playgrounds, and an event gazebo. Cumulatively, the proposed facilities meet the subdivision's total recreational space requirement. A (c) Quantity of potable water required; Based on Sebastian's adopted Level of Service for potable water, which is 250 gallons per day per unit, an estimated 72,500 gallons per day will be generated for the development. Capacity is available and has been verified with Indian River County Utilities by the project engineer. (d) Estimated number of school age children expected within the development: The developer must provide a School Capacity Availability Determination Letter (SCADL) from the Indian River County School District with the submittal of the preliminary plat/plan. However, an initial estimate of school -attending children that may live in the development, based on a SDIRC formula, is approximately 20, which current school capacity can accommodate. (e) Estimated property tax and/or sales tax revenue generated by the project by phase; and Property taxes - $230,924± yearly ($350,000 assessed house value); Stormwater impact fees - $48,888± yearly; Recreational impact fees - $283,725± one-time (f) Any other positive or negative public facility impact. In addition, the statement shall also include all public facilities impact information that may be submitted as part of the Development of Regional Impact (DRI) review process, as applicable. This project is not a Development of Regional impact as defined by the Florida Statutes. f. Open space and landscaped areas: The proposed PUD will provide approx. 6 acres of recreation space and 14.87 acres (50.54%) open space to satisfy the minimum standards as established by the comprehensive plan. 18. Other Matters: • The developer is requesting consideration in regards to the PUD design to allow the townhouses a lanai option which would possibly exceed maximum building coverage per lot by 1.18%, exceed maximum FAR per lot by .93%, and have decreased overall Open space by 2-3%. These design allowances are proposed to be counterweighed with the following additional public benefits: a) Addition of public sidewalks along both sides of Fleming Street from CR512 to Harbor Point providing pedestrian connectivity to surrounding commercial areas and adjacent subdivisions b) Providing street trees and benches along Fleming Street c) Public recreation areas that exceed minimum As the code requires that the amenities should provide "significant" public benefit, staff recommends that an additional sidewalk on Wave Street be installed so that the George Street -area residents have a safer pedestrian way to access the new, closer public park areas, and that the sewer line is extended east along Fleming Street to the approximate entry into Collier Creek Lake Estates, allowing for more potential future hook-ups into the sewer system and removal of existing septic systems. 0 As shown on the conceptual plan, the individual townhouse lots along the southern boundary encroach into a platted 40-foot drainage easement. As this drainage easement contains a large conveyance swale that is a part of the master stormwater system, and permitted by SJRWMD, approval of these to -be new platted lots should be received from the water management district. Restrictions of what can be placed and permitted within the easement area should be established in HOA docs. • With regards to the amenities that are being provided for general public use, the Final Plat will be required to dedicate the areas to the public with maintenance by the HOA. The perimeter landscape buffers and tracts will be required to have specific landscaping plans included with the Preliminary Plat submittal for staff's review, and meeting opaque buffer requirements for any of the boundaries adjacent to the single-family districts. Separate site plans are required for each of the private and public recreational areas/tracts. Compliance with parking standards and landscaping requirements will be reviewed. Model homes are Conditional Uses in the residential zoning districts and as such, will require approval by the PZ Commission. 19. Conclusion: The requested rezoning from the existing PUD-C (Planned Unit Development — Commercial) to PUD-R (Planned Unit Development- Residential), in addition to the Conceptual PUD Development Plan, is consistent with the Comprehensive Plan, Land Development Code and Code of Ordinances. 20. Recommendation: If the Planning and Zoning Commission forwards a favorable recommendation to City Council to approve the requested rezoning and Conceptual PUD Plan for Chesser's Gap Residential, staff recommends the following conditions: 1) Written approval from St. John's River Water Management District (SJRWMD) acknowledging that the encroachment of the proposed lots along the southern boundary into the forty -foot (40') drainage easement is allowable with regards to their rules and regulations, and in accordance with the SJRWMD Drainage Permit for Chesser's Gap. 2) The proposed lots along the southern boundary shall not be allowed to construct or install any covered structures within the 40' Drainage Easement including lanais, sheds, gazebo's, etc. The restriction shall be established within the HOA's Covenants & Deed Restriction documents. The HOA document shall also establish that any fences and landscaping placed within the drainage easement shall be removed and replaced at the owner's or HOA's expense, if any maintenance activities require such removal. 3) The public recreational amenities shown on the plan shall be completed before the Certificate of Completion is issued for the subdivision, or any first phase or "Parcel" of the subdivision. 4) The public recreational amenities shall be formally dedicated on a Final Plat for use by the general public, in perpetuity, and establish that the maintenance responsibilities of those areas will be by the HOA. If the public amenities are not maintained properly and become blighted or unkempt, the PUD may be found in violation of its approval. As the primary location of the public recreational amenities is located on the Master Stormwater Tract, 7 whose dedication and maintenance responsibilities were established on a previously recorded Chesser's Gap plat, an additional legal document, excluding HOA Covenants and Deed Restriction, will need to be recorded establishing public use and HOA maintenance before Certificate of Completion is issued for the subdivision, or any first phase or "Parcel" of the subdivision. 5) All other recreational areas/tracts are to be completed before 25% of the residential units for that "Parcel" has received their Certificates of Occupancy. No further Certificates of Occupancy will be issued until the recreational tracts are completed. 6) If the townhouses propose to include lanais that affect Open Space and Floor Area Ratio (FAR) compliance, additional amenities which have a clearly significant public benefit may be considered in return, as allowed per Land Development Code Section 54-2-5.11(f)(5), more specifically a sidewalk on Wave Street and extension of the sanitary sewer line down Fleming Street, and shall be discussed with staff before submittal of the Preliminary Plat application. 7) Revisions to the street design in the "Southwest Parcel" regarding compliance with the City's subdivision standards and Land Development Code, must be reviewed and approved by staff before submittal of the Preliminary Plat. 8) Maintenance responsibilities of the trees and any applicable irrigation systems that are to be installed along Fleming Street within the road right-of-way shall be by the HOA. The final plant material of the trees along Fleming Street shall be determined by the city. All utility infrastructure specific to the residential development that traverses under Fleming Street, or is installed within the right-of-way, shall be the responsibility of the HOA, including certain maintenance, repairs, and replacements. 9) Separate site plan applications, administratively reviewed and approved, shall be required for all of the recreational areas/tracts. Model homes shall be required to receive conditional use approval by the PZ Commission. 10) As recommended from the Environmental Impact Report, specific protected species surveys shall be required to be submitted for gopher tortoises, scrub jays, and eastern indigo snakes before issuance of the Landclearing permit. 11) All boundaries abutting single-family residential districts shall be required to install opaque buffers in accordance with Land Development Section 54-3-14.16(c)(1) & (d). 12) A "non -monotonous" color scheme for the outside building colors is required, to be approved by the Community Development Department 13) A School Concurrency Availability Determination Letter (SCADL) issued from the Indian River School Board must be submitted with the Preliminary Plat application PREPARED BY I 1 -3'> 1 ace DATE Itl P._I �ll �� �I r I� 111 I I I I TYPICAL PARKING AND ROADWAY DETAIL SCALE: VFW l Y •J �I • I II I K' �' r ��. 9 n Ir. i n I_n r. •a r. ;I HIM 16144110 Ire= I - ,�W== r. :r. �n nR r.r Ir nn n n R n r -" " ""` Ir• OVERALL SITE PLAN scn.E: r - Bo r," GRAPHIC SCALE IN FEET ) 1 Inch = SO KL LEGEND EXISTNK PROPOSE.ASPHALT EXISTING CONCRETE PROPOSEDCONCRETE PROPOSED SITE FEATURES PROPOSED DRIVE -I I PORCHES IT: SITE DATA TOTAL SITE AREA: 29.43 AC NORTH TRACT: IE V AC SW TACT: 10.3DAC SEMACT251 AC DENSITY. NEW PUDRESIMNTAL 10 WAC 29.43AC,10du -29F. TOTALOWEWNGUNITSALLOWED: =2Xdu NORTH TACT:199 UNITS SW TACT: I03 UNITS SE TACT: 25 UNITS TOTALOVIEWNGUNITSPROVIDED = 291 du(9.B9 dWe4) NORTH TACT: I UNITS (2OFT W DE) TRA CT: ACT: I03 UNITS (20FT WIDE) SE TACT: 24 UNITS (20F7 WDE) NORTH TRACT: T OTAL AREA: 16.62AC .Ers2 S6 - BUILDING COVERAGE (MAX 60%): 23.45%(3.90 M) OPEN SPACE (MIN W%): SO DM (7.74 AC) FAR (MAX 0 BID): 0.23 rTRACT: III. — DE ITY [ BUILDING COVERAGE (MA%60%J: 23.X%23.T6% (2.45 AC) OPEN SPACE (MIN 50%): 6 %(5.15AG) 0.39 FAR (MAX O.BD): 0.39 SWTNEAST TACT: TOTALARE4: 2.51 AC DENSITY: B.56. BUILDING COVERAGE (MAX SO%): 22.TI % (0.-AC) OPEN SPACE (MIN 50%)', Sam%(1A1 AC) FAR (MAX I.EgJ 037 PURR TRAOT!TOTAL;: TOTAL AREA. 29.43AC DENSITY: 9m—. BUILDING COVERAGE (MAX SO%): 23 55%(8.93 AC) OPEN SPACE (MIN W%): 50,FA % (14,67 ACI FAR RdA%0.60): 0.39 PARKING DATA REQUIRED PARKING: TOWNHOMES: 15 SPACES PER DWELLING UNIT ♦ 1 VISITOR SPACE PER 5 REQUIRED PARKING SPACES REQUIREDPARKI— TOWNHOME UNITS: 291 UNITS • 1.5= 437 SPACES VISITOR PARKING: 437 REQUIRED PARKING/5- ST SPACES TOTAL TOWVHOME PARKING RMURED= S4 SPACES PARKING PROVIDED: MIA NHOME UNITS: 2 SPACES I UNIT = M SPACES (1 GARAGE SPACES I 1 DRIVEWAY SPACE) GUEST PARKING (STAND ALONE): = 74:PACES TOTAL PARKING PROVIDED: =662 SPACES PUBLIC BEfJEFIT INFF�Qr9TJj�,J`TURE (6EE CC=KEP•1✓_PIA•;rORFW,HE q I. BICYCLE INFRASTRUCTURE THE PROJECT PROPOSES ONSIM BICYCLE INFRASTRUCTURE (RACKS. TRAILS) II. FLEMING SJREET ROW IMPROVEMENTS: SIUEWAU4S THEPROJECTPROPOSESTOINSTALLPEDESM NSIDEWAIXSALONG FLEMING STREETS WTHIN THE ROWS FORM CR 512 TO ARBOR POINT sUBDIMSION. SIREETMEES IIPARK MNCHES: THE PROJECT PROPOSES TO INSTALL STREET TREES W THIN THE ROW FROM THE PROJECTS SOUTHERN UMITS TO CR 512. PARK BENCHES W LL ALSO BE PROVIDED WT9N THE ROW ANDADJACENT TO THE NEW SIDEWALK( EXTENSIONS THAT W LL PROVIDE A PEDESTRIAN PATH BISECTING THE PILO WTI SHADED. TREE LINED PATHS FROM OR 512 TO THE EAST LIMITS OF THE PUD. III. PARKS AND OPEN SPACE THE PROJECT PROPOSES TO INSTALL PECESTRIAN PARR AREAS ON THE PROJECT SITE WT1 WALKING TRAILS. FOUNTAINS AM VARIOUS PARK -LIKE AMENITIES. THE PROJECT WLL ALSO IMPROVE THE 9.37 AC STORMWATER TACTS TO PROVIDE ADD TONAL WALKING TAILS AND BENCHES. IV. GREENWAYS THE PROJECT PROPOSES TO CONSTRUCT PEDESTRIAN GREENMJAY TRAILS ADJACENT TO THE EMSTNG LIKES AM W THIN THE DEVELOPMENT. GREENWAY TAILS MAY PROVIDE FOR ITEMS SUCH AS UNDSCAPE FEATURES. BENCHES AND GAZEBOS. THEE�N2 Vl1j IA1N EAIS it NG SIURNIWXIEH FAI:ILI IE� ATALL TIMES FOR THE EXISTING PUDIC PARCELS. STORM PIPING FROM FLEMING STREET MAY REQUIRE MOD'FICATIONS/ADJUSTMENTS TO ACCOMMODATE THE POOR DEVELOPMENT, BUT STORMWATER FLOWS FROM THE EXISTING COMMERCIALLY DEVELOPED PARCELS SHALL BE UNENCUMBERED AND MAINTAINED AT ALL TIMES, W t Q I I I I I I I I 0 r O W W � h W KW- � O O O U O In r Ua� =€ O FE Z �NQ �U 4 Z 2'�w LJJ Q z W>z I.,v m�Eq Z 1� Lm Nita 1-- Z Q W as O Z) ` (L 0 Lu U� Z W O U) U CQ C b O NOT FOR CONSTRUCTION PION SHEETS ARE PRELIMINARY AND FOR INFO NATION ONLY, PUNS SHOULD NOT BE USEDAS PUNS FROM THE ENGINEER OF RECORD TO ENSURE THAT ANY MDENUUMS ARE PROPERLY DISTRIBUTE.. PUNS ARE INVALID WTHOLT ENGINEER OF RECORDS SEALANDSIGNADJRE. SHEET CSP-1 22-0097 W W V/ w a \ ,Qry F FFr \ OlArGSET WCONCRETE `t.S B E`\= _...w SIDEWALK I lei INIT TOWNHOUSE- 91 m I 7GUEST PARK<� RIKERAGK/ W I iNfd 4 (TYP.I - - � •r IAIIiL71EfE- ----r- m » 1 _} O'CONCRETE ` BARE RACK SIDEWALK � I I o I � m I I I m 1JNIT a UNIT m TOWNHOUSE TOVVNJOUSE c LJ u U LJ LJ uI L-1 L= - tl 40' DRAINAGE EASEMENT SOUTHEAST PARCEL SITE PLAN SCALE: 1'-W N GRAPHIC SCALE 4� 0 30 BO (IN FEET ) 1 Inch= 30 It LEGEND EXISTING ASPHALT PROPOSEDA5PHALT EXISTING CONCRETE PROPOSED CONCRETE PROPOSED SITE FEATURES PROPOSEDDRNEWAYIPORCHES BEGIN 4' SIDEWALF 6'CONCRETE SIDEWALK ® TRACTS STORMWATER 536 LF 8' STABILIZED WALKING PATH PROPOSED GAZEBO SE PARCEL SfTE DATA TOTAL SITE AREA: 2.51AC DENSITY: NEW PUORESIOENTIAL', 10 dWAC 2.S1 AC. 10d. TOTAL DWELUNG 11NNS ALLOWED: =251 d. =25& TOTAL DWELUNG UNITE PROPOSED -2— PERVIOUS I IMPERVIOUS. AREAS: SITE: 2,S1 AC 109.368 SF 100% IMPERVIOUSAREA: 47,.15 SF CLOM BUILDINGS 24,840SF 22.71% DRIVEWAYS IPATOS 6,48DSF 5.82% 4 SIDEWALK$ C762 LF) 3'6105F 3.48% PAVEMENT 12.765 SF 11 S I% PERVIOUS (OPEN SPACE) WA73SF 55.20% FAR INDIVIDUAL LOTS FIRST FLOOR • 687 5F SECONDPOORSF TDTAL=1,674 SF 11,8635F=0.B5 OVERALL 2,51 AC PARCEL 1.674 SF.24 UNITS - 40,176 SF I IW.387. OX TRACT 6 STORMWATER RECREATION CALCULATIONS: B'WIDEWALKJNGTRAIL 53SLF(4,2SDSF10.10AC) 10 FT GAZEBO FOOT BRIDGE (2) PARK BENCHES BIKE RAG( PL..Ijjl ([,RECREATION CALCULATIONS REC�=%€.11 AC PER UMT = N UNITS..01 AC = BE PARCEL: 0.24 AC PROVIDED: = 0-AC OF PROPOSED PARK I PLAY AREA AMENITY WILL BE PROVIDED ON SITE. HOWEVER, THE PUD-R PARCELS ARE ADJACENT AND CCW IFCTED T03M AC (40%OF THE 6.37 AC) OF I-- TRACTAREA THAT WILL BE IMPROVED AND DEDICATED TO PROVIDE VARIOUS ADDITOWIL RECREATIONAL AMENITIES THAT W L-EKLEED THE CODE REQUIREMENT. PLEASE SEE THE CREC- RECREATON AREAS MAP PLAN FOR THE PROPOSED ON -SITE AND OFFSITE BREAKDOWNS ANDTOTALS. PARKBENCH (TYP.) LOCATION MAP Y - 2.47' - — STANDARD 3S SF PATIO I 2030 2061 1,SF In035 BUILDING LOT COVERAGE m$ TVPICAL GARAG F PARKING III I COVERED _ P.— yI_ m Ea• I ; TYPICAL PARKING LJ OD 10AZ , —2 ' LOT WIDTH TYPICAL TOWNHOUSE LOT DETAIL SCALE.: V- 10 LOT SITE DATA TOTAL LOTAREA: I,BF3 SF (0.05AC) PERVIOUS! IMPF, RVI0U5 AREAS: sm.. DS AC 1,963 SF 100% IMPERVIOUS AREA: 1,3055E H49% TOTAL BUILDNIS FOOTPRINT 1,0395E 52i .73% GiIVEWAYSIPAl- VO SF 1376% PERVIOUS(OPENSPACE) 6585F A51% FAR INDIVIDUAL LOTS FIRSTFLOOR- 07 SF 6ECONDFLOOR 967S1 TOTAL • 1.674 SF 11.963 SF= 0.65- •OVERALL 2.S1 AC PARCEL 1.674 SF. 24 UNITS • 40,176 SF 1109.387. 0,37 (0.W ALLOWABLE) W Q I I I I I I I I d Z g d w I J W U Q a W O U) O } J_ Q EL Q Lu W Tn Q W to m U ym F U 4UlTs616 1'rX92PRI AND FOR INFORMATION ONLY. PLANS SHOULD NOT SE L76ED AS A BASIS FOR BIDS. CONTRACTOR SM LDORDER THE OFFICIAL PIANS FROM THE ENGINEER OF RECORD TO ENSURE THATANY ADDENDUM S ARE PROPERLY DISTRIBUTED. PLANS ARE INVALD WITHOUT ENGINEER OF RECORDS SEALANDSIGNATURE, SHEET CSP-2 22-000i - 6.00' AIL$ t l STANDARD 3S SF PATIO g zo.6D• - ,� - 20.67 - 1.MSF BUILDING a LOTCOVERAGE s 1 � y9 TYPICAL GARAG F i PARKING B - 8w u LOT SffE DATA TOTAL LOT AREA'. 1.M SF (O05 AC) FERJIDLB I IMPERVIIXIS AREAS: } 1NIT� \\� \., o IHO SE \,- / 6p, `Tip A4 % sF \SF4jF 0 . ✓ I . � J'eGRR \.. �� 6 UNIT \ COVERED SITE: 0.05 AC 1.963 SF 10 PORCX 0% � TTT IS. M MOUT OPTIONAL LANAI , _ - IMPERVIOUSGS S 1.SB9% SF ,4 1 7 4,00' BUILDINGS 1, MSF 52.73% OTIVEWAYS (PATIOS 270210 SF 13.76% PERVICUS(OPEN SPACE) SSSSF MS,% / FAR ^` TYPICAL INDIYIOUALLOTS 6 UNIT PARKING FIRST FLOOR =6S7 SF SECOND FLOOR %7 SF TOWNHOUSE Li TOTAL=1,674 SF 11,963 SF =0.W _ •OVERALL ISM AC PARCEL / 10A2 - 1,674SFr 103UNIM-1T2.Q2SF / 675 SF POOL HOUSE BATHROOMS LOT WIDT-1 TOTAL 1 MA7 SF 1448.692.0.39 1 TYPICAL TOWNHOUSE/ LOT DETAIL SCALE: 1- 17 / I d PIN. / / 6 U IT ` PARK 6ENCH, TOWNHOUSE , I' I j P' �1 u S' STABILIZED�\ WPAT. PAT: I it I PARK BENCH, V - 6 UNIT 6UNIT (TYP) - TOVM►40USE TOWNHOUSE i BIKE •f, DOG PARK TYP 10 UNIT ) II I TOWNHOUSES J'-'T { 0' I J 3 6UNIT 6UNIT tNIT To TOWNHOUSE TOWNHOUSE F4- ➢ 1J I L� I ` 40' DRAINAGE EASEMENT a — SOUTHWEST PARCEL SITE PLAN SCALE:—. TOWNHOUSENIT IHOUS / OPEN PARK- / WITH PARK AMENITIES I OPEN PARK WITH PARK AMENITIES SIDEWALK -J - BIKE RACK 1�"` AT `. 1 {OYF34• �•,_ TOWNHOUSE PLAYGROUND B SNIT TOWNHOUSE t ' — _ — — 20' BUILDING SETRAr-- _ rT r-1 r� 11 r1 SW PARCEL SfTE DATA PUBLIC RECREATION CALCULATIONS TOTAL SITE AREA: 10.30AC REQUIRED: 6 UNIT =D61 AC PER UNIT TOWNHOUSE =103 UNITS v .M AC DENS( NEW PUDRESIDENTIAL: 10 tlWAC =5W PARCEL: 1.03 AC Y t03ACx t0 du -15 tl" PROVIDED: Q I TOTAL DWEWNG UNITS ALLOWED. =1. tlu =D.O AC OF PROPOSED RECREATIONAL AMENITIES AREA WILL BE Q7 PROVIDEDONSITE,HOWEVER,THEPUD-RPARCELSAREADIACENTAND LL W —1- 13L4EWNGUNITSPROYIDED =109 du CONNECTED TO 3.35 AC(40% OF THE 9.37 AC) OF LAKE TRACT AREA THAT N li WILL BE IMPROVED AND DEDICATEDTO PROVIDE VARIOUS ADDITIONAL F- Pf=RVICU@/,IMVIGUSAREAS: RECREATONALAMENITIES THATWILL EXCEED THE CODE REQUIREMENT, In -- Z PLEASE SEE TIE CREC- RECREATON AREAS MAP PLAN FOR THE LU 0 6RE: 10.30AC 448.692SF 100% PROPOSED ON -SITE AND OFFSITE BREAKDOWNS AND TOTALS. > J Q m IMPERVIOUS AREA: j 71 iIOSSF 2.76 I BUILDINGS 106605 SF S.1% - R DRIVEWAYS IPATOS 11.111. SF 4.20% SSIALKING (4,369LF) 3. 420 SF 4.8T% `1 S WAWNG TRAIL (694 LF) J4205F O76% " PAVEMENT 59559SF 13.27% POS(OPEA d0SF 1% I PERVIOUS (OPEN SPACE) 224535E 50.M03% FAR 6 IT I' INDIVIDUAL LOTS TOWNHOUSE FIRST FLOOR= 6B7 SF 1 SECOND FLOOR 98 SF TOTAL =1,674 SF/1,9I.B 695F=C.65 OVERALL10.30 ACPARCEL 174 SF • 1 W UNITS=1T2,422 SF 1 675 SF POOL HOUSE BATHROOMS TOTAL t}9,097 SF I4N6,692=039 �f N GRAPHIC SCALE 4' U 40 BE (IN FEET) 1 inch = 40 R. LEGEND E%ISTNGASPIWLT PROPOSEDASPHALT u %ISTNG CONCRETE PROPOSED CONCRETE PROPO6EDSITE FEATURES PROPOSED OMYEWAYI PORCHES sp 7 a �- Q 0 NOT FOR CONSTRUCTION PLAN SHEETS ARE PRELIMINARY AND FOR INFORMATION ONLY. PLANS SHOUW NOT BE USED AS A BASIS FOR BIDS. CON TRACTOR SHOULD ORDER THE OFFICIAL PLANS FROM THE ENGNEER OF RECORD TO ENSURE THAT ANY ADDENOUMS AREPROPERLY DISTRIBUTED. PLANS ARE INVAUO WDHOUT ENGINEER OF RECORDS SEAL AND SIGNATURE. SHEET CS P-3 22-0097 i Y 4a ✓, + ti7� c z ...3>^3� ` ` sTABIUYIPoG - J•� J4 W�y v s 1 EXISTING STORMWATER ar �, yi.