Statura IntelligenceApprove preliminary subdivision plat for three single-family residential lots
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DATE: November 10, 2025 TO: Yocelyn Galiano, ICMA-CM Village Manager FROM: Stephen R. Olmsted, AICP Planning Director RE: Crimson Egret Subdivision; 9300 SW 60 Court, 9315 SW 61 Court, and 9401 SW 61 Court – Preliminary Subdivision Plat PETITION REQUEST Crimson Ibis, LLC (Owner), and Lou Campanile, Jr. (Applicant) are requesting approval of a preliminary subdivision plat (“Crimson…
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DATE: November 10, 2025 TO: Yocelyn Galiano, ICMA-CM Village Manager FROM: Stephen R. Olmsted, AICP Planning Director RE: Crimson Egret Subdivision; 9300 SW 60 Court, 9315 SW 61 Court, and 9401 SW 61 Court – Preliminary Subdivision Plat PETITION REQUEST Crimson Ibis, LLC (Owner), and Lou Campanile, Jr. (Applicant) are requesting approval of a preliminary subdivision plat (“Crimson Egret”) for the for the platting, combination, and division of property for three (3) single-family residential lots. Lot 1 is proposed to be 1.50 acres in net area; Lot 2 is proposed to be 2.17 acres in area, and lot 3 is proposed to be 1.05 acres in net area. OWNER/APPLICANT Crimson Ibis, LLC; Mr. Mav’s Corner, LLC; and Keys Barefoot Beach, LLC (Owners), and Leslie Saiontz, Manager, Crimson Ibis, LLC (Applicant) SITE LOCATION The subject property is located at 9300 SW 60 Court, 9315 SW 61 Court, and 9401 SW 61 Court, Pinecrest, Florida, within the EU-1, Residential Estate zoning district. EXSTING CONDITIONS The proposed plat includes part of the recently approved Crimson Ibis subdivision, and the incorporation of two (2) existing lots located on the east side of SW 61 Court. The subject property is 4.24 acres in area. Individual single-family residences currently exist on Lots 1, 2, and 3 of the subject property. Portions of the existing residence on Lot 3 and a small portion of an existing patio on 1 encroach on to proposed Lot 2. The property owner proposes to build a new home on each of the 3 lots and has indicated that demolition of the existing home on Lot 3 will occur prior to issuance of a certificate of occupancy for the proposed home on Lot 2 to allow compliance with required building setback requirements. Additionally, a portion of the existing residence on Lot 1 encroaches into Lot 1 of the neighboring Crimson Ibis Subdivision, and a portion of the pool deck on Lot 1 encroaches into lot 2. These encroachments will be demolished prior to issuance of a certificate of occupancy for the home under construction on Lot 1 of the neighboring Crimson Ibis plat. PUBLIC COMMENT The Building and Planning Department has not received any correspondence regarding the proposed subdivision plat. PINECREST LAND DEVELOPMENT REGULATIONS The Village’s surveying consultant, Hadonne, has reviewed the proposed preliminary plat and determined that it meets the platting requirements of the Village of Pinecrest, Miami-Dade County, and Florida Statutes. Article 8 of the Pinecrest Land Development Regulations contains standards for the subdivision and platting of property in the Village of Pinecrest. Subject Property County water has been extended to the subject property. Division 8.2, Paragraph (m) requires fire hydrants to be provided and spaced no more than 500 feet apart, and no more than 150 feet to the center of any lot, or “otherwise in compliance with the spacing and installation requirements of the Miami-Dade Fire Rescue Department”. Fire hydrants exist as required and the Miami-Dade Fire Rescue Department will review proposed plans for construction of new homes on the proposed lots. Sewage disposal will occur my means of on-site septic tanks to be installed at the time of construction of new residences following review and approval by the Florida Department of Health. All new utilities will be required to be installed underground and within easements indicated on the final plat. Vehicular access will be provided from SW 60 Court and SW 61 Court. There are currently three (3) existing homes on the subject property that will be replaced on the reconfigured lots within the proposed subdivision. Platting of the property will not result in a greater number of residences or lots than exists today. The proposed subdivision will not have any impact on the adjoining transportation network. The Owner will be required to construct a sidewalk adjacent to each of the proposed lots or pay a fee