�:yL�'�d. d'�e� •4.�_, C _ POND "Q►v a�,i.. - .:-. i 4 JOB MODIFICATIONS a dN W 4 < PROPOSED) �. ON OBSERVATIFi PIERS PAVILION ]!JS / Y addiii B UNIF I OS TO E 10 IT 2V 0;1 TOWNHOUSE ,�° I \ \ f / �, a � N7 F PARK LOCATION MAP N m o 0 0 ? o f o — I \ —�J OUSE / TOYMJIOU6E « m \ MMPAIp Z c. 2 \ A41!)NTIFS I- I DOG PARK IT �/ •6 IT / � I TOWNFIOU6a) TV MOUSE l 1. .uA X. - LJJ z 1 1 WUUNIT > z J' 3 TOWNH00 O E / _ _ \ , 9.Z W g STORMWATER \ I f STANDARD W o POND \ 7 I 36 SF PATIO T OWNHOUSE TOWNHOUSE t t f /� _ MATm"_ it �_ FOUNTAIN f l f T — a • / _ (A W BUILDING LOT OOVERAGE �a w Z a ///'•' - / / TYPICAL GATUG a- a /'�J TOMMIYD 6E • :.! PARKING PROPOSED E. GA2EB0 f LL - / 8UN1. COVERED TO— E PORCH B UNIT I �/ TdM tt I' PARKING } PIGAL Tolu1 ` III �— F-wiios F- N PARCEL SME DATA TOTALSITEAREA: 1&RAC j PaRE6IDENnAL,pawAD �. \ ,� ;o� �� I -- TYPICAL TOWNHOUSE a 16.fi2AC. 10 tlu =16S2 da \\\ -- II LOT DETAIL TOTAL DWELDNG UNT6 ALLOWED: 6CAL:1•=10 TOTAL 1RNELUNG LINTS PROPOSED =1fi4 du 19HT aulac) ` / 8LINT 1 ei7 / \ '` I LLI TT pERVIOLLS I IMPERVIOU6 AREAS: / +�D ti \ I LOT EI TF_ DATA N TOTALLOTAREA: 1,96 MSF (am AC) LU ~ SITE:16.62AC ]3,941 SF 103% v / ~ - _ \ I _ E IMPERVIOUS AREA: 361,BASF 80 OM ' \`� `' - BUNI CASKET SALL - ` PERVIOUSIIMMI-OLSARFAR: U y BUILDINGS 169,T4p6F LRLA% Ptp��JZFCREATION CALCULATIONS \_N ` `�� TOWNHOUSF COURT I, I SNE: O,OS AC ty96F 1p0% 0 DRIVEWAYS MATICS 44,2WSF 6.12% RE IMED: NfilwF.• -' //�/�//,/� 1 56IDEWALK(/,m7LF) 98,1945E — •0.01 AC PER UNIT PICKfE/ _ t I IMPERWOUSAREA 1,3056E 66.45% I- 5—INGTRAIL(104D LF) S,mOSF 072% •184 D41TS. AI AC V �- Y (/.BALL I -'- BUILDINGS 1,0355E 52.7- U COURTS'AZEBO 1M4,143RSF 1p11%g% =NORTH PARCEL: 1.6n AC \ �' `7�aN6 - / % ) I DRNEWAY6IPATO6 2T0 $F 13.76% M�•DED 1.64 AC OFPROPOSEC RECREATIONALAMENITIES AREA WILL BE ` �� �ACrF 7,. PERWOUS(OPENSPACE) 65BSF 33.51% PERVIOUS (OPEN SPACE) ]B1,9BB SF m.00% PROVIDED ON SITE, HOWEVER, THE PUD-R PARCELS ARE ADJACENT AND _ `� ` \'-1 H J'� �'I I FAR NDFO INFORMATION ONLY. 1 - CONNECTEDTO315AC(40%OFTHEB.NAC)OFLAKETRALTAREATHAT ` -,• 1 ` '� f ) ! NONLY. FM WALL BEIMPROVEDANDDEDICATEDTOPROVIDEVARIOUSA�DITIONAL i -` ` INDIVIDWRSTLFOOOR-68T SF AEANSS FOORINDS. CON—O6 WDVIDUAL LOTS RECRFATONAI AMENITES THAT WILL E%CEED IHE CODE REQUIREMENT. _ ti' �, ` _ BAID: '„ V SECOND FLOOR98TSF 3HDULDORDER THE OFFlG0.0R PEASE SEETHE CREC •RECREATION AREAS MAP PLAN FOR THE I ` FIRST FLDOft=•879F _ TOTAL=1674 SF/1883 SF=0.85• PROPOSED ON ITE AND OFFSITE BREAKDOWNS AND TOTALS. KAYAK: PLAINS FROM THE ENGINEER OF SECOND FLOOR 95T SF ti., "(' • DANCE 1 RECORD TO ENSURE RWT ANY TOTAL=1,B7d 5F 11.883 SF•p,85 �Eil/jN - f 91 �� 'OVERALL 16.82 AC PARCEL ADDENWM6 ARE PROPERLY OVERALL 16.63 AL PARCEL ` `` ``R ,� d f / 1.674 SF. 164 UNITS =274.5365F DSTRIBUTED. PIANSAREINNALID 1,6745F.184 URNS=2T4,�65F C� ` �� ` 1 � �' TOTAL274,536 SF n3.941. DW WITHOUT ENGINEER OF RECORDS TOTAL274,ST65FIT23541.0.]8 a 6EAL AND SIGNATURE LEGEND SHEET ~` NORTH PARCEL SITE PLAN GRAPHIC SCALE � EIPSTINGASPWLLT = PROPO6EDCONCRETE �� `�_' " = I_. N _ `a _ PROSEDAS"LT = PROPOSEDSITEFEATURE6 CSP4 SCALE : 1'=50 0 (IN FEET) 1� ` POEXISTING CONCRETE = PROPOSED DRNEWAYIPORCME6 72-0D97 1 inch = 50 It r --r--------- - - - - - - OPT. LANAI 20'-0" X 8'-0" I+ PATIO I I WINDOW II W/ I I END UNIT 0 DWI _J I I WINDOW DINING 11 END UNIT 9'-0" x 13'-9" ' ---------------- GREAT ROOM L 15'-6" x 13'-9" •I� 1 WINDOW II W/ ❑ L�I I 1 END UNIT WH ONE CAR GARAGE 10'-10" x 20'-10" mi MAIN LEVEL ❑ _ ❑ r I CLOSET, I I I OWNER'S -J BEDROOM �. 13'-7" X 14'-0" ` i I .. - WINDOW I W/ 7WNE S END UNIT CLOSET DN BAT H0 I I I I I I I �.,LNDAYr • � I I' W/Di I i • '� II I SHELk: II OR II OPT. r I `- I I I BATH - #1 O r 0 w a BEDROOM #3� 9'-5" X 12'-B" BEDROOIM #2 -� 9'-3" X 11'-0" l- UPPER LEVEL Mayport WB GENERAL FEATURES Home Type: Single Family Attached Series: Florida Simply Ryan Footprint Min: 20' x 50' Footprint Max: 20' x 58' Mean Roof Height: 23'-11 1/8" Ceiling Height: 9'-4" First Floor & 8'-0" Second Floor Base Square Footage: 1674 1st Floor: 687 2nd Floor: 987 Available Foundations: Slab Garage Type: 1-car front entry Veneers Available: Traditional siding and stucco 9 0 fV e O M Y MPTWB-00 For Internal Use only. Information is believed to be correct at time of publication. Refer to most current blueprints for accuracy. PAGE 1 OF 2 REVISED JULY 29, 2022 1:50 PM LEGEND BFP a 6 CKFLOW PREVENTER (C) = CALCULATED CB CATCH BASIN CONC. COVD. CCNCRETE = COVERED CM = CONCRETE MONUMENT CBS 0DCV CONCRETE BLOCK & STUCCO DOUBLE DETECTOR CHECK VALVE OS DRAINAGE STRUCTURE EL. - ELEVATION EOP EDW = EDGE OF PAVEMENT = EDGE OF WATER FEE = FINISHED FLOOR ELEVATION END. GFE FOUND =WAGE FLOOR ELEVATION ID - IDENTIFICATION INY. = INVERT IP IR IRON PIPE =IRON ROD ,RC: = IRON ROD WITH CAP IE = LINEAR FEET OHW CIA B. = OVERHEAD WIRES OFFICIAL RECORD BOOK (P) = PLAT P.B. = PLAT BOOK PG. PRM = PAGE = PERMANENT REFERENCE MARKER RCP - REINFORCED CONCRETE PIPE (S) = SURVEYED SMH = SEWER MANHOLE TOS TOB BOW TOE OF SLOPE TOP OF BANK = EDGE OF WATER N = UTILITY POLE E- - GUY ANCHOR WF - WATER VALVE = FIRE HYDRANT �e = WELL DQ = SEWER GATE VALVE 1`0 QG QO y�1 r �P AQ y�o GPQ � y O'n G SEBASTIAN HIGHLANDS UNIT 14 - PB B. PG. 43 } Ts- NA9ti0i t _ Ll M* CIS LI4 LOT 2 y ph \ � \ ys • I LOT 4 ' `�4O846'f �y 16 PSN use a �' I E �55Ys1 N 93 40 'E mo 1i�r,Ai rM'L z LOT 3/.1' ? y A I 5 i P� J� NOT IN('LUOED.' 2 y- 1e0 y, E7' m V I a nw mi S'RAWAGE RIG E72.AY 50' ORAHLAGE RIGHT OF WAY --- \\ SEBAS77AN HIGHLANDS UNIT 6 SEBASRAN HIGHLANDS UNIT 6 - PB 5 PISS 9J-97 PB 5. PGS 93-97 SURVEYOR'S NOTES 1. THIS SURVEY DOES NOT DETERMINE OR INDICATE LAND OWNERSHIP. 2. THE SURVEYOR DID NOT RESEARCH OR ABSTRACT THE LAND RECORDS FOR RIGHTS -OF -WAY. EASEMENTS, RESERVATIONS, DEED RESTRICTIONS. ZONING REGULATIONS, SETBACKS, LAND USE PLAN DESIGNATIONS, LENS, MURPHY ACT RIGHTS -OF -WAY. AREAS OF LOCAL CONCERN, OR OTHER SIMILAR .NRISDICTIONAL DETERMINATIONS. TO ROE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN. IT IS SHOWN SOLELY ON THE BASIS OF INFORMATION PROVIDED BY THE CLIENT OR INFORMATION 07HERVASE KNOWN TO THE SURVEYOR AND MAY NOT BE COMPLETE. 3. UNDERGROUND UTILITIES, BUILDING FOUNDATIONS, AND OTHER UNDERGROUND FIXED IMPROVEMENTS WERE NOT LOCATED, UNLESS OTHERWISE INDICATED. 10 THE EXTENT THAT THIS TYPE OF INFORMATION IS SHOWN, IT IS SHOWN SOLELY ON THE BASIS OF SURFACE INDICATIONS OBSERVED BY THE SURVEYOR AND MAY NOT BE COMPLETE. 4. JURISDICTIONAL WETLANDS AND ENDANGERED OR THREATENED SPECIES HABITAT, IF ANY, THAT MAY EXIST ON OR AROUND THE SURVEY SITE WERE NOT DETERMINED OR LOCATED. S. THE SURVEY DATE IS THE FIELD DATE SHOWN IN THE TITLE BLOCK, NOT THE SIGNATURE DATE 6. BEARINGS BASED ON THE ASSUMPTION THAT THE CENTERLINE OF SOUTH FLEMING STREET BEARS N71'42'40'W PER PLAT OF CHESSER'S GAP SUBDIVISION PHASE II. 7, ELEVATIONS IF SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 19M REFERENCING INDIAN RIVER COUNTY BENCHMAflK Z 646 AT AN ELEVATION OF 21.68 FEET(NAVUB.). e. THIS SITE LIES WITHIN FLOOD ZONE "X' ACCORDING TO THE FLO00 INSURANCE RATE MAP 12061CO111H DATED DECEMBER 4. 2012. TRACT A LI -. / 5TORMWA%ER crs cTB Cl9 C20 '(NOT INCLUDED) il6 a LOT 5 I ol i% LIP O' z_ 4 ��"�4Yp�4o'VWrW�oO4cV STrpr°r� 'ro, LJ �i• _ _ Lff _ 1$ a (rio mJ _ sd 3 .6�ry a (xo',vJ- cs Lg'�_�__ W M1 ```LIO '� N t? LOT 7TRACT • STORMWATER N - / (NOT INCLUDED - .% y 8 0 N d +na wvAwnrr FAvILNT NIA- 2 2 � 4 - .� 5893O'O3 I -W 396.33 �5° 1 2J8 r 50' DRAINAGE RIGHT OF WAY els sus IL SYBASRAN HIGHLANDS UNIT 6 - P8 5 PGS 93-97 LEGAL DESCRIPTION: LOTS 1, 2, 4, AND 5, CHESSER'S GAP SUBDIVISION PHASE 11. ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 24, PAGES 31 THROUGH 33 INCLUSIVE OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY. FLORIDA- MAP OF BOUNDARY SURVEY RpGRAPHIC SCALE R ` �� R o' sD'TDD' 2Do' I" - 100' LINE TABLE CURVE TABLE UNE • OIR£CRON LENGTH CURVE RADIUS ANGLE LENGTH BEARING CHORD LT I N2471'34'W 4.38 I``I CI f25.00' 6178'3J' /S 40' N21T)Yl8"W /3.39' L2 N00TI7'44'W f6764 LC2 75.00' 24D3'50' 31.50' N12D9'J9'W 31.17' L3 } S1817'38'W 6290 1 CJ 1750G' 182522' 56.27' N09TM577E 56.03' . L4 S787738'W 52.90 C4 200.00' 18-25'22" 64.31' S09'04'57"W 64.03' LS N187 7'38"E 10290 C5 225.X' 970'00" 3 ..31' , SI33238"W 37.25' L6 S71 <2'40Y 101.33 C5 680.00- 9D3.00" 107,41' 678'I1'I0'T 10 ..29- L7 57142'40'E 72633 Ir C7 640.00' 11'00'0O' 122.87' 5777240'E 722.68' L8 57142'40"E 4 J-67 C8 MG.00' If VD'00' II519' 57772'40'E 115,07' 19 58242'40'E 185.67 C9 700, 00' 20100100" 24435' N6142'40"W 243.11' LfO 18242'40'W 172.98 1 CIO 780. 00' 201J0'GO' 272.27' 56142'40T 27089' -L1) N8242'40'W I2859 CII 744100' 20'00'00' 258.3f' N6142'40'W 257.00'. LIZ NOC'07"44"W 157.64 C12 65. 00' 32-2034" 36.69' 55427'37"W 36..21' LfJ N892039'W 36.88 CIJ ROOD' 27U6'05" 42.62' N57T13517E 42.23' LI4 N53T18'21"W 54 fi3 C14 40,00' 4709'33" J2.92' 1171143-"W J2.00' LI5 N78TJ0'56'W 23.49 C15 75.00' 2430'5J" J2.53' 5895338'W J227' LI6 NW40.16"W 56.02 , C16 55. 00' 125D9'14" I20. I4' 117624'10'W 97.64' L17 N8840'I6'W 39.42 07 178,35' 17D917' 53,40' S8245'05"W 53.20' LI8 55055107E 1"22 C18 2O 0W' 34V639" T191' N713657'W 11.73' L19 N18UO'j6E 772.09 CI9 80. 00' 6813'18" 9526' S8640.16"E 89.73' I L20 • SI63J'DR'W 29.17 I C20 2000' J4116'39" fI.91' ' 5741624"W II.7J' L21 N82'42'40"W 34.28 C2i 24066' 3736'46' 16338' N6950'53"W C22 18f 00' 683556' 217.76' N162722'W 204.86' 17450'595574- 1-11' S11'S7'07T 174JC' FC2J 24 2I050' S827'57' 2I980' N124050'W 265.60' 25 680.00' 157100" 23.14' S72'4170"E 2.114' 01ES5vW5 &AP PROPOSED RE5/DENT/AL INDIANRIVER SURVEY, INCW SHEET PROFESSIONAL SUR VEYING AND MAPPING 2 CERTIFICATE OF AUTHORIZATION No. LB 7545 1835 2OTH STREET, VERO BEACH, FLORIDA 32960 PHONE (772) 569-7880 FAX (772) 778.3617 OF REVISIONS DATE iIELD BOOK (DRAWN TN6.SF LOFFL iRn WC7fft ITT SEDSVRVEYOR GITADl ND AP ER"SIGNATU��D SI SPC - _ IUS PAGE(S) SCALE 5 1, 62, 64, 66 FIELD DATE JOB # 01/23/22 IRS-22-145 STEVE{'AAAIZH9N4,,iS489S DATE FLORiA _REGfS`„TFRED LAND SURVEYOR CHESSER'S GAP MULTIFAMILY LAND USE AND RE -ZONING SUMMARY REPORT Prepared by: I=M Bel ENGINEERING, INC. f ;��,L". •�_,'i _,'`I�. IAa(!fi'.C. � /,:SC';Cf/'i rc CNII ®STRUCTUMI -SURVEYING ENVIRONMFNTAI JAN 3 0 2026 1835 20th Street r- Vera Beach, FL 32960 772.569.003S www.mbveng.com CA 43728 Engineer's Project Number: 22-0097 1 TABLE OF CONTENTS I. INTRODUCTION II. HISTORY III. PLANNING AND ZONING ANALYSIS A. Comprehensive Plan Consistency B. Land -Use Compatibility C. Environmental D. Utilities E. Transportation F. Recreation G. Public Schools IV. PUD CONCEPTUAL DEVELOPMENT PLAN SUMMARY V. ZONING DIMENSIONAL COMPARISON TABLE VI. SUMMARY APPENDICES: A. Letter of Authorization B. Warranty Deeds C. Existing PUD Development Plan (2004) — EX1 D. Proposed PUD Development Plan — EX2 E. Chesser's Gap PUD Zoning Maps (EX3-Existing & EX -Proposed) F. Chesser's Gap PUD FLU Maps (EX5-Existing & EX6-Proposed) G. Environmental Impact Report H. Indian River County Department of Utility Services (IRCDUS) Exhibits I. Traffic Impact Statement J. Recreation Area Exhibits (On -site and Off -site) 2 RE -ZONING AND COMP. PLAN JUSTIFICATION STATEMENT / SUMMARY REPORT I. INTRODUCTION: On behalf of our client, Sebastian Townhouses LLC, please accept this analysis and the accompanying attachments as a request for the small-scale Comprehensive Plan Future Land Use Map Amendment, Rezoning and Conceptual PUD Development Plan for the four (4) parcels located in the existing Chesser's Gap PUD and as identified as: • Parcel:31-38-13-00008-0000-00001.0 • Parcel:31-38-13-00008-0000-00002.0 • Parcel:31-38-13-00008-0000-00004.0 • Parcel:31-38-13-00008-0000-00005.0 The proposed PUD Conceptual Development Plan contained in this packet is for 29.43 acres of land over the four separate parcels to be used for a multi -family residential Planned Unit Development for a maximum allowable of 294 townhomes at 10 du/ac, with a total of 291 townhome units proposed with this project, yielding a density of 9.89 du/ac. The current land use designation is CG (Commercial General) and is seeking a FLU Map Amendment to MDR (Medium Density Residential/ I O-Units per Acre), and a zoning change from PUD-C (Commercial) to the PUD-R (Residential) designation. The owners are Sebastian Townhouses LLC. Included in this package are the FLU Map Amendment and Rezoning Exhibits, the PUD Conceptual Development Plan for the proposed multi -family townhome development, the revised Conceptual Development Plan for the remaining, existing commercial developments, summary analysis/report with supporting documentation, applications, and fees. II. HISTORY The Chesser's Gap PUD was originally established in 1987 consisting of 58.10 acres (total area) and comprised of various use -types ranging from commercial, institutional, office to light industrial. In 2004, the PUD was modified to remove the light industrial component and add the residential multifamily use at (8) dwelling units (DU) per acre at the allowed 25% (14.5 acres). The overall Chesser's Gap PUD shares a master road and stormwater infrastructure that was constructed previously to support the existing developed parcels. Utilities, such as water, sewer, electric, and communications, were also constructed to support the PUD. Please see Appendix C for the Existing PUD Development Plan. In 2014, a Special Use Permit approval was obtained for the four (4) parcels that allowed for a luxury RV Resort to be developed. The owners now wish to proceed with developing the parcels as multifamily, and if approved, will forgo the RV development. Pursuant to meetings with Community Development staff, it was noted that staff would support the proposed multifamily development as the City was seeking higher density developments to fill an unmet need. To allow a multifamily townhome development to be constructed on the aforementioned parcels within the PUD, the project will require a rezoning of the parcels from PUD-C (Commercial) to PUD-R (Residential), and to change the Future Land Use Map from CG (Commercial General) to MDR (Medium Density Residential) at 10 du/ac. As proposed, the density for the multifamily townhome development will be 9.89 du /ac. As required with any zoning change and land use amendment requests, the project must analyze certain criteria and address considerations in accordance with Sections 54-1-2.7. 54-1-2.9, 54-4-20.1, and 54-2-5.11. of the City's Land Development Code. Please find the below analysis with regards to consistency with the comprehensive plan, land -use compatibility, environmental impacts and public facilities impacts: III. PLANNING AND ZONING ANALYSIS A. Comprehensive Plan Consistency The proposed FLU amendment and zoning change request is consistent with the City's 2040 Comprehensive Plan and Objectives. The below provides individual analysis of the various Objectives set forth in the City's Comprehensive Plan 2040. The proposed FLU change and zoning change will provide for a less intense use than the previously approved Luxury RV Resort that was planned for the parcels, and will also provide additional recreational areas and an increased tax base. B. Land -Use Compatibility The four (4) parcels in question are located within the existing Chesser's Gap PUD and surrounded by existing commercial development to the north and west, and single-family residential to the south and east. A large existing wet detention system separates the north parcel from the existing Collier Creek and Harbor Point residential areas. This wet pond system is part of the PUD master stormwater tract and is surrounded by heavy vegetation and landscape, providing additional buffering between the parcel and residential community. The southwest and southeast parcels are also separated from the Sebastian Highlands residential community by a 40-foot-wide existing stormwater tract, which also contains perimeter vegetation, buffering the residential communities along this perimeter. The PUD roadway network consists of Sebastian Boulevard (CR 512) 400 feet to the northwest, South Fleming Street bisecting the PUD from Northwest to Northeast, and Wave Street bisecting the southwest and southeast parcels. The proposed land use change from commercial to medium density residential is compatible with the surrounding area by providing a transitional residential area 4 between the existing commercial corridor and existing residential community. Based on the proposed changes, the request will not result in any incompatible land uses. C. Environmental An Environmental Impact Report (EIR) was developed on February 7, 2024, assessing the baseline environmental conditions of the subject parcels, as well as analyzing the environmental impacts. The parcels were historically permitted for Commercial, Light Industrial and Office use -types under the original PUD. The parcels were previously cleared and improved to support these future developments but were instead utilized for grazing and a tree farm while a developer was sought. Native uplands and wetlands were not present, Waters of the United States were not present, and the subject area lies in Flood Zone X. The site does support gopher tortoise habitat and the proper gopher tortoise permitting with FWC will be conducted during the site plan permitting phase. Provisions will be made during the Site Plan permitting phase to protect/mitigate any of the aforementioned environmental items evident to the parcels. See Appendix G for the Environmental Impact Report. D. Utilities The PUD is presently served by Indian River County Department of Utility Services (IRCDUS) as the water / sewer provider. The IRCDUS will continue to serve this area and provide the Water / Sewer services for the proposed PUD- MDR parcels. Water: An existing 8" water main is located within the southern ROW of Fleming Street and from CR 512 to Wave Street. The project will connect to this existing watermain and will also extend the 8" watermain from Wave Street to the Southeast parcel. Sewer: An existing 8" gravity sewer main is located Fleming Street ROW and provides for several service connection points for the project. Based on the 250 gallons per day (GPD) per townhome, an estimated 73,500 GPD of potable water and 73,500 GPD of sanitary sewer usage is projected for the maximum allowable townhome units of 294. However, based on the Conceptual PUD-R plan, the project proposes 291 townhomes that will generate a total of 72,750 GPD of water / sewer usage. Pursuant to coordination with Indian River County Department of Utility Services, capacity is available at their existing WWTPs, and connections can be made to the existing facilities through the proper permitting process. See Appendix H for Service Availability Letter and Plant information from IRCDUS. 5 E. Transportation A Traffic Impact Statement has been conducted by Kimley-Horn for the proposed Future Land Use (FLU) amendment and Rezoning applications and is included with this application. The analysis compared the trip generations associated with the existing Commercial General (C) FLU designation and the previously approved RV Resort Use, with that of the proposed FLU request to Medium Density Residential (MDR). The requested FLU change to Medium Density Residential will result in a lesser trip generation compared to the existing approved FLU and zoning designations and will not increase the traffic impacts to the surrounding transportation network. See Appendix I for the Traffic Impact Statement. F. Recreation The recreation area element shall be determined pursuant to the City's Recreation Level of service per Sec. 54-4-19.11(h)(7)(a) and shall be based on 0.01 ac/du. Therefore, each parcel shall be required to provide on its own merit, off -site, or fee in lieu, the required recreation area. The Developer proposes to exceed this criterion by improving the adjacent PUD stonmwater tract areas (Parcel 7) with various recreational amenities that will allow the public to enjoy walking trails, an observation lookout, canoeing/kayaking and fishing. It should be noted that though the stormwater tract has a total area of 8.37 ac, the project has utilized only 40% of the total area as the dedicated acreage to be included in the off -site recreational area calculations. In addition to improving the stormwater tracts with the aforementioned amenities, the north parcel will also provide an area in the SE corner open to the public that will contain a sport facilities area and the canoe/kayak launch for non -motorized boating on the water. The PUD offers a unique ability to provide these various recreational amenities due to the large stormwater tract and unique configuration. The location of the PUD-R will create a pedestrian -oriented, park -like amenity area that is enhanced by its central location within the PUD and surrounding neighborhood. Please see Appendix J for the proposed recreation area exhibit. G. Public Schools Indian River County School — Student Generation Rates. Pursuant to Table 8-15 of the City's Comprehensive Plan 2040, the student generation rate for the maximum allowable 294 multifamily units is 19.41 students. Please note the project only proposes 291 townhome units. Elementary 0.037 x 294 10.88 Middle 0.015 x 294 4.41 High School 0.014 x 294 4.12 TOTAL 19.41 A School Concurrency Availability Determination Letter (SCADL) will be provided by the School District of Indian River County (SDIRC) with the submission of the Preliminary Plat. IV. PUD CONCEPTUAL DEVELOPMENT PLAN SUMMARY - (Section 54-3-9.8(bI • Solid Waste: 7.52 lbs. per day = 2,745 lbs. of waste per unit. Waste Management (or the current franchise provider) will collect solid waste twice a week. • Potable Water required: total project ERUs at 250 GPD per unit = 72,750 GPD. Project site is within the Indian River County Department of Utility Services. • Sanitary Sewer required: total project ERUs at 250 GPD per unit = 72,750 GPD, Project site is within the Indian River County Department of Utility Services. • Drainage - The PUD has an existing master stormwater tract that the proposed project will continue to utilize. The existing drainage pond on the north parcel will be filled and a new, larger stormwater pond will be constructed. All existing drainage connections will be maintained, and all maintenance / drainage easements will be maintained or modified as required to accommodate the new routings. The increased pond size that will be constructed under this project will provide additional stormwater treatment capacity for the PUD as compared to the existing system. • Recreation area — There are recreational areas proposed for each parcel. The project will also construct off -site recreational areas around the existing stormwater tracts that will provide recreational / park area for not only the proposed development, but also for the surrounding neighborhood. See Recreation Area Exhibits in Appendix J. V. ZONING DIMENSIONAL COMPARISON TABLE This section is provided to show how the requested PUD-R zoning at 10 du/ac compares to the PUD-R zoning regulations and that of the RM-10 zoning district. The project requests approval of the Proposed PUD-R elements listed in the table below as we feel the project is in alignment with the City's Comprehensive Plan 2040 and surrounding area and will provide a lesser impact to the area as opposed to the previously approved RV Resort use. The townhome layout also provides a choice in housing styles over the predominant detached single-family structures found throughout most of Sebastian. The townhome development provides a more adequate transitional space from the CR 512 commercial corridor to the existing residential communities as opposed to the original PUD's commercial uses and the RV Resort. The proposed townhome width dimension for the lots is consistent with today's multifamily market to provide a more affordable pricing unit as compared to the market value of a detached single-family product. RM-10 vs PUD-R ZONING DI1%,mAsiUNAL COMPARISON TABLE RM-10 PUD-R PROPOSED (PUD-R) without Lanai PROPOSED (PUD-R) with Lanai blinimum Lot Area 1O FI 8 `i l> 1,bUU br 1,963 SF 1.963 SF blinimum Lot Width ;97 90�1 SF N 07 FT _ 1,874 SF 20.¢7 kT — 1,��4 F blinimum Lot Depth,�iidlSli� Minimum Livia Area 3BR Minimum Yard Setbacks 25 FT "I,qw 1 251 S FT I ��T _120 Side (2-story) 10 FT l0 q 10 FT 10ft Side Interior �' -store) I 10 FT IiVA 20 T, �(1 rnear 20 F r j 20 FT I fj�prth Only)10 SW&SE) FT (NorthTint,071t FT(SW&SE) Maximum Building Height ) 35 FT NTE 25 FT N rr;15 r`1 NTE 25, FT f Density Per Parcel t.lWUtFagi f 19 Ap / ac 10 ou I ac 9.56 du / ac 9.56 du / ac e( argil I gt�we5> ) Pot Art S 9 qg / ac 1 U du l ac 9. � �u / ac �� Iota761 16du/ac 10du/ac 9.89du/ac i6u/ac. 9. Maximum Building Coverage (Footprint) rP Of y, east) er marewest) i 60% — 4Qa%y7 — _ 6 ° 22.7J°p _ �j 6 L6.6S/p - Per Parcel tNorlit bObla —'.%,��e 6i.�8%* (SUvo Per Lot Total PUD-R _.'Iaximum Building FAR Wer Parcel (Southeast) 0.60 0.60 0.37 0.4U Per Parcel r Est) Per Parcel b 9100 0.60 0.� 9742 9 Per Lot 0.� �6d S* Y.T total PUD-R VbU 1).66 U an 1 6.41 Minimum Open Space: Per Parcel (Southeast) _ 3Y�°�pppQj 50% 56.20% 3.170,/. Per Parcel (Southwest) JVlo �'�9 t P /o� 46.0 b� Z4 10.54'1 Per Parcel (North) y3pQ,by(SUo0 Per r'Y �9 �d Totalil-TN,690 3U/d 47. /op �iequired: 1.5 spaces per dwelling unit+ I Visitor Space per 5 required parking spaces = I Off -Street Parking 524 spaces Proposed: 2 spaces per dwelling unit + Additional Guest Spaces throughout the site = 662 e PUD-R Development proposes ttte following amenit es: - Club House with Pool - Walking Trails (Open to public) Amenities Kayak/Canoe Launch (Open to Public) - Dog Parks - Car washing Stations - Observation Dock (Open to Public) - Pickleball Courts (Open to Public) - Basketball Courts (Open to Public) Playground Area - Fishin ! i0 m toJPubl EL — _ _ ne Vuu-tc Development proposes the follow ng public Benefits: - 39% Reduction in Building footprint coverage from what is allowable - Addition of Public Sidewalks along Fleming ROWs from CR 512 into Harbor Point - Addition of Street trees and benches along S. Fleming Street - Pedestrian Connectivity to Surrounding Commercial Area and Adjacent Subdivision - Provide a Public Recreation Area localized to the surrounding neighborhood that exceed code, minimum to PUD-R 6eveiopment requests the tof(owing relier *Requested Relief from All- ..,.:-:. I- -,.teed the Per Lot Building Coverage (footptint area) by 1.18% to allow PUD-R Code for lanais Allowance to have a Per Lot FAR of 0.85 (w/o Lanai) & 0.93 (w/lanai) Allowance to have a decreased Open Space % for the lanai option VI. SUMMARY Based on the above analysis and supporting documentation, the FLU Map amendment and Rezoning requested for the PUD is consistent with the comprehensive plan and will not adversely impact the neighboring properties. The proposed changes to the land use and zoning will allow for a more compatible, lower intense use than the previously approved RV Resort, a better transitional area between the CR 512 commercial corridor and existing neighborhoods, and will also provide additional housing alternatives that may be more cost effective to the larger -lot detached single-family product. As such, we hereby submit the Rezoning and Small -Scale Comprehensive Plan Land Use applications in support of the requested zoning and multifamily density for the PUD. APPENDIX A Letter of Authorization 10 July 25, 2025 Subject: Chessers Gap Multi -Family RE: PUD Rezoning and Comp Plan Land Use Amendment Applications for: • Parcel:31-38-13-00008-0000-00001.0 • Parcel:31-38-13-00008-0000-00002.0 • Parcel:31-38-13-00008-0000-00004.0 • Parcel:31-38-13-00008-0000-00005.0 To Whom it may Concern: The undersigned, as owner of record of real property situated in Sebastian, Florida, and as described in the attached documents, hereby authorize MBV Engineering Inc. to act as the agent for, and on behalf of, Sebastian Townhouses, LLC, for the purposes of submitting the following applications to the City of Sebastian: • Rezoning Application • Comp Plan Land Use Amendment • PUD-C Conceptual Development Plan Application • PUD-R Conceptual Development Plan Application Said agents are also authorized to execute any documents as may be necessary, and obtain any and all required land use, zoning and development permits from the local state and federal jurisdiction agencies. Name of person authorizing permission i / Title Date State of f-7 &fl4(p- County of &060449 The foregoing instrument was acknowledged before me this Z6'day of ./v%/ 2025, by Albelly UrIW 10/CZ , who is personally known to me or has produced as identification. r" JOSEFINAFLORES =• • MY COMMISSION 9 HH 633252 +.....,P� EXPIRES: March 31, 2029 a I i ill y 11 APPENDIX B Warranty Deeds 12 2732 PG: 909,1/22/2014 12:53 PM D DOCTAX PD $2,975.00 prepared bv and return to: Richard Waserstein Attorney at Law Closings.com, Inc., 1124 Kane Concourse (96th Street) Bay Harbor Islands, FL 33154 305-861-8000 File Number: 13-00332 Will Call No.; [Space Above This Line For Recording Data] Warranty Deed This Warranty Deed made this 20th day of January, 2014 between MFP Financial, LLC, a Florida limited liability company whose post office address is 510 SW 12 Ave, Deerfield Beach, FL 33442, grantor, and Sebastian Townhouses, LLC, a Florida limited liability company whose post office address is 10155 Collins Ave, #1404, Bal Harbour, FL 33154, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal represcatntives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Indian River County, Florida to -wit: Lot 5, CHESSER'S GAP SUBDIVISION PHASE II, according to the map or plat thereof, as recorded in Plat Book 24, Page 31, of the Public Records of Indian River County, Florida. Parcel Identification Number: 31-38-13-00008-0000-0000510 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in The simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2013. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written DoubleTimem 13 Signed, sealed and delivered in our presence: t itn %%g�ame: tJ&-S �Aee}G I -- Witness NaJFyE A.1 I Q ;9YiLA1Ar State of Florida County of Miami -Dade MFP Financial, LLC, a Florida limited liability company By: MFP Investments 1, LLLP, a partnership, its Managing Member By: MFP Management, LLC, a corporation, as Sole General Pa rtn By: l David W. Meek, Managing M (Corporate Sea]) The foregoing instrument was acknowledged before me this 20th day of January, 2014 by David W. Meek, Managing Member of MFP Management, LLC, a corporation of MFP Investments I, LLLP, a partnership, as Managing Member, on behalf of the corporation for MFP Financial, LLC, a Florida limited liability company. He/she U is personally known to me or [X] has produced a driver's license as identification. r [Notary Sea[] N Public KANLEEN E MCDONALD '~ r MY COMMISSION # EE031416 Print anCL)(di .EXPIRES October 03, 2014 007) 39MI63 rbodeftouryservVe.com My Commission Expires: Wimnnty l-ed. Pare2 DeubleTimem 14 3120160028731 RECORDED IN THE RECORDS OF JEFFREY R. SMITH, CLERK OF CIRCUIT COURT INDIAN RIVER CO FL BK: 2935 PG: 1804, 5/19/2016 2:45 PM D DOCTAX PD $6,650.00 E) Prepared By & Return To: ,,Warren W. Dill, Esq. Dill & Evans, P. L. 1565 U.S. Highway I Sebastian, FL 32958 Parcel Identification No. 31-38-13-00001-1890-00013.0 (Space above this line for recording Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Warranty Deed, made this ��" day of Maq . 2016, between Sebastian General Partnership, B.F.T., a Florida General Partnership, whose address is 10729 U.S. Highway One, Sebastian, FL 32958, hereinafter referred to as "Grantor", and Sebastian Townhouses, LLC, a Florida limited liability company, whose post office address is 16850 Collins Avenue, Suite 111, Sunny Isles Beach, FL 33160, hereinafter referred to as "Grantee". Witnesseth, that said Grantor, for and in consideration of the sum of TEN DOLLARS ($10.00), and other good and valuable considerations to said Grantor in hand paid by said Grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in Indian River County, Florida, to -wit: Lots 1, 2 and 4, Chesser's Gap Subdivision Phase 11, according to the Plat thereof as recorded in Plat Book 24, Page 31, Public Records of Indian River County, Florida. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. Subject to governmental regulations, covenants, rights of way, restrictions, easements and reservations of record, if any, but this provision shall not operate to reimpose the same, and taxes for this year and subsequent years. And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever and that said land is free of all encumbrances, except as stated herein and taxes accruing subsequent to December 31, 2015. In Witness Whereof, Grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: WITNESSES: State of Florida County of Indian River Sebastian neral Partner hip, BY ., a Florida general nership By: Henry Ant ny Fischer, General Partner The foregoing instrument was acknowledged before me this I L&J#'day of 'M-&4 , 2016 by Henry Anthony F!pfter, as General Partner of Sebastian General Partnership, B.F.T., a Florida General Partnership, who [ is personally known to me or [ ] has produced a driver's license issued by the State of as identification. [Notary Seal] otary u lic, a e o orida Commission No. Prm a Name: My Commission Expires: 15 3120160028731 RECORDED IN THE RECORDS OF JEFFREY R. SMITH, CLERK OF CIRCUIT COURT INDIAN RIVER CO FL BK: 2935 PG: 1804, 5/19/2016 2:45 PM D DOCTAX PD $6,650.00 �5 Prepared By & Return To: Warren W. Dill, Esq. Dill & Evans, P. L. 1565 U.S. Highway I Sebastian, FL 32958 Parcel Identification No. 31-3 8-13-00001-1890-00013.0 Space above this line for recording Warranty Deed (STATUTORY FORM - SECTION 689.02, F.S.) This Warranty Deed, made this ��`� day of Mal . 2016, between Sebastian General Partnership, B.F.T., a Florida General Partnership, whose address is I0729 U.S. Highway One, Sebastian, FL 32958, hereinafter referred to as "Grantor", and Sebastian Townhouses, LLC, a Florida limited liability company, whose post office address is 16850 Collins Avenue, Suite 111, Sunny Isles Beach, FL 33160, hereinafter referred to as "Grantee". Witnesseth, that said Grantor, for and in consideration of the sum of TEN DOLLARS ($10.00), and other good and valuable considerations to said Grantor in hand paid by said Grantee, the receipt whereof is hereby. acknowledged, has granted, bargained and sold to the said Grantee, and Grantee's heirs and assigns forever, the following described land, situate, lying and being in Indian River County, Florida, to -wit: Lots 1, 2 and 4, Chesser's Gap Subdivision Phase II, according to the Plat thereof as recorded in Plat Book 24, Page 31, Public Records of Indian River County, Florida. Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. Subject to governmental regulations, covenants, rights of way, restrictions, easements and reservations of record, if any, but this provision shall not operate to reimpose the same, and taxes for this year and subsequent years. And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever and that said land is free of all encumbrances, except as stated herein and taxes accruing subsequent to December 31, 2015. In Witness Whereof, Grantor has hereunto set grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: WITNESSES: iv WV 11 • .1 State of Florida County of Indian River Sebastian neral Partner hip, B.F ., a Florida general nership/ By: Henry An ny Fischer, General Partner The foregoing instrument was acknowledged before me this k�'day of 'm chi , 2016 by Henry Anthony F50ker, as General Partner of Sebastian General Partnership, B.F.T., a Florida General Partnership, who [ V1 is personally known to me or [ ] has produced a driver's license issued by the State of as identification. � _ [Notary Seal] ��` ••••MMlssi•.C�F�'�iy otary u 1ic, a e o orida Commission No. * , mber�9'1''•* Prm a Name: My Commission Expires: 16 DOCUMENTARY STAN- oS Reawd and return W DEED i a,s"� o• '" Prepared Dr. NOTE E RECORD] VERIFIED Richard W. Withers. Fwq. J[FFREY K. BARTOM Mahoney Adana A Criser, P.A. JEFFREY IL GARTON. CLERK ^LpnK GIRcu1T COURT 50 N. I na a Street INDIAN RIVER COUNTY CO.. FA Jacksonville. Florida 32202 WARRANT Y DEED of LF emu' THIS INDENTURE. nude this 20 day of August, 1992, is between SEBASTIAN GENERAL s PARTNERSHIP. BF'r, a Florida general partnership, hereinafter called the Grantor, and BARN= BANK OF THE TREASURE COAST, a Florida banking . , � , on, hereinafter called the Grantee. whose address is c/o Barnett Technologies, Inc., Real Estate Services, 1101 East Altantic Boulevard, Pompano Beach, Florida 33060. (Grantee Tax Identification Number. 