in lieu of construction at the time of issuance of building permits. The Dimensional Requirements of the EU-1, Residential Estate zoning district are provided for the Village Council’s consideration as follows: a. Minimum lot area: One acre, including one-half of the rights-of-way adjacent to the site. b. Maximum density: One principal dwelling unit per one gross acre. c. Maximum height: Principal use - One-story structure or portion of the structure that is one story: 24 feet to the top of the parapet. If the roof of the one-story structure has a pitch of at least 6/12, then the peak of such roof may be 28 feet in height, provided the height to the top of the tie beam does not exceed 24 feet. Two-story structure or portion of the structure that is two-stories: 35 feet. However, any portion of the building or structure with a flat roof, or sloped roof concealed by a parapet, shall not exceed 28 feet to the top of the roof or 29.5 feet to the top of the parapet. d. Maximum lot coverage: i. Maximum building coverage (inclusive of all structures): 20 percent for 2 story structures; 25 percent for one story structures. ii. Maximum impervious surface ratio: 45 percent. iii. Minimum green space: 55 percent. e. Minimum lot width and street frontage: 125 feet. f. Minimum lot depth: 200 feet. The measurement shall be from the centerline of the abutting front right-of-way. g. Minimum setbacks and maximum floor area ratios: All development must comply with setbacks for wetlands. Also, the following setbacks apply within the EU-1 district: Front: 50 Feet; Rear: 25 feet; Side 20 Feet; Street Side: 30 Feet h. Minimum size living area: 1,800 square feet. All proposed lots meet minimum area and width requirements of the EU-1, Residential Estate zoning district. The following plat restrictions have been included under “Village of Pinecrest Plat Restrictions” on the paper copy of the preliminary plat submitted for the Village Council’s review and approval and will need to be added to the final plat and mylar copy prior to final signatures and release to the applicant for recording: “No buildings or any kind of construction or trees or shrubs shall be placed on easements, rights- of-way, swales or dedications without approval of the administrative official”. “Village of Pinecrest zoning and land development regulations now in effect or as same may be from time to time amended or changed applicable to the area within which this subdivision is located shall be observed”. Existing chain link fences adjacent to SW 60 Court and W 61 Court do not comply with current Village fence requirements and will need to be removed prior to issuance of a temporary or permanent certificate of occupancy. RECOMMENDATION Staff recommends approval of the preliminary subdivision plat subject to the following conditions of approval: 1. Compliance with all requirements of the Village’s Land Development Regulations. 2. Removal of non-conforming chain link fences in compliance with Village requirements prior to issuance of a temporary or permanent certificate of occupancy. 3. Remodeling or demolition of the existing residence on Lot 3, Block 1 to comply with requirements of the Village’s Land Development Regulations prior to issuance of a temporary or permanent certificate of occupancy for a new home on proposed Lot 2. PUBLIC HEARING NOTICE PUBLIC HEARING NOTICE On Tuesday, November 18, 2025, to begin being heard not later than 7:00 p.m., the Village of Pinecrest Zoning Board will conduct the following Public Hearing to be held at the Pinecrest Municipal Center, Council Chamber, 12645 Pinecrest Parkway, Pinecrest, Florida: OWNERS/APPLICANT(S): Crimson Ibis, LLC; Mr. Mav’s Corner, LLC; and Keys Barefoot Beach, LLC (Owners), and Leslie Saiontz, Manager Crimson Ibis, LLC (Applicant). ITEM: Review of a preliminary subdivision plat (“Crimson Egret”). LOCATION: The subject property is located at 9300 SW 60 Court, 9315 SW 61 Court, and 9401 SW 61 Court, Pinecrest, Florida, within the EU-1, Residential Estate zoning district. REQUEST: Approval of a Preliminary subdivision plat (“Crimson Egret”) for the platting, combination, and division of property for three (3) single-family residential lots. Lot 1 is proposed to be 1.50 acres in net area; Lot 2 is proposed to be 2.17 acres in area, and lot 3 is proposed to be 1.05 acres in net area. All interested parties are urged to participate. Live streaming video of the meeting will be available at www.pinecrest-fl.gov/live. If you do not wish