59-1434290) WITNESSETH: that the said grantor, for and in consideration of the sum of $10.00, to it in hand paid by the said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said grantee, its heirs and assigns forever, the following described land, situate, lying and being in the County of Indian River, State of Florida, to wit: Lot 2, Chesser's Gap Subdivision, Phase I, according to plat thereof as recorded in Plat Book 13, pages 76 and 76A, of the public records of Indian River, County, Florida. (Property Appraiser's Real Estate Parcel No.: 13-31-3 .0) Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining as set forth in that certain Declaration of Easements, Covenants and Restriction between the Grantor and Grantee of ever date herewith. SUBJEC r TO taxes assessed subsequent to December 31, 1991. TO HAVE AND TO HOLD, the same in fee simple forever. And the said grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. (When used herein the terms "grantor" and "grantee' shall be construed to include, masculine, feminine, singular or plural as the context permits or requires and shall include heirs. personal representatives. successors or assigns.) IN WITNESS WHEREOF, the said Grantor has caused this instrument to be executed in its name by its General Managing Partner the day and year first above written. Signed, sealed and delievered in the presence of: Print Name:. um Print Name:---AUrt r . PFRRVU STATE OF FLORIDA COUNTY OF INDIAN RIVER Sebastian General Partnership, BFT, a Florida general partnership By: l///// Name: Henry A. Fischer Its: General Managing Partner The foregoing instrument was acknowledged before me this 2- day of AU^.UST , 1992, by Henry A. Fischer, as General Managing Partner of Sebastian General Partnership, BFT, a Florida general partnership, on behalf of the partnership. He is personally known to me and did not take an oath. Print Name: Arin L. PFPpy !/ Notary Public, State of Florida Serial No.: AA76o675 My Commission Expires: 4/10/94 ANKLOEMN 17 IMAA70M CA tR1 CA O 3663 PG: 1978,11/22/202311:19 AM D DOCTAX PD $25,900.00 This Instrument Prepared by and Return to: Charles IF. Posess, Esq. Patch Roof Title Company, Inc, 9702 Reserve Boulevard Port St. Lucie, FL 34986 Our File No.: 923420I0 Property Appraisers Parcel Identification (Folio) Numbers: 31381300006000000003.0,31381300006000000004.0,31381300006000000005.0 Space above this line for Recording Data SPECIAL WARRANTYDEED This Indenture made this _L%�*day of November, 2023, by CCC Real Estate Holding Co., LLC, a Delaware limited liability company, whose post office address is 1981 Marcus Ave Ste 130, Lake Success, NY 11042, hereinafter called the Grantor, to 726 South Fleming LLC, a Florida limited liability company, whose post office address is 5370 Donald Ross Road, Palm Beach Gardens, FL 33418, hereinafter called the Grantee: (Wherever used herein the terms "gmator" and "grantee" include all the parties to this instrument and the kelrs legal represeruaUws and assigns of bedivMWIs and the successors and assigns of Limited Mobility Company) W 1 T N E S S E T H: That the grantor, for and in consideration of the sum of Ten and 00/100 ($10.00) Dollars and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the grantee all that certain land situate in INDIAN RIVER County, State of Florida, viz: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF Subject to easements, restrictions and reservations of record and to taxes for the year 2024 and thereafter. TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. AND, the grantor does hereby covenant with said Grantee that except as above noted, at the time of delivery of this Special Warranty Deed Grantor was lawfully seized of the Property in fee simple, the Property was free from all encumbrances made by Grantor, and that Grantor hereby warrants the title to the Property and will defend the same against the lawful claims and demands of all persons claiming by, through or under Grantor, but against none other. Our File No.: 9M2010 18 Ur IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. Signed, sealed and delivered in the presence of: Wit6ess # I Sibnature Witness #1 Printed Name ,LLAA;44- WdJ4X-9 Witness #2 Signature Dcrr-' cK " Watface Witness #2 Printed Name State of New York County of Nassau CCC Real Estate Holding Co., LLC, a Delaware limited liability company (Seal) By: Gary . Golden, Manager The foregoing instrument was acknowledged before me by means of Zphysical presence or _ online notarization this /6)yday of November, 2 M. Golden, as Manager of CCC Real Estate Holding Co., LLC, a Delaware limited liability company, who is ersonally known to m9or has produced as identification. SEAL ' Signature "2cLh Scoidt-e� s Printed Notary Signature My Commission Expires: -� 23' 2� LEAH SANDERS Notary Public, State of New York No. 01 SA6266136 ()uallfied In Nassau County Commission Expires July 23, rs.>z- Our File Nb.: 92342010 19 VF EIMBIT "A" Legal Description for File #923420I0 COMMENCING AT THE INTERSECTION OF THE SOUTHERLY RIGHT-OF-WAY OF COUNTY ROAD 512 AND THE WEST LINE OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 31 SOUTH, RANGE 38 EAST, RUN NORTH 3810' 37" EAST ALONG AFORESAID RIGHT-OF-WAY, 88.26 FEET TO THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING, RUN SOUTH 70 15' 29" EAST, 25198 FEET; THENCE NORTH 3810' 37" EAST, 180.00 FEET; THENCE SOUTH 51 49' 23" EAST, 338.00 FEET; THENCE SOUTH 3810' 37" WEST, 202.08 FEET; THENCE SOUTH 19 44' 31" WEST, 251.37 FEET; THENCE SOUTH 55 1612811 WEST, 187.76 FEET; THENCE NORTH 7015' 29" WEST, 324.60 FEET; THENCE NORTH 00 00' 11" EAST, 476.26 FEET; THENCE NORTH 38 10'37" EAST, 99.26 FEET TO THE POINT OF BEGINNING. LESS THE NORTHWESTERLY 27.00 FEET MEASURED PERPENDICULAR TO FELLSMERE ROAD AND PARALLEL THERETO. ALSO DESCRIBED AS: LOTS 3, 4, AND 5, CHESSEWS GAP SUBDIVISION, PHASE I, ACCORDING TO THE PLAT THEREOF AS FILED IN PLAT BOOK 13, PAGE 76, OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA File No: 9M2010 Page 4 of S 20 OF {: 2649 PG: 849, 3/5/2013 12:38 PM D DOCTAX PD $6,370.00 And Grantor does warrant that Grantor is lawfully seized of said land in fee simple; that Grantee has good right and lawful authority to sell and convey said land, and hereby warrants the title to said land subject to the matters referred to above and will defend the same against the lawful claims of all persons whatsoever. THIS INSTRUMENT PREPARED BY ey;?•o,, ,— —.—.'c=Y&v6-Yti •"a,'S% !i P!'. Matthew J. Comisky, Esquire Blank Rome LLP 1200 North Federal Highway Suite 312 Boca Raton, FL 33432 Property Appraiser's Parcel I.D. No.: 31-38-13-00009-0000-00001 /0 73 s . i k ►+� Si-, 6"Z, 5t a.,, FL 32 9 56 STATUTORY Lawkt N. vWl rL&V"aJJ Krst NatiD"L FUjar gaL-ritla servl 4 Iwa. -V,-23yt. satel LLte uvd., SOZ 450, $Ldg 3oD DWmth, 4A 3009� WARRANTY DEED THIS STATUTORY WARRANTY DEED is made as of the date notarized, to be effective as of February _Lq, 2013, by and between SEAWINDS REAL ESTATE, LLC, a Florida limited liability company, with a mailing address of 1950 20th Street, Vero Beach, Florida 32960 ("Grantor") and STONEMOR FLORIDA SUBSIDIARY LLC, a Florida limited liability company, with a mailing address of c/o StoneMor Operating LLC, 311 Veterans Highway, Suite B, Levittown, PA 19056 ("Grantee"). WITNESSETH: That the Grantor, for valuable consideration of the sum of Nine Hundred Ten Thousand Dollars ($910,000) and other good and valuable consideration to it in hand paid by the Grantee, the receipt and sufficiency of which is hereby acknowledged, grants, bargains and sells, remises, releases and conveys, to Grantee, the real property situated in Indian River County, Florida, more fully described on Exhibit "A", attached hereto and forming a part hereof (the "Property"). This conveyance is made subject to the conditions and other restrictions described on Exhibit `B", attached hereto and forming a part hereof. Grantor does further release, remise and forever convey unto Grantee, all of Grantor's rights, title and interest, if any, in and to all roadways, streets, alleys, easements and rights of way adjacent to or abutting on the Property. Grantor covenants with Grantee that the Property is free from all encumbrances made by Grantor other than as set forth above, and that Grantor does warrant and will defend the same to Grantee against the claims and demands of all persons. Seawinds Funeral Home & Crematory, Indian River County, FL 109495.00174/12265614v.I 21 .11 IN WITNESS WHEREOF, Grantor has executed this instrument as of the date first above written. Signed and acknowledged in the presence of SEAWINDS REAL ESTATE, LLC, a Florida limited liability company By: G--� Name: Title: 1M,. STATE OF� (� ) SS COUNTY OF ) I, the undersign Notary Public in and for said County in said State, do hereby certify that-rv"e, � whose name is signed to the foregoing conveyance, and who is either personally known o me or who produced a _0 aCk,-�driver's license as identification. Given under my hand and official seal this day of'i Wxj , 2013. Printed: ?`NA( - Notary Public My Commission Expires: Seawinds Funeral Home & Crematory, Indian River County, FL 109495.00174/12265614v.1 22 EXHIBIT "A" LEGAL DESCRIPTION All that tract or parcel of land lying and being in Indian River County. Florida. and being more particularly described as follows: A portion of Section 13, Township 31 South. Range 38 East, being more particularly descrihed as follows: Beginning at the Southeast corner of Lot 1. of CHE.SSER'S GAP SUBDIVISION. according to the Plat thereof, as recorded in Plat Book 13. Page 76. of the Public Records of Indian River County. Florida: run North 38110'37" East, along the Southeasterly lot line of said Lot I. 190.(N) feet. thence nun South 51°49'23" East. 250.00 feet: thence run South 38"10'37" West 190 feet to the Northeasterly right -of -wary of South Fleming Street, thence run North 51"49'23" West along said right-of-way 250.(1(.1 feet to the point of Beginning. Seawinds Funeral Home & Crematory, Indian River County, FL 109495.00174/ 12265614v. l 23 EXHIBIT "B" PERMITTED EXCEPTIONS 1. All taxes for the year 2013 not yet due and payable, and subsequent years. 2. Boundary lines, easements, right of ways, and improvements as appearing on Plat Book 13, Page 76, and Plat Book 25 Page 13 of the Public Records of Indian River County, Florida, as shown on ALTA/ACSM Land Title Survey prepared by Mark G. Leist Registration No, PMS 5836, dated November 13, 2012, last revised January 18, 2013, Network Project No. 201202268-5. 3. Ordinance No. 0-86-2 by the City of Sebastian, Florida, dated February 19, 1986, and recorded February 25, 1986, in Book 729, Page 256, aforesaid records. 4. Ordinance No. 0-87-09 by the City of Sebastian, Florida, dated February 25, 1987, and recorded March 5, 1987, in Book 762, Page 284, aforesaid records. 5. Declaration of Covenants, Conditions and Restrictions for Chesser's Gap Subdivision by Sebastian General Partnership, B. F. T., a Florida General Partnership, dated March 18, 1992, and recorded March 18, 1992, in Book 927, Page 254, aforesaid records, as amended by First Amendment to Declaration of Covenants, Conditions and Restrictions for Chesser's Gap Subdivision of Commercial Planned Unit Development (P.U.D.) for Annexing Additional Land to the Property by Sebastian General Partnership, B. F. T., a Florida General Partnership, dated April 18, 2006, and recorded April 19, 2006, in Book 2021, Page 198, aforesaid records, as affected by Consent and Joinder by Seawinds Real Estate, LLC, a Florida limited liability company, dated February 11, 2010, and recorded March 24 2010, in Book 2407, Page 1925, aforesaid records. 6. Resolution No. R-90-46 by City of Sebastian, Florida, dated November 14, 1990, and recorded November 26, 1996, in Book 881, Page 98, aforesaid records. 7. Resolution No. 2012-05 by District School Board of Indian River County, Florida, dated October 23, 2011, and recorded November 17 2011, in Book 2535, Page 1975, aforesaid records. 8. ALTA/ACSM Land Title Survey prepared by Mark G. Leist Registration No, PMS 5836, dated November 13, 2012, last revised January 18, 2013, Network Project No. 201202268-5, discloses the following: (a) Paving crosses west property line, (b) Water, sewer, electric, storm water, and gas lines not in defined easement area. Seawinds Funeral Home & Crematory, Indian River County, FL 109495.00174/12265614v.I 24 20170056176 RECORDED IN THE RECORDS OF JEFFREY R. SMITH, CLERK OF CIRCUIT COURT INDIAN RIVER CO FL K: 3059 PG: 236, 9/29/2017 2:51 PM D DOCTAX PD 53,500.00 This instrument prepared by: Ricardo A. Gonzalez Esq. RG Law Group, P.A. 1989 NW 88" Court, Suite 101 Doral, FL 33172 (Space Reserved for Clerk of the Court) Folio No.: 31381300000100000001.2 SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made as of the 9'1 day of September, 2017, between GEC FLORIDA, L.L.C., a Florida limited liability company ("Grantor"), whose address is 2760 N. University Drive, Davie, Florida 33024, and 1IANLEX SEBASTIAN, LLC, a Florida limited liability company (the "Grantee"), whose address is 1000 Color Place, Apopka, FL 32703_ WITNESSETH GRANTOR, in consideration of Ten and NoA 00 Dollars ($10.00) and other good and valuable consideration paid by Grantee, the receipt and sufficiency of which are hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto Grantee, and its successors and assigns forever, all of Grantor's right, title and interest in and to the real property, the buildings, structures and other improvements located on the following land located in Indian River County, Florida, to -wit: A portion of Section 13, Township 31 South, Range 38 East, Indian River County, Florida, more particularly described as follows: Beginning at the Southwest corner of Lot 1, Chesser's Gap Subdivision, as per plat thereof recorded in Plat Book 13, Page 76, of the Public Records of Indian River County, Florida; run North 51 degrees 49' 23" West, along the Northerly right of way of South Flemming Street, 183.00 feet to the existing Southerly right of way of County Road 512; Thence North 38 degrees 10' 37" East, along said right of way, 254.58 feet to a point on the North line of Section 13, Township 31 South, Range 38 East; thence North 89 degrees 32' 56" East, 234.25 feet to the Northwest comer of aforementioned Lot 1; thence South 38 degrees 10' 37" West along the Westerly line of Lot 1, 400.81 feet to the Point of Beginning. Less a portion of Section 13, Township 31 South, Range 38 East, Indian River County, Florida, more particularly described as follows: A portion of section 13, Township 31 South, Range 38 East, Indian River County, Florida, more particularly described as follows: Beginning at the Southwest confer of Lot 1, Chesser's Gap Subdivision as recorded in Plat Book 13, Page 76, of the Public Records of Indian River County, Florida, 25 K: 3059 PG: 237 run North 51 degrees 49' 23" West along the Northerly Right of Way of South Fleming Street, 183.00 feet to the existing Southerly Right of Way of County Road 512; Thence North 38 degrees 10' 37" East, along said Right of Way 153.50 feet; Thence South 51 degrees 49' 23" East, 183.00 feet to said Lot 1; Thence South 38 degrees 10' 37" West, along said Lot 1, 153.50 feet to the Point of Beginning. TOGETHER with the improvements thereon and all tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining. SUBJECT TO the lien of all taxes and assessments for the year 2017 and subsequent years, which are not yet due and payable; all laws, ordinances, and governmental regulations, including, but not limited to, all applicable building, zoning, land use and environmental ordinances and regulations; and restrictions; reservations, covenants, conditions and easements of record, it not being the intent hereof to re -impose any of the foregoing. GRANTOR, subject to the matters set forth herein, hereby specially warrants the title to the Property and will defend the same against the lawful claims of all persons claiming by, through or under Grantor, but against no others. AND SAID GRANTOR hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; and that the Grantor has good right and lawful authority to sell and convey the land. 26 K: 3059 PG: 238 IN WITNESS WHEREOF, Grantor has executed and delivered this Special Warranty Deed as of the day and year first above written. Signed, sealed and delivered in the presence of: Witn1s' natGre NJ• j,'nne,,)e.-L Print Name tness No. 1 WiT;rcss Signatur / 1 r i rint Name o Witness No. 2 STATE ON FLORIDA COUNTY OF MIAMI-DADE GEC FLORIDA, L.L.C., a Florida limited liability company By: —1 I-Iector R. Vinas, Manager The foregoing Warranty Deed was acknowledged before me this ;1-1 day of September, 2017 by Hector R. Vinas, as Manager of GEC FLORIDA, L.L.C., a Florida limited liability company. He personally appeared before me and is personally known to me or has provided as identification: �r [NOTARIAL SEAL) Print Na ne:--- �``������u'��is�1'�,n,,// Notary Public, State of Florida .......... s"' oi�a> My commission expires: ( ty ,7019 27 120170056175 RECORDED IN THE RECORDS OF JEFFREY R. SMITH, CLERK OF CIRCUIT COURT INDIAN RIVER CO FL K: 3059 PG: 233, 9/29/2017 2:51 PM D DOCTAX PD $1,400.00 This instrument prepared by: Ricardo A. Gonzalez, Esq. RG Law Group, P.A. 1989 NW 881h Court, Suite 101 Doral, FL 33172 (Space Reserved for Clerk of the Court) Folio No.: 31381300000100000001.4 SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made as of the -21 day of September, 2017, between GEC FLORIDA, L.L.C., a Florida limited liability company ("Grantor"), whose address is 2760 N. University Drive, Davie, Florida 33024, and HANLEX SEBASTIAN, LLC, a Florida limited liability company (the "Grantee"), whose address is 1000 Color Place, Apopka, FL 32703. WITNESSETH GRANTOR, in consideration of Ten and No/100 Dollars ($10.00) and other good and valuable consideration paid by Grantee, the receipt and sufficiency of which are hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto Grantee, and its successors and assigns forever, all of Grantor's right, title and interest in and to the following land located in Indian River County, Florida, to -wit: A portion of Section 13, Township 31 South, Range 38 East, Indian River County, Florida, more particularly described as follows: Beginning at the Southwest coiner of Lot 1, Chesser's Gap Subdivision as recorded in Plat Book 13, Page 76, of the Public Records of Indian River County, Florida, run North 51 degrees 49' 23" West along the Northerly Right of Way of South Fleming Street, 183.00 feet to the existing Southerly Right of Way of County Road 512; Thence North 38 degrees 10' 37" East, along said Right of Way 153.50 feet; Thence South 51 degrees 49' 23" East, 183.00 feet to said Lot 1; Thence South 38 degrees 10' 37" West, along said Lot 1, 153.50 feet to the Point of Beginning. TOGETHER with all tenements, hereditaments, and appurtenances thereto belonging or in anywise appertaining. SUBJECT TO the lien of all taxes and assessments for the year 2017 and subsequent years, which are not yet due and payable; all laws, ordinances, and governmental regulations, including, but not limited to, all applicable building, zoning, land use and environmental ordinances and regulations; and restrictions, reservations, covenants, conditions and easements of record, it not being the intent hereof to re -impose any of the foregoing. 28 K: 3059 PG: 235 IN WITNESS WHEREOF, Grantor has executed and delivered this Special Warranty Deed as of the day and year first above written. Signed, sealed and delivered in the presence of- �undture N� Print Name cCWitness No. 1._ 41 Name of Witness No. 2 STATE OF FLORIDA COUNTY OF MIAMI-DADE GEC FLORIDA, L.L.C., a Florida limited Iiability company By: Hector R. Vinas, Manager The foregoing Warranty Deed was acknowledged before me this day of September, 2017 by Hector R. Vinas, as Manager of GEC FLORIDA, L.L.C., a Florida limited liability company. He personally appeared before me and is personally known to me or has provided as identification. Notary: [NOTARIAL SEAL] Print Na1�1i. �'merI&2 Notary Public, State of Florida' My commission expires: ')01q 30 %,%V o 5 111�,o�p spared hX and return to: Steven Lulich -m Attorney at Law Steven Lullcb, P.A.. P.O. Box 781390 Sebastian, Florida 32978 File Number: 00.155 Will Call No.: 1217500 DOCUMENTARY STAMPS DEED $ /, A o a' NOTE; JiFFRFY R. RARTnN CLERK INUTAN H1V A COUNTY [Space Above This Line For Recording Data] CORRECTIVE* Warranty Deed 00 AUG 16 AM 11: 22 IN THE RECORDS OF JEFFREY K. BARTCN CLERK CIRCUIT COURT INDIAN RIVER CO., FLA. IN TlIff EY Kon CLERK aRCUrr COLWr INDIAN RIVER CD,r 121A This Warranty Deed made this 27th day of June, 2000 between Sebastian General Partnership, B.F.T., a Florida General Partnership whose post office address is , grantor, and Sebastian Charter Junior High, Inc., whose post office address is 805 CR 512, Suite 3, Sebastian, Florida 32958, grantee: (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives, and assigns of individuals. and the successors and assigns of corporations, vests and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NOI100 DOLLARS (S 10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Indian River County, Florida to -wit: of the Northeast Quarter Commence at the intersection of the South line of the Northeast QuarI4 of Section 13, Township 31 South, Range 38 East, Indian River County, Florida, and the Northerly extension of the centerline of Wave Street, as shown on the plat of Sebastian Highlands, Unit 6, according to the plat thereof, as recorded in Plat Book 5, page 97, of the Public Records of Indian River County, thence South 89 42'34" West, along said South line, 34.02 feet to the Point of Beginning. From the Point of Beginning continue South 89 42134" West, 383.90 feet; thence North 00 15'10" West, 249.67 feet; thence North 89 42'34" East, parallel with aforesaid South line, 377AO feel to a point on a curve concave Easterly having a radius of 225 feet and through which a radial line bears South 81 19,45" East; thence run Southerly 35.04 feet along the are of said curve, through it central angle of 8 55'25"; thence South 00 15'10" East, 167.64 feet to a point of curvature of a curve concave Easterly and having a radius of 125 feet; thence run Southerly Alk"114Ag?tg the are of said curve, through a central angle of 22 08'52" to the point of beginning. Containing 2.15 acres, more or less. Parcel Identification Number: 3 :i1- �' - o0me) -- /0o o - W ()( � • Z *THIS DEED IS REEXECUTED, REACKNOWLEDGED AND RERECORDED TO CORRECT A SCIVNER'S ERROR IN THE LEGAL DESCRIPTION Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said [and in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31. 1999. In Witness Whereof, grantor has hereunto set grantors hand and seal the day and year first above written. Me 9 C_ 1 v 17 3Z N N Cni lV CM w 0 DoubleTirnee 31 Z90Z9ME I UG Signed, scaled and delivered in our presence: Sebastian General Parliership By: Henry Fi her General Partner (Corporate Seal) State of Florida County of Indian River The foregoing instrument was acknowledged before me this 27th day of June, 2000 by Henry Fischer, General Partner of Sebastian General Partnership, on behalf of the corporation. H_ a/she [j is personally known to me r [X] has produced a driver's license as identification. � kt,M/`� � , `. [Notary Seal] Not ry Public ��Q j f� >~7, [ Printed Name: StetrelarL+llieh j-� 1%bs My Commission Expires: v A. W ,.+�1,1SSIpp ., CD * � a►�.r N i t.. TJ h, ►►�` C n fill) In witness whereo, grantor eexecuted and reacknowledged ta] this Corrective Deed on the day of August, 2000, for the purpose of correcting the legal desciption in the original recording;- S' Baled and delivered in our presenc .... w i Seba an General Partnership �.�� BY : Henry Fischer, General CD Partner w STATE OF FLORIDA COUNTY OF INDIAN RIVER The foregoing instrument was acknowledged before me this, 14th WQntlRo' Arid • Page 2 00018Tlme9 32 day of August, 2000, by Hehry Fischer, General Partner of Sebastian General Partnership, on behalf of the corporation. He is personally known to me or has produced a driver's license s ide ifi ation. No ary Public tAaWei; . •�asaio' . � .G �v zc��A•. : t: #CCUS239 •.• 9:•t,�6��edi�+ra .c WIC DOCUMENTARY STAMPS DEEDS.b JEFFREY K. DAM"- COX. INDIAN RIVER COUNTY 33 APPENDIX C Existing PUD Development Plan (2004) 34 a , • f _w per. ' � M'!r 1 t /R •t a h. All '� IN FEET 0 !�r'•'� ,;.r 1 inch = 200 ft. It - CHESSER-S GAP PUG - EXISTING (EXISTING PUD DATA PROVIDED BY CITY OF SEBASTIAN - DATED JANUARY 2004) r'• r T i• • •� J` a PARCEL � USE .A-:GNATION:COMMERCIAL =OOLUIR GENERAL TOTAL AREA: • I AG AC AX ~A•.. - %- �� M. FAR: .0.50 AC S '� '• - �f16 . BUILDING AREA • M70 AC I1 >7 f R s n .r,� ' ��' s T T r - )! a MIN. OPEN SPACE: • 0.35 AC (25%) •9lasr'�• PARCEL 2 r T• 'T - (. _ - DESIGNATION: • COMMUNITY FACILITIES I COMMERCIAL '7 •. 7r� ,J USE: = ELMS LODGE ✓I FUNERAL HOME TOTAL AREA: =4V0 AC •1I �` ♦ MAX. FAR: = 040 AC ' 4 .,� �� • �.. .� ,• '; r ,+ �• M - MAX BUILDING AREA: -2.00 AC / ar 1 /� _ • a T i ,. MIN, OPEN SPACE: = 1,00 AC (25%) f j�3 w��'� `..-7!r� •'/� y f y PARCELS i �., ♦� • qt Jam, a •.,, - f • - f'- f • - ) # ,� DESIGNATION:COMMERCIAL, RETAIL • COMMUNITY FACILITIES \ - t USE: =BANK, GROCERY. SPECIALITY RETAIL, SCHOOL, FUTURE r t • 'a , • ` C ` ` • < 9 . ' �) 1 y 1 TOTAL AREA: = 220. 0 AC wL -+ . '. _ . , • MAX FAR: = 0.36 AC a • . //� }� C,' ♦ 1 : '� `. �`)' r _ ',LI� o%% - MAX. BUILDING AREA: a 721 AC r� MIN. OPEN SPACE: . 5.15 AC (25%) • `, �; R E . ; » • - � T1'7�1 e. - P . I: "L r� • 1 PARCEL 4 `ff t � �} 3M DESIGNATION: s PROFESSIONAL OFFICE, COMMERCIAL• LIGHT INDUSTRIAL - 01. - • .a{ Y t a• � TOTAL AREA s 110 EXISTING XI TING DEVELOPMENT r . , AC MAX. FAR: • D.50 AC ,r ' . w a t .11��-'� •l I^ =� a 7�� MAX. BUILDING AREA =5.20 AC N { y,�•1►!�,�. •, , . MIN. OPEN SPACE: = 3,80 AC (25%) { �, , 64 • .• - �• ".� PARCELS - ♦ �.1 - a ♦ ' �� DESIGNATION: =RESIDENTIAL MULTIFAMILY (6 UNITS lAC) . 1 ~ �, �i !♦' I t ,sy, t 1 USE: = NO EXISTING DEVELOPMENT ' r•• •" TOTAL AREA: =14.50 AC MAX. FAR: = 0.50 AC ; t at' �J MAX. BUILDING AREA: = 7.30AC it♦ �. . 4 �'• *. •'T' A , L - + F'i MIN. OPEN SPACE: = 3.63 AC (25%) PARCELB ' •T. , t DESIGNATION: =PROFESSIONAL OFFICE I COMMERCIAL *\ • 1 + _ a • USE: = NO EXISTING DEVELOPMENT TOTAL AREA: s 4.20AC F ♦ . `` A t. • 1� ,.� .. •, ` • MAX. FAR . O. W AC e _ w 4Olt•i• f. ' /j} o MAX. BUILDING AREA: •2.1DAC A4 R ••� .• 76T . ' { aP� �•r{a �� r ; MIN. OPEN SPACE: s1.05 AC(25%) � � a PARC0.7 I'; \ ♦ l S. a / ` • •y'* • ' jr/� DESIGNATION: a S. FLEMING STREET { ` I' ,T • R!"r*.-; •� T \' - • , USE: =EXISTING ROAD THOROUGHFARE r \`/r .. ,fir •�• 't-ie�r _. ' •' TOTAL AREA: =3.70 AC PAVED AREA: = 1.10 AC •E,- . �{ t 1►�•• w is `' - �•{ , ' OPEN AREA: =2.60 AC *. r n{1';h •a•.,} '„ a 3'`'�� •� •~ a , • f - _ - - - _• 1. TOTAL SITE AREA: 56.10 AC •• .�� ► �'+ti •+ 1r• r I + Ov : a _ + LESS FLEMING ST. ROW: (-)3.70 AC 1 • �1a �'{�. M . ` a , B j- �. 'ft NET PUD-C AREA: 54.40 AC • .� yr • , .y R . .�\ '• �. ' it �: f a, �B� • \�\! 1 } , �- • a" M � � • •, - � , � �. � 2. GROSS SITE FLOOR AREA RATIO (FAR): 0.42 »' �1s 1 �> i4 '� _ ! - • . • • • • 3. NET SITE FLOOR AREA RATIO (FAR): 0.46 +� _ - ♦ 4. MAXIMUM BUILDING AREA: 24S1 AC ♦ • r S. OPEN SPACE AREA:- 18.38 AC ` •w, !- -_ f.a ? - ` 6. MAXIMUM BUILDING HEIGHT: 35FT y f n r - �� - ! •'; - ` - 7. PARKING: AS SPECIFIED BY CODE AND PREVIOUSLY APPROVED BY THE CITY FOR ' t ♦ THE EXISTING DEVELOPED PARCELS. 8. PUD DEVELOPMENT DATA DEPICTED ABOVE PURSUANT TO THE 2004 PUD ♦ .,1�'. -1�� M i r .r >•a - ♦ DEVELOPMENT PLAN PROVIDED BY CITY. • ♦ A ° I 1 •' OPEN SPACE AREA INCLUDES TOTAL STORMWATER MANAGEMENT AREA AND TOTAL GREEN AREAS AND SHALL BE ADEQUATE TO MEET REQUIRED CODES. to 1_ • 1•'I",� f" _N. &ZIP L: REVISIONS JOB NO. 2241097 P6MBV 1835 20TH STREET SHEET DESIGN •-` � DESIGNED TH VERO BEACH, FL 32960 DRAWN ss PH. (772) 569-0035 CHESSERS GAP EXISTING 2004 CHESSERS GAP PUD EX 1 ENGINEERING, INC. -^•• -- DATE JULY2025 FX. (772) 778-3617 MULTI -FAMILY DEVELOPMENT PLAN CHECKED TH MOIA BOWLES VILLAMIZAR d ASSOCIATES MELBOURNE. FL . PH (321) 253.1510 -� DATE ISSUED CONSULTING ENGINEERING CA #3728 FT. PIERCE, FL- PH (772) 468.90S5 CITY OF SEBASTIA55 FLORIDA DATE 22-0097 APPENDIX D Proposed PUD Development Plan 36 .t )� f IL J>.� dr . �{ .r 0 200 N " (IN FEET) 1 inch = 200 ft. CHESSEWS GAP PUD -PROPOSED PUD - Cs PROPOSED COMMERCIAL (PARCELS: 1 - 9) 1. TOTAL SITE AREA 28.27 AC 2, NET SITE FLOOR AREA RATIO (FAR): MAX ALLOWABLE EXISTING 0.60 0.09 3. BUILDING COVERAGE: M" ALOTLE 1WJ 2.50 AC (6.84%) 4. OPEN SPACE AREA: MINIMUM t25%1 EXISTING (BASED ON 25% FOR COMMERCIAL) 724 AC 11.03 AC (39.0%) S. MAXIMUM BUILDING HEIGHT: MAX JJ.OWABLE EXISTING $ FT 12FT TO 26FT 5. PARKING: AS SPECIFIED AND PREVIOUSLY APPROVED BY THE CITY FOR THE EXISTING DEVELOPED PARCELS. 6. SEE ABOVE ANALYSIS FOR ZONING THRESHOLDS FOR INDIVIDUAL PARCELS. PUD - R: PROPOSED RESIDENTIAL (PARCELS: 10 - 12) 1. TOTAL SITE AREA: 29A3 AC 2, DENSITY: MACt )OWABLE PROPOSED AC 3. MAXIMUM BUILDING CONVERGE: MAX.1I111�. W`WABLE PROPOSED 9i1�. 23.5% 4. MAXIMUM BUILDING FAR: MAX. @lJ)71NABLE PROPOSED 6 96 0.38 3. MINIMUM OPEN SPACE: MIN. REOUIRED PROPOSED 5D% 60.5% 4. MINIMUM OPEN SPACE PER LOT: MIN. REOUIRED PROPOSED 30% 3&5% 5. MAXIMUM BUILDING HEIGHT: MAX. ALLOWABLE PROPOSED 25FT 24FT PUD -C PARCEL ZONING TABLE: GF,�1: •COMMERCIAL DESIGNATION: -COMMERCIAL USE =DOLLAR GENERAL USE •BANK TOTALARFA. = 1,39 AC TOTAL AREA, -1.05 AC FAR (MAX,0.6% -022 FAR(MW 0.60k -0.14 GUIDING COVERAGE (MAX 30%): - 021 AD (73S%) BUILDING COVERAGE IMAX, 30%X - 0.15 AC (14.3%) _ OPEN SPACE (MIN. RED. 25%r - 0.33 AC (233%) OPEN SPACE (MN. RED 25%} = 020 AC (27.6%) -r PARCELS '--EI6N115WN. • COMMERCIAL COMMERCIAL USE:ELICS LODGE USE SESATIAN CHA RTER Jp, HIGH TOTAL AREA: 3.09 AC TOTAL AREA: v2.15 AC FAR(MAXLOA0): -O.OBB FAR IMAX•0.60); -0.23 1 BUILDING COVERAGE PAAX. 30%): -0.26 AC(B4O%) BUILDING COVERAGE (MAX. 30%k-0.49AC(2LS%) ~� OPEN SPACE (MIN. REQ 25%E - ISO AC (62%) OPEN SPACE (MIN, REQ 2S%y -1.10 AC (312%) DES =COMMUNITY 6ITION: -COMMERCIAL USE: aFUNERAL HOME FAR: = STORMWATER TRACT L AREA: TOTAL -tBOAC TOTALAREA v&ST AC FAR(MAX. 0,W. -028 OPEN SPACE: -&37AC BUILDING COVERAGE (MAX W%): - 0.15 AC *, OPEN SPACE (MAIN. REG. 25%): - 0.30 AC (27.576) !'AR B OE TION: -COMMERCIAL PARCEL 4KHJSE' - ROADS (WAVE ST.) DESIGNAT: :COMMCOMMERCLAL TOTALAREA: a0.39 AC USE COAMIERCW. RETAIL PLAZA PAVEDAREA: -D24 AC TOTAL AREA; •7.17AC OPENSPACE:-0.15AC FAR (MAX 0MI: e0.16 WILDING COVERAGE (MAX 30%): =1.14AC(I5.9%) PARCELS OPEN SPACE (MIN. REQ. 25%K •1.02 AC INN%) DESIGNATION -COMMERCIAL USE • ROADS IS. FLEMING STJ TOTALAREA: • 3.83 AC PAVED AREA: -1.10 AC OPEN SPACE -2.53 AC r.. f � , • PUD -R PARCEL ZONING TABLE: i [� REVISIONS DATE JOB NO. 22-0097 - �� 1$35 20TH STREET __ -- DESIGNED TH VERO BEACH, FL 32960 DRAWNss FX. (772) 778-3617 PH. (772) 569-0035 CHESSERS GAP v= DATE JULY2025 ENGINEERING INC. MULTI -FAMILY CHECKED TH MOIA BOWLES VILLAMIZAR B ASSOCIATES MELBOURNE, FL - PH (321) 253-1510 __ ..- DATE ISSUED CONSULTING ENGINEERING CA #3728 FT. PIERCE, FL -PH (772) 466.9055 CITY OF SEBASTIA%7 FLORIDA DESIGNATNN; •MDR DESI�C X7N: -MDR USE = MULTI -FAMILY I TOWNHOUSES USE: • MULTIFAMILY I TOWNHOUSES TOTAL AREA, = 10.30 AC TOTAL AREA • i&62 AC DENSITY (LW . ALLOWABLE): •104Wvz DENSITY (MAX ALLOWABLE); -9.07 d"C DENSITY PROPOSED: -100". DENSITY PROPOSED: =9.53&0w OPEN SPACE (MIN. REG. W%): - 50.0% OPEN SPACE (MIN. REG. 5B%): z 504% OPEN RACE PER LOT(MIN REQ. 30%). -33.6% OPEN SPACE PER LOT (MIN. REQ. 3D%): -33.5% BUILDING COVERAGE(MAI(. 60%): =23.0% BUILDING COVERAGE (MAX. W%): -2A5% (MAX, 0.60g - 0.39 BUILDING FAR (MAX 0.80): - 0.23 ppBU:UDDING]]��FAR DESLfeYJ7R10N: •MDR USE: • MULTIFAMILY 1 TOWNHOUSES TOTAL AREA z 2.51 AC DENSITY (MAX. ALLOWABLE): •100WAC DENSITY PROPOSED;-8.SSdLd. MEN SPACE (MIN. REQ. 50%1: ' 56.2% OPEN SPACE PER LOT (MUM. REQ. 30%k • 33.5% BUILDING COVERAGE (MAX. 60%): -22.7% 'NOTE BUILDING FAR (MAX, CM): - D.37 THE TOTAL OPEN SPACE FOR THE 22.43 AC PU041 LAND AREA- 50.5% SHEET PROPOSED CHESSER'S GAP PUD EX2 (2024 DEVELOPMENT PLAN) RATE: 22.0097 APPENDIX E Zoning Maps 38 NapLegead Sebuhan city Boundary 6 zoning bb r._um—na{ (sIS1 Naaoy�a.rtutt{fl: t" :an:,.rrat•an'Cf La.;r•yF.rsrrrultxal kdiF :.11 ._ iwtw• Scrxc �Ps� Cr-mmcmW 512 ;C :.21 `-'r-r-rr-.aiGr:rak'G, C2mmcrw1lrmm_d IC.f CommcrzW Rrrarf>ort 7CR Corrvncrwi rtemod Jnr Dcv.0J0 C1 ` fd.:,6rL Home Pfanned Um :,cr iTUD A'• ti lb Rcr zermalf9ae+nwVnrtCev (PUD A ' Resrdcmal f t-c, t i.,mc su;= T ml itnacrcral C".o 1 al•48 W,-:; . G[ a: fimwrmafAA,sttr farr11Y a.t'ac iidf S. ' Rawiermw AAaRr f nm t} I MA ac',RM 10, ires:tcr+.tra: Srr s:a f r •. ' t_ r J. 'i t_ r+! • 3 Rcarr."ra''Siryoc fan{� ta.2U!ti'Y,t: iR5 M. J \ 1 ZONING MAP - EXISTING (last updated February 2024) r • 39 EX3 -4 RrW810H$ r . ._. le —ATE DE&C, -00 lQu 2297 B � 1835 20TH STREET oEacNEo THIS M VERO BEACH, FL 32960 CRAWN SS PH. (772) 569-0035 DATE 'ULr2o25 ENGINEERING, INC. FX. (772) 778-3617 CHLCKED TH MOIA BOWLES VILLAMRAR B ASSOCIATES MELBOURNE, FL- PH(321) 253.1510 DATE RSSuEO CONSULTING ENGINEERING CA N3728 FT. PIERCE, FL - PH (772) 468-9065 CITY OF SEBASTIAWO CHESSERS GAP MULTI -FAMILY FLORIDA ` N 0 200 (IFEET) 1 inch = 200 ft. Ir 1( • W - 1 w or ! .� PROPOSED ZONING CATS: SHEET EX4 22.0097 APPENDIX F FLU Maps 41 Map Logend Sebastian City R®undary b Future end Use COMMERCIAL 51.2 (0.5 FAR) ' COMMERCIAL GENERAL (1.0 rAR) COKOAERCIAL. LIMITED (0.6 rAR) ' CONSERVATION ({7.25 EARJ HEAVY INULISTRIAL;O_S FAR) INDUSTRIAL(O-5 FAR) ' INSTITUTIONAL(0.6 rAR) MIXED USE (13.6-1.0 rAR, 1O-12 dil-ac) MOBILE HOME SUBDIVISIONS LOW - MEDIUM DENSITY(5 dulac) RESIDENTIAL LOW DENSITY i5 ctufac) RESIDENTIAL MEDIUM DENSITY (10-12 da"ac) RESIDENTIAL VERY LO%,V DENSFY (3 du: ac) RIVERFRONT NAIXED USE (0.6 1,0 FAR, 8- ear. FUTURE LAND USE MAP - EXISTING (last updated April 2023) 42 EX5 c_+A ax r- - - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - COMMERCIAL GENERAL 0 0 0 /COMMERCIAL GENERAL /COMMERCIALr 117 GENERAL1101 COMMERCIAL-- N%GENERAL MEDIUM DENSITY RESIDENTIAL (10 dulac) COMMERCIAL GENERAL MEDIUM DENSITY RESIDENTIAL uj. (10 dulac) MEDIUM DENSITY COMMERCIAL at: uj RESIDENTIAL COMMERCIAL GENERAL X' I I (10 dulac) GENERAL -------- ---------------- ------------ IL -------------- 4. Aff— 1 - f. APPENDIX G Environmental Impact Report 44 Florida Environmental Consulting, Inc. Environmental Impact Report For: Sebastian Townhomes Prepared for: Mr. Nelson Fernandez Sebastian Townhouses, LLC 2700 Davie Road Davie, FL 33314 024 imothy E. Maslin, C.E.S. / C.E.C. FEC Job #23-194 Certification #77283 1835 20th Street o Vero Beach, Florida 32960 Phone: 772-299-4791 a Fax: 772--Q8-3617 • E-mail;TimM@FL-Enuoom Table of Contents 1.0 Executive Summary 2.0 Environmental Impact Report 2.1 Objective 2.2 Introduction 2.3 Materials and Methods 2.4 Soils 2.5 Hydrology 2.6 Flora 2.7 Fauna 2.8 Wetlands 2.9 Summary and Discussion 2.10 Conclusion and Recommendations 2.11 Qualifications of Individual Preparing Report 3.0 Appendix 3.1 Location Map 3.2 Soils Map 3.3 Topographic Map 3.4 Flood Map 3.5 Florida Land Cover Classification System (CLC) 3.6 Field Adjusted LULC Map 3.7 National Wetland Inventory Map 3.8 LIDAR 3.9 Scrub Jay 3.10 Historic Aerials 3.11 Site Photos 46 1.0 Executive Summary The Sebastian Townhomes property: • is five parcels along S. Fleming Street in Sebastian, Florida. • consists of 37.79 acres of partially improved land. • is zoned for Mixed land use. • was historically in use as grazing, a palm tree nursery, and single-family residences. • was previously cleared and improved with lake excavation and grading. • is currently proposed for further land development improvements. • contains poorly drained sandy soils. • is at an elevation of approximately 23 ft. • is not in a flood zone. • supports disturbed habitats. • contains remnant live oaks, laurel oaks, slash pines, and cabbage palms. • does support the gopher tortoise. • may support the scrub jay and eastern indigo snake. • does not contain jurisdictional wetlands, nor Waters of the United States. • land development improvements may cause adverse environmental impacts to native trees, and protected species. o Native tree preservation in proposed opens space and landscape areas is recommended as best practical. o Additional specific protected species surveys and protection measures are recommended for the gopher tortoise, scrub jay, and eastern indigo snake. o Additionally, an uncapped flow well and derelict drainage system should be fixed and restored. 47 Environmental Impact Report 1.1 Objective In February of 2024 Environmental Specialists from Florida Environmental Consulting Inc. performed an environmental impact study of the Sebastian Townhomes property. The objective of this study was to assess and report on the baseline environmental condition of the subject site as well as to discuss how developing this site may impact the environment. 1.2 Introduction The subject site is parcel. IDs 31381300008000000004.0, 31381300008000000001.0, 31381300008000000000.2, 31381300008000000002.0, and 31381300008000000005.0 and is in section 13 of township 31, range 38 of Indian River County, Florida. More specifically, the parcels are at the intersection of South Fleming Street and Wave Street in the City of Sebastian. The property sums 37.79 acres of disturbed partially improved land zoned for Mixed uses at 27°47'26.9"N 80°28'54.5"W. These parcels were historically in use as grazing, a palm tree nursery, and single-family residences. Also, the property was previously cleared and partially improved for land development with lake excavation and grading. The parcels are currently proposed for further land development improvements by Sebastian Townhouses, LLC. Please see the maps and other reference materials in the appendix of this report. 1.3 Materials and Methods The site assessment included preliminary research of the site and surrounding area to determine what type of ecological community to expect as well as what types of individual flora and fauna may be found on site. This preliminary research included; Geographic Information Systems (GIS) Mapping, aerial interpretation, Florida Department of Environmental Protection (FDEP), Environmental Resource Analysis, and assessing the potential for species and habitats listed by the City, County, Saint Johns River Water Management District (SJRWMD), Florida Natural Areas Inventory (FNAI), Florida Fish and Wildlife Conservation Commission (FWC), and the U.S. Fish and Wildlife Service (FWS). The site assessment also included traversing and observing communities adjacent to and within the site. During the site assessment community types, vegetation, wildlife, and other pertinent observations were noted. 48 1.4 Soils According to the U.S. Department of Agriculture Natural Resources Conservation Service (NRCS) the parcels contain 5 major soil types more specifically described as: Soil 3, EauGallie fine sand, characterized as poorly drained sand with a water table typically 3-18 inches below the surface with no typical frequency of ponding or flooding, totaling 10.67 acres. Soil 4, Immokalee fine sand, characterized as poorly drained sand with a water table typically 3-18 inches below the surface with no typical frequency of ponding or flooding, totaling 1.44 acres. Soil 5, Myakka-Myakka, wet, fine sands, 0 to 2 percent slopes, characterized as poorly drained sand with a water table typically 6-18 inches below the surface with no typical frequency of ponding or flooding, totaling 5.63 acres. Soil 6, Oldsmar fine sand, characterized as poorly drained sand with a water table typically 6-18 inches below the surface with no typical frequency of ponding or flooding, totaling 16.55 acres. Soil 47, Holopaw fine sand, 0 to 2 percent slopes, characterized as poorly drained sand with a water table typically 3-18 inches below the surface with no typical frequency of ponding or flooding, totaling 3.50 acres. As mentioned above, the site was impacted by previous uses. The parcels were historically cleared, excavated, graded, and some were furrowed for a palm tree nursery. As such it should be noted that these soils are disturbed. Please see the soils map in the appendix of this report for the general location of the soil types. 1.5 Hydrology These parcels are in hydrologic basin 22, the Central Indian River Lagoon basin, and the United States Geological Survey (USGS) Topographic Map in the Appendix shows the area as generally flat, with stormwater runoff sheet flowing multi -directionally to onsite stormwater lakes. Using the North American Vertical Datum of 1983 (NAD83) the natural ground grade is at an elevation of approximately 23 feet and according to the Flood Hazard Map in the Appendix, this area is not in the flood plain. Additionally, it should be noted that there is an uncapped flow well flooding a portion of the northeast parcel and the historic improved drainage facilities of the southeast and southwest parcels are dilapidated and not functioning properly. 49 Further, based on existing improved stormwater management facilities and the lack of direct downstream hydrologic connections, Waters of the United States are not present. 1.6 Flora As noted in the introduction the parcels total approximately 37.79 acres of historically disturbed land. As such the Florida Cooperative Land Cover classification for the 28.94-acre majority of the site is considered 182111, Urban Open Forested, described as; "Urban open but with scattered to dense hardwoods. May be mix of hardwood and conifer but largely succeeded to hardwood. Differs from Successional Hardwood Forest in that ground typically appears disturbed or improved." In this case, it is the disturbed nature of the site from its historic uses and the varied density of remnant canopy trees with an excessive presence of invasive vegetation that fits this classification. While this classification is accurate for the site, there are three similar but distinct areas that could more specifically be described as Other Disturbed Lands, Landscape Buffers, and Tree Nurseries. The site also contained three artificial impoundments/reservoirs. Please see the Aerial CLC Map and our specific Field Adjusted Land Use Land Cover Map in the Appendix for more specific locations of these habitats. The Other Disturbed Lands is characterized by its historic residential use, with some remnant canopy species and significant amounts of invasive species, as well as derelict driveways, houses, and a flow well. More specifically, this area supports some remnant laurel oaks (Quercus laurifolia), live oaks (Quercus virginiana), slash pines (Pinus elliottii), and cabbage palms (Sabal palmetto), as well as excessive muscadine grape (Vitis rotundifolia), and sawtooth briars (Rubus pensilvanicus). However, the majority of vegetative cover throughout this area is comprised of invasive and exotic vegetation including Brazilian pepper (Schinus terebinthifolius), Australian pines (Casuarina equisetifolia), snake plants (Dracaena trifasciata)cogongrass, (Imperata cylindrica), caesarweed (Urena lobata), air potato vine (Dioscorea bulbifera), and various landscaping plants, as well as some other miscellaneous grasses and forbs. The Landscape Buffer area specifically refers to the area around the northeast artificial impoundment and is generally of similar composition to the Other Disturbed Lands. However, it differs in that it has more recently been maintained and supplemented and the existing remnant native vegetation is generally in better condition than elsewhere on the property. The Tree Nursery is characterized by its use as a queen palm nursery, with furrows and irrigation present. More specifically, the area supports planted queen palms (Syagrus romanzofana), with some remnant laurel oaks, slash pines, and cabbage palms, as well as significant amounts of invasive cogongrass and Brazilian pepper. 50 No species of flora was observed on site listed by the County, Florida Natural Areas Inventory, Florida Fish and Wildlife Conservation Commission, or U.S. Fish and Wildlife Service, as Endangered, Threatened, or a Species of Special Concern. Please see the CLC and LULC Maps and Site Photos in the appendix of this report. 1.7 Fauna The fauna observed or evidenced onsite included bobcats (Lynx rufus), raccoons (Procyon lotor), squirrels (Sciurus carolinensis), mourning doves (Zenaida macroura), soft-shelled turtles (Apalone ferox), saddle -back caterpillars (Acharia stimulea), ants (Formicidae spp.), spiders (Arachnida spp.), and bees (Apidae spp.), as well as exotic brown anoles (Anolis sagrei). Additionally, there were multiple potentially occupied gopher tortoise (Gopherus polyphemus) burrows observed throughout the higher elevation portions of the parcels. The gopher tortoise is a species listed by the FWC and is protected along with their burrows. Further, with the presence of a mapped Scrub Jay Territory just outside the proposed development area, the site may support the scrub jay (Aphelocoina coerulescens). No individuals were observed during this limited site study; however, the scrub jay is a listed species and is also protected. Similarly, though no individuals were observed, having similar habitat requirements as the gopher tortoise and the scrub jay, the site may also support the protected eastern indigo snake (Drymarchon corgis couperi). No other species of fauna listed by the County, Florida Natural Areas Inventory, Florida Fish and Wildlife Conservation Commission, or U.S. Fish and Wildlife Service, as Endangered, Threatened, or a Species of Special Concern, was observed or suspected on site. Please see the Site Photos in the Appendix of this report. 1.8 Wetlands Based on aerial interpolation in conjunction with the soils survey publication, and given the previous clearing, grading, and drainage facility construction, wetlands were not suspected. Moreover, an Environmental Resource Permit was obtained and utilized to fill historic wetlands during previous land development activities (Permit Number 18771-3). Further, based on the lack of direct downstream hydrologic connections and existing stormwater management, Waters of the United States are not present. Please see the National Wetland Inventory Map in the Appendix of this report. 51 1.9 Summary and Discussion In summary, the Sebastian Townhomes property is five parcels along South Fleming Street in the City of Sebastian, consisting of 37.79 acres of disturbed land, zoned for Mixed land use. The parcels were historically used for grazing, a palm tree nursery, and single-family residences. These parcels were also previously cleared and improved with lake excavation and grading, and are currently proposed for further land development improvements. The parcels contain poorly drained sandy soils, are at an elevation of approximately 23 feet, and are not in a flood zone. Though the property does support some remnant canopy trees of slash pine, live oak, laurel oak, and cabbage palms, it is disturbed and does not support native ecological habitats. Conversely, the property does support the gopher tortoise, and may support the Florida Scrub Jay, and Eastern Indigo Snake. Finally, the parcels do not contain jurisdictional wetlands, nor Waters of the United States. For discussion, as stated above the property does contain some remnant slash pines, live oaks, laurel oaks and cabbage palms, and these trees may be cleared with a permit. However, through the PUD process the city will request that all protected native trees over 4" and specimen trees over 10" in diameter at breast height, as well as cabbage palms over 6' in trunk height, be conserved in proposed open space and landscape areas, as well as protected trees in other areas be replaced. Also, this site does support the gopher tortoise. As such, any proposed impacts within 25' of a gopher tortoise burrow will require special permitting from the FWC, as well as the relocation of any tortoise found along with associated mitigation fees. If suitable areas are left open after site planning, and habitat restoration is proposed, some tortoises could remain on site, others would be relocated offsite to an approved gopher tortoise recipient site. Gopher tortoises may be surveyed any time, however, gopher tortoise permitting, mitigation, and relocation should be initiated 90 days prior to any earthwork activity including clearing. Further, though no scrub jay individuals were directly observed, potential scrub jay habitat is characterized as Type I, Type II, or Type III Florida Scrub Jay Habitats as follows: Type I An upland plant community with at least 15% scrub oak species Type Il An upland community with <15% scrub oak species Type III An upland, or seasonally dry wetland community, which is found within a quarter mile of a Type I or Type II habitat. Based on this characterization, the subject site would be considered a Type III habitat, as it is within the known scrub jay range and within a quarter mile of an occupied scrub jay territory. As such, confirmation from the FWS or a specific protected species survey for scrub jays may be required during development permitting. Scrub jay surveys are best conducted in the spring around March or in fall from September through October. Similarly, though no individuals were directly observed, it may be required to adhere to and post eastern indigo snake protection information signage on site or in the permit box. 52 1.10 Conclusion and Recommendations In conclusion, land development improvements to the Sebastian Townhomes property, unless properly permitted, may cause adverse environmental impacts to native trees and protected species. As such, during the planning and design phase of this potential land development project, native tree preservation in proposed open space and landscape areas is recommended as best practical. Also, additional specific protected species surveys and protection measures are recommended for gopher tortoises, scrub jays, and eastern indigo snakes. Additionally, the uncapped flow well and derelict drainage system should be fixed and restored. Please contact Florida Environmental Consulting, Inc. with any questions or comments regarding this report or for any additional specific consulting. 1.11 Qualifications of Individual Preparing Report Florida Environmental Consulting is a Florida registered environmental consulting firm, the person who prepared this report is the president of the company, and his signature and seal on the cover of this document demonstrate that he is in responsible charge of the information provided. He is a Certified Environmental Consultant and Environmental Specialist. Additionally, he has a Bachelor of Science in Environmental Science from the University of Florida with a minor in Natural Resource Management, along with 24 years of experience. Finally, he is a member of the National Association of Environmental Professionals, and the Environmental Assessment Association where a code of ethics and personal commitment to quality work is upheld. 53 3.0 Appendix 3.1 Location Map 3.2 Soils Map 3.3 Topographic Map 3.4 Flood Map 3.5 Florida Land Cover Classification System (CLC) 3.6 Field Adjusted LULC Map 3.7 National Wetland Inventory Map 3.8 LIDAR 3.9 Scrub Jay 3.10 Historic Aerials 3.11 Site Photos 54 i a '` ~ » Y i ~ i N * 1 O a �s 14* 1 : �naRf�f�l Grant i Valkdla r ----SITE M e�a1RW ar /NMrr• r _ ' f�" N6 it F Lobo Ind on Rlva rt Shorv> M d if 4.5 9 18 Mile r .p` 1 � e+ llae+i• . a let P try OA Vo, VUa Avi s Axe ` Iii040 pr �'4 E.nV„�• ET " Cali Ave { •i 0.5 1 2 Miles 1 1 I 1 I I I , << tp) LOCATION SEBASTIAN TOWNHOME,% Florida Environmental Consulting Inc. i..�.e�n aim aea.rriraaw 1,FG14-194 I Revision re Ap .." I ! I ' 5 Myakka . .��� �' fine d �► sand00, 47 Holopaw " ; /� + '• ►� � �. . , fine sand _ 5 Myakka' 99 Water fine sand 10. t • ;, - mow.+ ' 6 Oldsmar • ' r / ' '- ' ' ♦fine sand lie „+a i 4 Immokalee " • , fine sand — - ;-% ML „ . Y �' •� *a!, , r,, " r s` 4 Immokalee fine sand 5 Myakkaa� - fine sand. 1 23 re'nts,0 to 5 r percent slopes, Legend Subject Parcels 37.79 Acres �j EauGallie fine sand E 4] Oldsmar fine sand Florida Soils Holopaw fine sand Water Immokalee fine sand Arents,0 to 5 percent slopes Myakka fine sand �pem- fEC-23-194 Revisions daze SOILS SEBASTIAN TOWNHOME� � Legend Subject Parcels 37.79 Acres FEC-23-194 Revisions Uate TOPOGRAPHIC SEBASTIAN TOWNHOME d"� enen.: �nxwrm •e...e u..grv..r.oa. .l► loop �► M~� 062.525 250 375 500 ,h Feet At qF. i. �► �+ + PANE M - 12061 CO H ff. 12/ 1.2 r ''�'� �" •R PAN46 EL ^ 4r -'m. ,. r # -W' � • �• ,may. r '• _• . r � , ,�<•- r . • `ter • * ` `�Y -_ j '� ^► • t 'VFW.r •% 4.0 •. _ • � c.One AE + Za ie , V. 1.7/ 14 �i 2061,C 11 H r * Eff. 1 141204 -46 JP ^ r..t r or AM Legend — Subject Parcels 37.79 Acres NP Special Floodway NFHL SFHA / Flood Zone Boundary Area of Undetermined Flood Hazard o FIRM Panels Flowage Easement Boundary 0.2% Annual Chance Flood Hazard — Cross -Sections Flood Hazard Zones Future Conditions 1% Annual Chance Flood Hazard Flood Hazard Boundaries 1%Annual Chance Flood Hazard Area with Reduced Risk Due to Levee Limit Lines Regulatory Floodway Area with Risk Due to Levee ofp, a FEC-23-194 Revisions Date oESIr.xE° _ FLOOD HAZARD SEBASTIAN TOWNHOME,% °aE +a•awn•a...v..rwn.w � — 18221 Residential, Med. Density - 2-5 Dwell ng.,Uni%/AC 18221 Residential, Med. Density - 2-5 Dwelling Units/AC 18221 Residential, Med. Density - 2-5: Dwelling Units/AC 18221 Residential, Med. Density -,2-5. ,Dwelling Units/AC 18221 Residential, Med. Density - 2-5 Dwell ing`Units/AC 18223 Commercial and Services . r 4zlu (anal 18222 Residential, High Density > 5 18223 Dwelling Units/AC 18221 Residential, Commercial Med. Density - 2-5 and Services Dwelling Units/AC 18223 Commercial and Services t 182.11 Urba�n�^•-212 Open�:Land �1840 ransDort� 182111 Urban Open Forested s Lan,Mffine Im 182111 Urban Open Forested 0 N I 5 C 0 50100 200 300 400 500 eet 18222 Residential, High Density > 5 ` - Dwelling Units/AC 00 Shrub - Brushland F I lt/Reserv01r I i 2,20 Artificial Impoundment/Reservoir 182-12 Residential, ;ow Density 18221 Residential, Med. Density - 2-5 Dwelling Units/AC b 1-82182111 Urban Instittial Open Forested 18221 Residential, . � --18221-Residentia`I, r-- - - _ _ _- _ _ _ Med. Density - 2-5 18221 R ljentj� 18221 Residential'- Dwelling Units/AC Med. Density e�(�, , - 2-5 Dwelling Units/AC e� Med. Den �5 MedDensity - 2-5 4210 Canal 1822i Residential,- — Dwelling Units/AC Dwelling Units/AC 18211 Med.: Density - 2-5 _ `_ Dwelling Units/AC �" !<' i _ - �� Urban 18221 Residential, �"" �'``a4 -i�+b�•R_ �� Open Land '4,_. `1 Med. Density - 2-5 18221 Residential, - 18221 Residential, � 18221 Residential, t Dwelling Units/AC Med. Density - 2-5 Med. Density - 2-5 Med. Density - 2-5 \ Dwelling Units/AC Dwelling Units/AC Dwelling Units/AC — Subject Parcels 37.79 Acres Institutional `� L,W� Residential, Med. Density - 2-5 Dwelling Units/AC Florida Cooperative Land Cover Lacustrine Shrub and Brushland Marshes Tian i.�au, w:;on Artificial Impoundment%Reservolr Mixed Hardwood -Coniferous Urban Open Forested Canal Residential, High Density > 5 Dwelling Units/AC Urban Open Land Commercial and Services Residential, Low Density p g c-23 194 Revisions Date FLORIDA CLC SEBASTIAN TOWNHOME; �� ueams erways 1400: Commercial 1% N , and"Services ,.., ► 12f>D*Met1'S f �. •1300: 0 50100 200 300 400 500 D nstty dwellin units/ - .e / `' . • .► .6,h . Feet t i1" 8�140: Roads .• " and High , f an � *� 300: • irs . r '" � �„ . Resew • irs 1400: Commercial and Services' - Disturbed Reservoirs f ` �' •�flb t`n s , 10 513�i• r .. f. 120�edium ' r4f,- ``� dwelling nits 2410: Tree, • - "- r Nurseries , .�� ; • `, - 4 7,400:. .1400: Disturbed ` 1700: Disturbed Insstit�utitional Lands 5300: 43�0� Lands • Uft— Australi � - 43 � 74,00: Pine . ' ' •�'t i li ©isturtietl Lan --a _ .• y - .,� -_ � Pine 1200 Medium Densi{ 2>5 � r Density dwelli= , f , � 1� OU: Mediu a 9 � r� R'� n uni acre - dwehi g Of acre, Legend — Subject Parcels 37.79 Acres 1850: Parks and Zoos,1850: Parks and Zoos Statewide Land Use Land Cover 2410: Tree Nurseries 9.67 Acres 4370: Australian Pine 1.43 Acres 1200: Medium Density, 2>5 dwelling units/acre,1200: Medium Density, 2>5 dwelling units/acre 5100: Streams and Waterways,5100: Streams and Waterways 1300: High Density, 6 or more dwelling units/acre,1300: High Density, 6 or more dwelling units/acre 5300: Streams Wa00: Reservoirs 1400: Commercial and Services,1400: Commercial and Services 5300: Disturbed Lands 21.73 Aces 1700: Institutional, 1700: Institutional 8140: Roads and Highways,8140: Roads and Highways NO p MWEC-23-194 Revisions Date FIELD ADJUSTED LULC SEBASTIAN TOWNHOME6% �,E� rx. D^'ctk Rf68MRuo.•YgyrA, iN.U• iRMO Mv.M: i/l+ew.ln.R.vM:11.�INaemSg�P1 �' � Brine •. N ' 0 50100 200 300 400 500 '" �, * •�* • ems• � Feet r � r Riverine•"t Ri ne , •�, �: •: ,,+�- • • Pond ,� • ~ ~ Ask— k, '� . �� . ' �''` �:: `• !'i ` • Pon ' • J6 ~ * � � • •• � , �• Frey ater �+';' ��• . •�� - � �� ' ; ` ' .t !�-' Pond - •+' � - t ! � � . � , ' �•� • ���ri'+t'y-mot , �, � • . it to iverine i :;'�' - . • „�, x 1 -r- Freshwater « '. 1 d� �: �: M • �, r e+ � Pond Riverine• a7 �'.� �• 7�. ..+ . d _ �'�"" • Ms - _ • Riverine ip Jam'.r Ana ti A 1 • • 1 • �' • Legend Subject Parcels 37.79 Acres FL Wetlands Freshwater Pond Riverine ,o.m. FEC-23-194 Revisions Date DmcmD NWI SEBASTIAN TOWNHOMF�, _ — Legend Subject Parcels 37.79 Acres 4p N Ak 062.525 250 375 500 Feet 2018 UDAR SEBASTIAN TOWNHOME.; Fioic� EE Lhcp m m id 1 m mh A� Yav Y.�, f 1erFi R]J�0 .ravel *rsaw+m •c...a u.n{rra+oo+ ..No. FEC-.23-194 Revisions Date DESIGNED _ _ DRAWN CNENED DATE ££OFF *Y �. %f''''�/ 0,,�• +, • •• ~ v �,, �' as . . • ;�'�'� �" Y . L JW , op .i' a ' � it � �� � �r `�� • "r. � .A • � . •r , �, t 1 , �• t i11t ` �. • k f t . rW . , • * �.. OMNI Legend Subject Parcels 37.79 Acres Occupied Scrub Jay Polygons SCRUB JAY SEBASTIAN TOWNHOME6% CbsJ��� oB QI FEC-23-194 Revisions Date DES GHE➢ Fig.. -�_�• vI� dfr�� r IWO s + - - 0 50100 200 300 400 500 �. Feet • i IF 46 tow y s ! 0 + Ab �. :'I ' •41 .� N • '� 37 i •s • . • A Legend Subject Parcels 37.79 Acres PEC-23-194 Revisions Date a. 1957 AERIAL SEBASTIAN TOWNHOME�4 jr RATE •.�.:m�o.m e..a.n•w.uw �c.!E i i • 0 50100 200 300 400 500 Feet IL 4110 lk + ~ • ' i► • �, 4 . . ♦+' Iit - t . 41 •_ ..� Ate.. .. �'� Legend Subject Parcels 37.79 Acres msH/�, FEC-23-194 Revisions gate o,s GHFo _ ' 1967 AERIAL SEBASTIAN TOWNHOMF�p — — Subject Parcels 37.79 Acres N )k 0 5a 00 200 300 400 500 eet 1974 AERIAL SEBASTIAN TOWNHOMFA E �m o mm tact 1g6pW.Kwb Vw.Bxtl� FYW1fM waw: ifaa�a.m •e.gl:lion�n.wm. m mo. FEC-23-144 Revisions I Date DESIGNED cNEtkEo OATS s 44 N 0 5(100 200 300 400 500 Feet � OA ) i. ;_a T •r r � N t 40 S.!► dr • Ir 1 r # - r �gt �. ra _egend Subject Parcels 37.79 Acres iDa wo. FEC-23-194 Revisions Date DESIGNED 1984 AERIAL SEBASTIAN TOWNHOME,S �+ CHMED DATE n • 0 50100 200 300 400 500 • Feet .✓ 14 it Nit' •t 1 ^ � •� � � ` '�y' � ,• ..LEI t �L' .. , �, �t"�e1/ � looe 411 ERR . • •! 40 + , • a J . ' • Legend Subject Parcels 37.79 Acres gg4FEC-23-194 Reviskol Date Elak 2022 AERIAL SEBASTIAN TOWNHOME mwmd„'o - - vqF NIA ?; sus" -14 ' / 14 / .� �- - __ __ • � fir. � .. Y . 40 . i 4. a v 1v, jjjl wl, Nr �• } f . 11 sy► �,� $ i :.i � � �\ �;,,°.+tip � r�� .,. ��•`�� fr�.�.4 i fir �i �. ' �t, / •- ri 's •� 10 i �,. 3�` •i• t=�'"'f'� f'�L • ► , :rr` * 11r ; �' f ` .�k ..�" � p' Z`M.r ' y �� � r � i Aw 0.7y •�to�• Yam(, y� �•�� •l.• ,�, ` '� � •i 'r ��r i - . � � � ,01IL P 4-4 . R. } r � � t ��a ,� '�� r- tii► v�+�'s� . •mod TJ ?wry 4 �• j`` - . to Y• 7 w � i� � .t,'.i�.��.r: r•1 s "•was ! � 1 _ . .��i•4r IZ N` • � rf�i ,'A,yLJ �f.i APPENDIX H Indian River County Department of Utilities Services Exhibits 78 Indian River County Department of Utility Services 180127th Street, Vero Beach, Florida 32960 Phone: 772-567-8000, Fax: 772-770-5143 OVEl? May 30, 2024 Re: County Water & Sewer Availability Location: Fleming Street, Sebastian, FL (PID# 31381300008000000001.0, 2.0, 4.0, 5.0, 0.2) Indian River County, Florida To whom it may concern, County Water and Wastewater service is presently available to the requested location. To access such Water and Wastewater treatment service, the Applicant may be required to pay connection, impact, and other customary fees, comply with other routine administrative procedures, provide easements, and/or remove, relocate, install or construct line extensions and other equipment, including but not limited to pumping stations, in connection with the construction of the Development. Execution. of this document does not guarantee that Water and Wastewater treatment service will be available to the Applicant in the future and does not provide the Applicant with any vested rights to receive Water and Wastewater treatment service. The availability of Water and Wastewater services are subject to the approval of all applicable governmental agencies having jurisdiction over these matters. Please contact this office or visit our website, httns://indianriver.L,ov/services/utilities/index.i)hn. and select Water and Sewer Rates under Quick Links for further information regarding connection fees and permitting procedures. Best regards, Jesse Roland, Sr. Plans Reviewer I.R.C. Dept. of Utility Services 1801 27th St. Vero Beach, FL 32960 Ph: 772-226-1636 iroland(u indianriver.cov 79 INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES WATER & WASTEWATER PLANT INFORMATION Owner of System: Indian River County UPDATED AS OF: Address: 180127th Street 2/26/2024 City, County, State, ZIP: Vero Beach, Indian River County, FL 32960 Telephone / Fax: 772-226-1835 / 772-770-5143 Contact Name: Title: Phone No. Email: Howard Richards, P.E. Capital Projects Manager 772-226-1821 hrichards@indianriver.aov Jesse Roland Sr. Plans Reviewer 772-226-1636 iroland#Dindianriver.aov I WASTEWATER TREATMENT FACILITY INFORMATION Name of Treatment Plant: Central WWTF North WWTF Sea Oaks WWTF South WWTF West WWTF Blue Cypress WWTF County: Indian River City: Vero Beach DEP Permit No. I Facility ID: FLA010431 FLA104388 FLA104299 FLA010435 FLA0041637 FLA010439 Max monthly ADF over the last 12-month period: 2.61 MGD Not in Operation Not in Operation 0.91 MGD 2.54 MGD 0.00230 MGD Last 12-Month Period Used: January 2023 - December 2023 Max 3-month ADF over the last 12-month period: 2.560 MGD Not in Operation Not in Operation 0.900 MGD 2.366 MGD 0.00190 MGD Months for max 3-month ADF over the last 12-month period: February 2023 -April 2023 June 2023 - August 2023 January 2023 - March 2023 October 2023 - December 2023 Current permitted capacity, AADF: 4.00 MGD N/A N/A 2.00 MGD 6.00 MGD 0,01700 MGD Current outstanding flow commitments against treatment plant capacity: 0.300 MGD N/A N/A 0.092 MGD 0.140 MGD 0.00025 MGD 80 Sheet 1 of 2 INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES WATER & WASTEWATER PLANT INFORMATION Owner of System: Indian River County Address: 180127th Street City, County, State, ZIP: Vero Beach, Indian River County, FL 32960 Telephone / Fax: 772-226-1835 / 772-770-5143 Contact Name: Title: Phone No. Howard Richards, P.E. Capital Projects Manager 772-226-1821 Jesse Roland Sr. Plans Reviewer 772-226-1636 WATER TREATMENT PLANT INFORMATION Public Water System (PWS) Name: Indian River County Utilities PWS Identification No: FL3314052 PWS Type: Community Water Systems (CWS) PWS Owner: Indian River County Name of Water Treatment Plant: Hobart WTP Oslo WTP Total permitted max day operating capacity: 17.140 MGD 8.57 MGD Total max day flow during past 12 months: 9.29 MGD 6.64 MGD Email: hrichards Ca) indianriver. Rov 'roland indianriver.Qov UPDATED AS OF: 2/26/2024 81 Sheet 2 of 2 APPENDIX I Traffic Impact Statement 82 Kimley)))Horn April 9, 2025 Dorri Bosworth, Planning Manager Community Development Department 1225 Main Street Sebastian, Florida 32958 RE: Chessers Gap Rezoning Traffic Impact Statement; City of Sebastian, FL Kimley-Horn Project No. 140771001 Dear Ms. Bosworth: Kimley-Horn is pleased to provide this traffic impact statement for the proposed Future Land Use (FLU) amendment and rezoning of a ±29.43-acre site generally on the north and south of S Fleming Street, east of CR 512 within the City of Sebastian, Florida. The 29.43-acre site encompasses a total of four (4) parcels. This analysis provides a comparison of the trip generation potential of the existing and proposed FLU and zoning designations. Background Information The property subject to the FLU amendment and rezoning includes four (4) undeveloped parcels that combine for a total of ±29.43 acres. Figure 1 shows the location of the site and is provided as an attachment. The four (4) properties currently have an existing FLU designation consistent with the approved 2004 Planned Unit Development (PUD). Portions of this PUD have been constructed (Pods 1, 2, and 3) with the remaining unbuilt portion approved for approximately 418,394 square feet of commercial use, 56,628 square feet of general light industrial use, and 116 multifamily dwelling units. To better accommodate the proposed uses for the property, a request has been made to amend the official FLU map from the approved 2004 PUD to the Medium Density Residential (10 DU/AC) designation. The FLU designation of Medium Density Residential will allow for a density of up to 10 DU/AC. The four (4) properties currently have an existing zoning consistent with the approved 2004 Planned Unit Development (PUD). Portions of this PUD have been constructed (Pods 1, 2, and 3) with the remaining unbuilt portion approved for approximately 418,394 square feet of commercial use, 56,628 square feet of general light industrial use, and 116 multifamily dwelling units. To better accommodate the proposed uses for the property, a request has been made to amend the official zoning map to the Planned Unit Development — Residential (PUD-R) zoning designation. The zoning designation of PUD-R will allow up to 10 dwelling units per acre for residential uses. It should be noted that the PUD-R zoning densities are based on the maximum densities provided for the Mixed -Use land use designation (10 DU/AC). Parcel calculations and the approved 2004 plan are provided as attachments. 83 Kimley)))Horn Page 2 FLU Trip Generation To determine the potential transportation impact of the proposed FLU amendment, the daily, AM peak hour, and PM peak hour trip generation potential of the proposed FLU designations were compared to the trip generation potential of the previously approved conceptual plan. The trip generation was calculated using the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 11th Edition. Land use codes 220 Multifamily housing (Low Rise), 110 General light industrial and 820 Shopping Center (>150k) were utilized. Methods established in the ITE Trip Generation Appendices were utilized to calculate pass -by reductions. ITE Trip Generation Manual, 11 th Edition excerpts are provided as an attachment. Table 1 provides a comparison of trip generation potential considering the existing approved FLU and proposed FLU designation. As shown, the proposed FLU designation would result in a net decrease in daily project trips, a net decrease in AM peak hour project trips, and a net decrease in PM peak hour project trips when compared to the trip generation potential of the existing approved FLU designations. The trip generation potential considered high intense land -use codes to provide a conservative analysis. Table 1: Future Land Use Trip Generation Lard U,a bit" DelliTrp, AMPeakH—crilA4ecertt Scent PMpeak Neural A/Mq/rt Street Total M Out Total In Out Falstkr3 Future land the Shopping Centel- (>1SOK)ICO) 410.394 SF 15,485 3S1 239 133 IA23 683 74D Gereral Light lnduswlall S6.628 SF 176 42 37 5 37 5 32 Residential Multi-Family(RM-8) 216 Our 819 54 14 45 70 44 26 Subrourt 16.580 452 269 183 1,530 732 798 PassgFTraft, Qalty AM Pm Shopping[erder(a1SOK):CG) 19% 19% 19% 2.942 67 41 26 27D 130 140 Subtotal 2.942 67 4t 26 270 230 140 Dr%eaywVohanes 16,310 452 269 233 LS30 732 798 TOTAL NETSITIMNAL7RIPS(OWING FLU) 13,638 !K 171 1S7 I 1r260 I W2 I 661 Proposed Future Land the I Residential Multi-Fanyly(RM-101 294 DU 1.960 114 17 87 147 93 54 Subtotal 1.960 114 I 27 I 87 147 93 54 I OriuewayVoluene; 1.960 114 27 87 147 93 54 TOTAL NET WMNALTAIPS(PROPOSED FLU) ' 16960 I Iles D I P I 147 I a 54 TOTALNET NEW OMFNALTIOPS(OUSTING. PROPOSED) •M6M I -271 -2M I .70 I •1,113 •50 .MA Note 1: Trip Generation was nlculatad using the date from ITE's Trip Gone ration Manual, 11m Editian Note 1: 1911 of Partel 4 was ass umetl as General Light Industrial Now: 3: Pass by parsentages were taken fro m the ITE Trip Gene ration Ma nual, LIM Edition Appendices �lIf2R11P=11�o1417,.L19�''�1S).LIC87�91 Daily T=6.41'1X)+75.31;(Xls numberofdwellingunlbl AM Pea k Hourof Adjacent St. et T-031aIX)i22.115;(X is number of dwell Ing un In 1; (24%1"76% out) PM Peak Hour of Adis —Sweet Ta0A3'(X)*2a55;(X is number of dwe IIIne units);(63%in/ 37%aul) enerel Daltiod-w it RIE1101 Daily T a 487•IXI; IX is SF/10001 AMP4ak Heurof4djocom5troer Ta0.74•(s0:(Xis SF/t000);IR6%in/12%oul) PM Pea k Hp ur e l Adja x nt Street T•085- 1XI;(X IS SF/ 1000j; 114K 1n/ 5616out) Metal- Parser I>15M IITE 8201 Daily T - 37.0d'IXk (X l s SF/1000) AM Ptak Hour of AdWwnt Street 7-OJO(X); IX IS SF/1000); 162%In/39%out) PM Peak No., a l Adjacent Sweet Tn1A0'(XI;(X If SF/f000); 149%1n/52%null 84 Kimley*Horn Page 3 Rezoning Trip Generation To determine the potential transportation impact of the proposed rezoning, the daily, AM peak hour, and PM peak hour trip generation potential of the proposed zoning designations were compared to the trip generation potential of the existing approved zoning designations. The trip generation was calculated using the Institute of Transportation Engineers' (ITE) Trip Generation Manual, 11th Edition. Land use codes 220 Multifamily housing (Low Rise), 110 General light industrial and 820 Shopping Center (>150k) were utilized. Methods established in the ITE Trip Generation Appendices were utilized to calculate pass -by reductions. Table 2 provides a comparison of trip generation potential considering the existing approved zoning and proposed zoning designation. As shown, the proposed zoning designation would result in a net decrease in daily project trips, a net decrease in AM peak hour project trips, and a net decrease in PM peak hour project trips when compared to the trip generation potential of the existing approved zoning designations. The trip generation potential considered high intense land -use codes to provide a conservative analysis. Table 2: Rezoning Trip Generation Potential Lard 1%e Intensity Daily Trips AM Peak" of Aillar ret Street PM Peak: _ur of AAs nt 5tmat Ted In Out Teal In Out EdYirm zorjm ShpppingCentar(450g)ICG) 4181394 SF 15.485 $51 218 133 1.423 683 740 General Light Industrial' 56,628 SF 276 42 37 5 37 5 32 Residential Multi-Famlly(RM43) 116 all 819 59 14 45 70 44 26 subtotal 16,S80 452 269 183 11530 732 798 pass-ey7rdRc' Daily AM PM ShoppintiCanter(a1SDKl JOG] 29% 19% 19% 2.942 67 41 26 270 130 140 Subtotpl 21942 67 41 25 270 130 14D Drlseway voters, 16,580 452 269 183 11530 732 793 TOTAL NET EI(TERNALTR)PS{E%ISTING Fla) 14638 385 Z32 L57 MW 60T 4" proposeeiionk,g Residential Multi -Family JRM-10) 294 DU 1960 114 27 87 147 93 54 SuOrotal I,960 214 27 87 347 93 S4 DrlyewryYohmes 1,960 124 27 87 147 93 54 TOTALNIETEIITEMALTMP5(PROPOSEDFLU) "ID 114 77 87 I 147 !3 I Sg TOTAL NET NEW EIOERNAL MOPS(EMYTING-PROPOSED) -11,678 -Z71 -21111 --m I .1,113 � .SD9 � -am Note 1: Trip Generation was calculated using d. data from ITEls Trip Ganerati on Manual, Ilth Edition Nate 2: 25%ef Pa reel 4 was assumed as General qgh, lndusldal Note 3: Pass -by parceeagas were is ken /men the ITE Trip Ganeraticm Manual, 310,h Edition Appandims. 61g6FamIAEM9LRDSILRX1�sl.IQ573P1 Daily AM Peak Hour of Adjacent Stress PMfMak HoursfAd)a0 $tree) 6eieeal lbAa Iwdurrdal IrIF /1M Daily AM Peak Hour al Adjacent SYeet PM Peak Ilaur of Adj. rant Street Daily AM Pa a k Hour al Adjacent Street PM Pcak Hour of Adj. t 15-et T- 6A1•(ps7531;(X Is number of dwell ire units) T c 0.11'(30a22.8S; (X Is rwmber of dwelling unlb); (24% In/ 76%ou0 T= 0A3'(30f20$5;(X is number al dwelling unlb);(61%in/37%oul) T = 4.87•(Xj; (Xis SF/IDW) T : a.?- (41; III es SFAMM: (88is in/ 12%auq T.0.65•(X); (Xis SF/100M;114%(n/ 86%au0 T=37A1'(Xj; (Xis SF/3000) T=DH4-M (als 5F/100M; (61%in/ 31i%aull T .3A0s()0: (Xis SF/I000)1(48q in/ 51%ou0 200 S Orange Avenue. Suite 600, Orlando, FL 32801 Kimley)))Horn Summary Page 4 This traffic statement has been prepared in support of a rezoning for a ±29.43-acre site generally located on the north and south sides of S Fleming Street, east of CR 512 in Sebastian, Florida. The ±29.43-acre site encompasses a total of four (4) vacant properties. To better accommodate the proposed uses for the property, a request has been made to amend the official City of Sebastian FLU and zoning maps based upon the proposed FLU and zoning designations. The proposed FLU and zoning designation will result in a lesser trip generation potential compared to the existing approved 2004 PUD. Therefore, the proposed FLU amendment and rezoning will not result in increased traffic impact on the surrounding transportation network. Sincerely, KIMLEY-HORN Alex Memering, P.E. Attachments: Figure 1 — Project Location ITE Trip Generation Manual, 11'h Edition Excerpts Parcel Calculations Approved 2004 PUD Plan K.IORL_TPT01140771001_Ches9ers Gap T/A'W DocumentatlonlChessers Cap Rezoning Traffic 5tatement.docx 86 V►J.04 41. -. TT w 1 ' a t s 11•� ' /` "� v • 1 , �, T � M • 1 ii �f�. * � T � t Yw ► yr vy it � 4I. l F 'Y dw IL +r �r� 'r"• � ' �.:► 't { .4��.'j � � y 4_ : �' � .-' A � ♦ '� ► • '� '., r.►L are vp Ir4--1t}f'i fir% It .. ^ .. 1 � .Q f 4V 1 r f/ • �*-�-ti y�` ! �+ �� fir"" �t.�r� i • •"~ h t v it r • y �,•� ` '4661 t j • • - �• Land Use: 220 Multifamily Housing (Low -Rise) Description Low-rise multifamily housing includes apartments, townhouses, and condominiums located within the same building with at least three other dwelling units and that have two or three floors (levels). Various configurations fit this description, including walkup apartment, mansion apartment, and stacked townhouse. • A walkup apartment typically is two or three floors in height with dwelling units that are accessed by a single or multiple entrances with stairways and hallways. • A mansion apartment is a single structure that contains several apartments within what appears to be a single-family dwelling unit. • A fourplex is a single two-story structure with two matching dwelling units on the ground and second floors. Access to the individual units is typically internal to the structure and provided through a central entry and stairway. • A stacked townhouse is designed to match the external appearance of a townhouse. But, unlike a townhouse dwelling unit that only shares walls with an adjoining unit, the stacked townhouse units share both floors and walls. Access to the individual units is typically internal to the structure and provided through a central entry and stairway. Multifamily housing (mid -rise) (Land Use 221), multifamily housing (high-rise) (Land Use 222), affordable housing (Land Use 223), and off -campus student apartment (low-rise) (Land Use 225) are related land uses. Land Use Subcategory Data are presented for two subcategories for this land use: (1) not close to rail transit and (2) close to rail transit. A site is considered close to rail transit if the walking distance between the residential site entrance and the closest rail transit station entrance is v2 mile or less. Additional Data For the three sites for which both the number of residents and the number of occupied dwelling units were available, there were an average of 2.72 residents per occupied dwelling unit. For the two sites for which the numbers of both total dwelling units and occupied dwelling units were available, an average of 96.2 percent of the total dwelling units were occupied. The technical appendices provide supporting information on time -of -day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip 252 Trip Generation Manual 11th Edition • Volume 3 � 88 generation resource page on the ITE website (https.//www.ite.org/technical-resources/topics/trip- and-parking-generation/). For the three sites for which data were provided for both occupied dwelling units and residents, there was an average of 2.72 residents per occupied dwelling unit. It is expected that the number of bedrooms and number of residents are likely correlated to the trips generated by a residential site. To assist in future analysis, trip generation studies of all multifamily housing should attempt to obtain information on occupancy rate and on the mix of residential unit sizes (i.e., number of units by number of bedrooms at the site complex). The sites were surveyed in the 1980s, the 1990s, the 2000s, the 2010s, and the 2020s in British Columbia (CAN), California, Delaware, Florida, Georgia, Illinois, Indiana, Maine, Maryland, Massachusetts, Minnesota, New Jersey, Ontario (CAN), Oregon, Pennsylvania, South Carolina, South Dakota, Tennessee, Texas, Utah, and Washington. Source Numbers 188, 204, 237, 300, 305, 306, 320, 321, 357, 390, 412, 525, 530, 579, 583, 638, 864, 866, 896, 901, 903, 904, 936, 939, 944, 946, 947, 948, 963, 964, 966, 967, 1012, 1013, 1014, 1036, 1047, 1056, 1071, 1076 "�� Gene89 Urban/Suburban and Rural (Land Uses 000-399) 253 Multifamily Housing (Low -Rise) Not Close to Rail Transit (220) Vehicle Trip Ends vs: Dwelling Units On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 22 Avg. Num. of Dwelling Units: 229 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates 6.74 2.46 - 12.50 Data Plot and Equation 4000 3000 w v W 0 a 2000 1000 X , X X' 0 0 100 200 300 X = Number of Dwelling Units X Study Site Fitted Curve Fitted Curve Equation: T = 6.41(X) ; 75.31 Standard Deviation 1.79 400 - - - - - Average Rate R'= 0.86 X 500 254 Trip Generation Manual 11th Edition -Volume 3 ,`�W 90 Multifamily Housing (Low -Rise) Not Close to Rail Transit (220) Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 49 Avg. Num. of Dwelling Units: 249 Directional Distribution: 24% entering, 76% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.40 0.13-0.73 0.12 Data Plot and Equation 1- 300 X 200 100 A IK 0 0 1000 2000 x = Number of Dwelling Units X Study Site Fitted Curve - - - - - Average Rate Fitted Curve Equation: T = 0.31(X) + 22.85 R'= 0.79 General Urban/Suburban and Rural (Land Uses 000-399) 255 Multifamily Housing (Low -Rise) Not Close to Rail Transit (220) Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 59 Avg. Num. of Dwelling Units: 241 Directional Distribution: 63% entering, 37% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.51 0.08 - 1.04 0.15 Data Plot and Equation 400 m 300 v c W 0, a _ H. H 200 100 0 0 1000 X = Number of Dwelling Units X Study Site Fitted Curve Fitted Curve Equation: T = 0.43(X) 20.55 - - - - - Average Rate R2= 0.84 200D 256 Trip Generation Manual 11th Edition • Volume 3 "ice 92 Land Use: 110 General Light Industrial Description A light industrial facility is a free-standing facility devoted to a single use. The facility has an emphasis on activities other than manufacturing and typically has minimal office space. Typical light industrial activities include printing, material testing, and assembly of data processing equipment. Industrial park (Land Use 130) and manufacturing (Land Use 140) are related uses. Additional Data The technical appendices provide supporting information on time -of -day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip generation resource page on the ITE website (https#www.ite.org/technical-resources/topics/trip- a.nd-parking ;generation/). The sites were surveyed in the 1980s, the 2000s, and the 2010s in Colorado, Connecticut, Indiana, New Jersey, New York, Oregon, Pennsylvania, and Texas. Source Numbers 106, 157, 174, 177, 179, 184, 191, 251, 253, 286, 300, 611, 874, 875, 912 30 Trip Generation Manual 11th Edition • Volume 3 WF 93 General Light Industrial (110) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 37 Avg. 1000 Sq. Ft. GFA: 45 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates 4.87 0.34 - 43.86 Data Plot and Equation 2000 C W N a H 1000 U 0 100 X Study Site Fitted Curve Equation: T = 3.76(X) + 50.47 200 X = 1000 Sq. Ft. GFA Fitted Curve Standard Deviation 4.08 300 400 - - - - - Average Rate R'= 0.61 Generraal Urban/Suburban and Rural (Land Uses 000-399) 31 General Light Industrial (110) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 41 Avg. 1000 Sq. Ft. GFA: 65 Directional Distribution: 88% entering, 12% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 0.74 0.02 - 4.46 0.61 Data Plot and Equation h r C W w a .c H F 300 ' X 200 100 0 0 100 X Study Site Fitted Curve Equation: T = 0.68(X) + 3.81 200 X = 1000 5q. Ft. GFA Fitted Curve 300 - - - - - Average Rate R2= 0.66 400 32 Trip Generation Manual 11 th Edition - Volume 3 95 "IF General Light Industrial (110) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 40 Avg. 1000 Sq. Ft. GFA: 58 Directional Distribution: 14% entering, 86% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 0.65 0.07 - 7.02 0.56 Data Plot and Equation 400 300 N a c w 200 X X X, 100 X X X, 'X X XX X 0 0 100 200 300 400 X = 1000 Sq. Ft. GFA X Study Site Fitted Curve - - - - - Average Rate Fitted Curve Equation: Ln(T) = 0.72 Ln(X) + 0.38 Rx= 0.55 General Urban/Suburban and Rural (Land Uses 000-399) 33 Land Use: 820 Shopping Center (>1 50k) Description A shopping center is an integrated group of commercial establishments that is planned, developed, owned, and managed as a unit. Each study site in this land use has at least 150,000 square feet of gross leasable area (GLA). It often has more than one anchor store. Various names can be assigned to a shopping center within this size range, depending on its specific size and tenants, such as community center, regional center, superregional center, fashion center, and power center. A shopping center of this size typically contains more than retail merchandising facilities. Office space, a movie theater, restaurants, a post office, banks, a health club, and recreational facilities are common tenants. A shopping center of this size can be enclosed or open-air. The vehicle trips generated at a shopping center are based upon the total GLA of the center. In the case of a smaller center without an enclosed mall or peripheral buildings, the GLA is the same as the gross floor area of the building. The 150,000 square feet GLA threshold value between community/regional shopping center and shopping plaza (Land Use 821) is based on an examination of trip generation data. For a shopping plaza that is smaller than the threshold value, the presence or absence of a supermarket within the plaza has a measurable effect on site trip generation. For a shopping center that is larger than the threshold value, the trips generated by its other major tenants mask any effects of the presence or absence of an on -site supermarket. Shopping plaza (40-150k) (Land Use 821), strip retail plaza (<40k) (Land Use 822), and factory outlet center (Land Use 823) are related uses. Additional Data Many shopping centers —in addition to the integrated unit of shops in one building or enclosed around a mall —include outparcels (peripheral buildings or pads located on the perimeter of the center adjacent to the streets and major access points). These buildings are typically drive-in banks, retail stores, restaurants, or small offices. Although the data herein do not indicate which of the centers studied include peripheral buildings, it can be assumed that some of the data show their effect. The technical appendices provide supporting information on time -of -day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip generation resource page on the ITE website (https:!/wwvv.ite:org/technical-resources/topics/trip- and -parking ,generation/). The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in Alberta (CAN), California, Colorado, Connecticut, Delaware, Florida, Georgia, Illinois, Indiana, Iowa, Kentucky, General Urban/Suburban and Rural (Land Uses 800-999) 175 Maryland, Massachusetts, Michigan, Minnesota, New Jersey, New York, North Carolina, Ohio, Oklahoma, Pennsylvania, Tennessee, Texas, Vermont, Virginia, Washington, West Virginia, and Wisconsin. Source Numbers 77, 110, 154, 156, 159, 190, 199, 202, 204, 213, 251, 269, 294, 295, 299, 304, 305, 307, 308, 309, 311, 314, 315, 316, 317, 319, 365, 385, 404, 414, 423, 442, 446, 562, 629, 702, 715, 728, 868, 871, 880, 899, 912, 926, 946, 962, 973, 974, 978, 1034, 1040, 1067 176 Trip Generation Manual 11th Edition • Volume 5 "gam 98 Shopping Center (>150k) (820) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 108 Avg. 1000 Sq. Ft. GLA: 538 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates Standard Deviation 37.01 17.27 - 81.53 12.79 J Data Plot and Equation 60000 'X X X X ' X 40000 , X X X M w X X X ,' Ix X X a X ' X X 'X t- X X ��X X X J. �/X X %i,' 20000 X X %k X X X X � X X>(I X X 0 0 1000 X = 1000 Sq. Ft. GLA X Study Site Fitted Curve Fitted Curve Equation: T = 26.11(X) + 5863.73 - - - - - Average Rate R'= 0.60 200D General Urban/Suburban and Rural (Land Uses 800-999) 177 99 Shopping Center (>150k) (820) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 44 Avg, 1000 Sq. Ft. GLA: 546 Directional Distribution: 62% entering, 38% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates Standard Deviation 0.84 0.30 - 3.11 0.42 Data Plot and Equation 2000 X W X x to H 1000 , u X X.' X YA X X X X X X X .'X' X XX xl� WX X 0 0 1000 x = 1000 Sq. Ft. GLA X Study Site Fitted Curve - - - - - Average Rate Fitted Curve Equation: T = 0.59(X) + 133.55 R'= 0.56 2000 178 Trip Generation Manual 11th Edition -Volume 5 100 Shopping Center (>150k) (820) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 126 Avg. 1000 Sq. Ft. GLA: 581 Directional Distribution: 48% entering, 52% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates Standard Deviation 3.40 1.57 - 7.58 1.26 Data Plot and Equation 8000 X ' 6000 Xco ,. X c X i W i C ,X X .1 f Moo ... X X X. - - �� X X( X X X X' X X X X X X)� X X 2000 XX X X X X X X 0 0 1000 2000 3000 X = 1000 Sq. Ft. GLA X Study Site Fitted Curve - - - - - Average Rate Fitted Curve Equation: Ln() = 0.72 Ln(X) + 3.02 R2= 0.70 Gener0atl Urban/Suburban and Rural (Land Uses 800-999) 179 Land Use Codel Land Use Setting Time Period # Data Sites Average Pass -By Rate GLA (000) 213 225 227.9 235 255 256 293 294 350 361 375 413 418 450 476 488 560 581 598 633 I Vehicle Pass -By Rates by Land Use Source: ITE Trip Generation Manual, 11th Edition 820 Shopping Center (> 150k) General Urban/Suburban Weekday PM Peak Period 8 Sites with GLA between 150 and 300k 16 Sites with GLA between 300 and 900k 29% for Sites with GLA between 150 and 300k 19% for Sites with GLA between 300 and 900k Pass -By Characteristics for Individual Sites State or Province Florida Illinois Kentucky Kentucky Iowa Connecticut Illinois Pennsylvania Massachusetts Virginia North Carolina Texas Maryland California Washington Texas Virginia Colorado Colorado Texas Survey Pass -By Non -Pass -By Trips Year # Interviews Trip (%) Primary (%) Diverted {%) Total (%) 1990 312 28 31 41 72 1994 264 35 32 33 65 1993 — 34 35 31 66 1993 211 35 29 36 65 1994 222 23 38 39 77 1994 208 27 51 22 73 1994 282 24 70 6 76 1994 213 24 48 18 76 1994 224 18 45 37 82 1994 315 17 54 29 83 1994 214 29 48 23 + 71 1994 228 28 51 21 72 1994 281 20 50 ' 30 80 1994 321 23 49 28 77 1994 234 25 53 22 7S ' 1994 257 12 75 13 88 1994 437 ' 19 49 32 I 81 1994 296 18 53 29 82 JJI I 1994 205 17 55 28 83 l 1994 257 + 10 64 26 90 Adj Street Peak Hour Volume 1970 2593 3706 3422 4606 4055 2112 2034 2053 589 5610 2787 3427 1094 3051 2939 3840 Source 33 24 34 2 24 24 13 24 24 24 24 24 24 24 24 13 24 24 24 24 102 667 I Illinois 1994 200 16 53 31 84 2770 24 738 II New Jersey 1994 283 13 75 12 87 8059 24 800 I California 1994 205 21 51 28 79 7474 24 808 California 1994 I 240 13 73 14 87 4035 I 24 103 Parcel Breakdown per Use Parcel #1 3 4 SF Per Use z Commerical- 157,033 SF 25% Industrial- 56,628 SF 75% Commercial-169,884 SF 5 I 14.50 Ac I Residential 1 (8 Units/ Ac) -116 Units Max Builing Area 1 3.61 Ac3 5.20 Ac Use type 1 Commercial Commercial, Light Industrial, Office 6 I 2.10 Ac I Commercial/Office I Commerical/Office- 91,476 SF Notes: 1- Parcel Breakdown taken from the prevously approved PUD 2- Calculated by taking max building area in Acres x 43,560 SF 3- Max building area calculated by taking parcel size (10.30 Ac) x .35 ( the previously approved max FAR for this parcel) 104 99 7 (]� REVISIONS rf F�f }110 sill rk All !� +l.��j''�'+;,1( fir,•~ i.4,�,'' �,- ' ` i a w W. AN r n a.1Q). 'PUD-C `PROFESSIONAL Of COMMERCIAL it 1 Ir.14T 1W)INTM 3•X 1 •��J.1��. K' 1''a.46 M. k wk;+ w �.� � ��� aYi rl'-.i .14. • DATE JOB NO. 22-0097 '1835 20TH STREET DESIGNED TH E - MBV VERO BEACH, 32860 DRAWN SS DATE APRIL2022 ENGINEERING, INC. FX. (772) 778-3617 CHECKED AS MOIA BOWLES VILLAMIZAR R ASSOCIATES MELBOURNE, FL - PH (321) 253-1510 ._ OATE ISSUED CONSULTING ENGINEERING CA f13728 FT. PIERCE, FL - PH (772) 468-9055 A CITY OF SEBASTIAjt5 '• I 0 200 (IN FEET) 4R 1 inch = 200 ft. rf r CHESSER'S GAP PUD - EXISTING (EXISTING PUD DATA PROVIDED BY CITY OF SEBASTIAN - DATED JANUARY 2004) `? PARCEL 1 DESIGNATION: =COMMERCIAL DOLLAR GENERAL ` • ,f• TOTAL AREA: = 1.40 AC MAX. FAR: = 0.50 AC MAX. BUILDING AREA = 0.70 AC a) MIN, OPEN SPACE: = 0.35 AC (25%) r+ PARCEL 2 •ram .• L .. - ! DESIGNATION: • COMMUNITY FACILITIES I COMMERCIAL F USE: = ELICS LODGE $ FUNERAL HOME TOTAL AREA: = 4.00 AC t' MAX, FAR: = O.SO AC a MAX. BUILDING AREA: = 2.00 AC ! L1 1 . - MIN. OPEN SPACE: = 1.00 AC (25%) PARCEL 3 - • �• A 4a DESIGNATION: =COMMERCIAL. RETAIL. COMMUNITY FACILITIES ' USE: =BANK. GROCERY, SPECIALITY RETAIL. SCHOOL, FUTURE ..S - COMMERCIAL --Iz% 14IL� I w� 4. _ TOTAL AREA = 20.60 AC MAX. KAR 0.35 AC 6 MAX. BUIEOIN721G AREA: 7.21 AC 1 MIN. OPEN SPACE = SA5 AC (25%) E PARCEL4 DESIGNATION: = PROFESSIONAL OFFICE, COMMERCIAL, LIGHT INDUSTRIAL -y, USE: = NO EXISTING DEVELOPMENT TOTAL AREA = 9.70 AC it MAX. FAR: • DSO AC MAX. BUILDING AREA = .20 AC � MIN. OPEN SPACE: = .60 AC (26%) 3 ( DESIGNATION: = RESIDENTIAL MULTI -FAMILY (B UNITS l AC) USE = NO EXISTING DEVELOPMENT y,r 1 • TOTAL AREA: = 14.50 AC MAX. FAR . 0,50 AC Jam_ • BUILDING AREA: 7.30 AC MAXMI al � �� OPEN SPACE: 3.63AC(25%) PARCELS DESIGNATION: • PROFESSIONAL OFFICE I COMMERCIAL USE: = NO EXISTING DEVELOPMENT •. .. TOTAL AREA: = 420 AC MAX. FAR - 0.50 AC MAX. BUILDING AREA: = 2.10 AC MIN. OPEN SPACE: = 1.05 AC (26%) PARCEL 7 DESIGNATION' a S. FLEMkNG STREET USE = EXISTING ROAD THOROUGHFARE TOTAL AREA: = 3.70 AC PAVED AREA:=1,10AC iOPEN AREA = 2.60 AC 1. TOTAL SITE AREA: 58.10 AC LESS FLEMING ST. ROW: (-) 3.70 AC NET PUD-O AREA: 54.40 AC �■ ►��� 2. GROSS SITE FLOOR AREA RATIO (FAR): 0.42 _ 3. NET SITE FLOOR AREA RATIO (FART: 0.45 4. MAXIMUM BUILDING AREA: 24.51 AC S. OPEN SPACE AREA:" 16.30 AC S. MAXIMUM BUILDING HEIGHT: 35FT ~oe-, , 7. PARKING: AS SPECIFIED BY CODE AND PREVIOUSLY APPROVED BY THE CITY FOR THE EXISTING DEVELOPED PARCELS. B. PUD DEVELOPMENT DATA DEPICTED ABOVE PURSUANT TO THE 2004 PUD DEVELOPMENT PLAN PROVIDED BY CITY. " OPEN SPACE AREA INCLUDES TOTAL STORMWATER MANAGEMENT AREA AND TOTAL /1 -y GREEN AREAS AND SHALL BE ADEQUATE TO MEET REQUIRED CODES. SHEET CHESSERS GAP EXISTING 2004 CHESSERS GAP PUD EX 1 MULTI -FAMILY DEVELOPMENT PLAN FLORIDA 0AXE 12 Ouse W SOUTHWEST PARCEL KEY MAP N.T.S. PARCEL 7 NORTH UTHEAS� PARCEL 7 I PROPOSED PARK BENCH(TP) — — _ — — — — — — PROPOSED B' STABILIZED WALKING _ IBIKING TRAIL MSnNG STORMWATER —_ _ -- POND �/ J \ _ _ — _ ROB MODIFICATIONS ~ ­EE3EH'i GAP ­111Y .'OH i=HPaE 1 - PR . ]fi � _ � PROPOSED) OBSERVATION PIERBPAVILION `` PROPOSED PARK � 77 BENCH (TYP) i \ PARCEL7 ' `Nz\ I T tl I I I lIr II r: I / r / I � POSEDP' I, (r BENCH ( , � \ , I I 1 I I 1 I Lr I S' STABILIZED ISOUTHWESTI J IIII I // WALKING PATH -•, �.� / _ _ _ CANOE LAUNCHPROPOSED PARK LAUNCH r _ PROPOSED POOL PLAYGROUND I I BENCH (TYP) ` ` GAZEBO ('PROPOSED PARK -_' JOG PARK I I ' I PLAY AREA I BENCH MP) I w AMENRV _ BI'I • WALKING PATH j I( 1 I SOUTHEAST PROPOSED PARK/ PARCEL 7 ._ BENCH (TP) I I- (1.13 AC) — — — — L_ - ------------- —.-- - _ - PROPOSED GAZEBO ?[ ) \ \ / OPEN \ v r PARK o\ f! II 1 I II II I� DOG PARK JF ' S' STABILIZED / WALKUNG PATH \� Fo �TNN NORTH PROPOSED EVENT GAZEBO ell OPEN PARK 1.110, f/ \ `` `FENCE 8 GATE OPEN PARK /� RECREATION AREAS MAP,, N GRAPHIC SCALE - U S(71B0 (IN FEET ) 1 inch= BD IL RECREATION AREA CALCULATION p�jryCELARE �� RUM RE,J/CREATIQJAREA (ACI ECR*TIONAL AREAS PROPOSED PORTS f/ )TIES (COURTS) PJAYPRPYND D99 PARKS WALKING PATHS OFFA PW FAQIJTjp jq}%1WOS / PIERS) POOL REC AREA PONDS (FISHING) (AS!j;�ED @ 40% REC UTILIZATION) SOUTHEAST SOUM)WEST NQ 2.51 10.3 16. OAS 0.95 1.64 SOUTHEAST SOUTHWEST NORTH 0.17 0.05 0.02 0.22 0.10 9,G7 0.42 0.36 940 0.06 0.28 0.66 OFF -SITE RECREATION AREA CALCULATION TOTA16 PARCEL 7 (STORMWATER TRACT) 29.43 PARCEL AREA (AC) 8.37 24)77, RECREATION UTILIZATION (AC) j.35 2.6 4 AMENITIES PROVIDED: -WALKING TRAIL TOTAL -PARK BENCHES DIV-KYAKING AND CANOEING 0.07 -FISHING D.32 -LAKE OBSERVATION PAVILLION 9,49 NOTE: Qlw THOUGH EACH PUD-R PARCEL CONTAINS ITS OWN RECREATION / AMENITY AREA, THE 0.060 RESIDENTS OF THE PARCELS MAY UTILIZE THE AMENITY AREAS OF THE OTHER PARCELS. IT 0.28 IS ALSO NOTED THAT THE STORMWATER TRACTS ADJACENT TO THE DEVELOPMENT WILL 0.66 BE IMPROVED TO OFFER 3.35 AC OF ADDITIONAL RECREATIONAL AMENITY AREA TO THE RESIDENTS AND SURROUNDING NEIGHBORHOODS. 1 I'i I I I Q I �- mtiDsccaivenl � QI I- 40 R a Lu Q z O LLI IY U of 0 O NOT FOR CONSTRUCTION PLAN SHEETS ARE PREUMDLWY ANDFORINFORMAMONONLY. PLANS SHOULD NOT SE USED AS ABASISFORBIDS, CONTRACTOR SHOULD ORDER THE OFFICIAL PLANS FROM THE ENGINEER OF RECORD TO ENSURE THAT ANY ADDENDUMS ARE PROPERLY DISTRIBUTED. PLANS ARE INVALID WITHOUT ENGINEER OF RECORDS SEAL AND SIGNATURE. SHEET CREC I" 22-0097