to attend the in-person meeting, public comments may be submitted in writing prior to the hearing via e-mail to planning@pinecrest- fl.gov or on ZOOM during the meeting by sending a request to clerk@pinecrest-fl.gov prior to 12:00 Noon on Tuesday, September 9, 2025. For additional information, you may contact the Building and Planning Department by calling (305) 234-2121, via e-mail at planning@pinecrest-fl.gov, or writing to the department at 12645 Pinecrest Parkway, Pinecrest, Florida 33156, where a copy of the application is on file. In accordance with the Americans with Disabilities Act of 1990, all persons with disabilities and who need special accommodations to participate in this meeting because of that disability should contact the Village Clerk at (305) 234-2121 no later than seven (7) business days prior to such proceeding. Should any person decide to appeal any decision of the Village Council with respect to any matter considered at such meeting or hearing, that person will need a record of the proceedings, and for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based (F.S. 286.0105). SUBJECT PROPERTY VILLAGE OF PINECREST CORPORATE LIMITS CITY OF CORAL GABLES CORPORATE LIMITS CITY OF SOUTH MIAMI CORPORATE LIMITS CAMPANILE & ASSOCIATES, INC. ENGINEERS PLANNERS SURVEYORS 3/22/25 5313 SHEET 1 OF 3 TP-2 DRAWING DATE REVISION PROJECT NO. PROFESSIONAL ENGINEER NO. 36762 PROFESSIONAL SURVEYOR & MAPPER NO. 4338 STATE OF FLORIDA LOU CAMPANILE, JR. 6420 MAHI DRIVE CORAL GABLES, FLORIDA 33158-1841 TELEPHONE: (305) 971-1988 LB 1678 CONTACT PERSON: Lou Campanile, Jr. Campanile & Associates, Inc. 6420 Mahi Drive Coral Gables, Florida 33158-1841 Telephone: (305) 971-1988 lou@campanile.net DEVELOPMENT INFORMATION LOT DEVELOPMENT TYPE I certify that the attached Tentative Plat, and legal descriptions associated therewith, comply with all applicable requirements of Chapter 28, Subdivision Code of Miami-Dade County, Florida. LOT AREA (SF) TENTATIVE PLAT for NORTH LOCATION MAP 1" = 300' S.W. 96th STREET S.W. 88th STREET (KENDALL DRIVE) S.W. 60th COURT CRIMSON EGRET SUBDIVISION NORTHEAST ¼, SECTION 1, TOWNSHIP 55 SOUTH, RANGE 40 EAST, VILLAGE OF PINECREST, MIAMI-DADE COUNTY, FLORIDA MIAMI-DADE COUNTY, FLORIDA VILLAGE OF PINECREST 11/10/25 1 65,245 2 SINGLE FAMILY RESIDENCE 94,692 SINGLE FAMILY RESIDENCE SURVEYOR'S NOTES: 1. The subject property lies in Section 1, Township 55 South, Range 40 East, Miami-Dade County, Florida. 2. Bearings and North Arrow are based upon the Miami-Dade County Township Map, Section 1, Township 55 South, Range 40 East; the South line of the Northeast 1/4 of Section 1 is shown as N8757'33"E on said map. 3. SET PIPE denotes set 1/2"Ø iron pipe and cap stamped "C&A, Inc. LB-1678". 4. SET PRM denotes set Permanent Reference Monument in accordance with the requirements of Chapter 177 (PART 1), Florida Statutes. In the case of this survey, set PRM's are brass disks set in concrete with a brass disk stamped: C&A INC LB-1678. 5. SET N&D denotes set nail and disk with the disk stamped C&A INC LB-1678. 6. Area of Property = 205,671± square feet (4.722± acres), more or less. 7. Recording references are to the Public Records of Miami-Dade County, Florida. 8. Underground utilities were not investigated. Only visible utilities have been located unless otherwise shown. 9. This survey meets the Standards of Practice per Chapter 5J-17, Florida Administrative Code, pursuant to
027, Florida Statutes. 10. Elevations are based upon National Geodetic Vertical Datum of 1929 (NGVD29) and are referenced to Miami-Dade County Benchmark "SC-38", elevation 10.40 feet (NGVD29) and Benchmark "SC-38A", elevation 10.52 feet (NGVD29). 11. According to the National Flood Program's Flood Insurance Rate Map Number 12086C, Panel 0466, Suffix "L", as revised 9-11-2009, Community Number 120425 (Village of Pinecrest, Florida), this property lies in Flood Zone "X", areas determined to be of 0.2% annual chance flood. 12. Date of survey/latest revision represents most recent date survey field work was performed, which is not necessarily the same date as survey issuance. 13. Horizontal accuracy is measured to the nearest 1/100th of a foot (0.01') utilizing in this case traditional horizontal measuring (total-station transiting). Horizontal calculations are based upon existing horizontal control deemed to be original platted control as well as subsequently placed horizontal control, all as shown hereon. 14. Vertical accuracy is measured to the nearest 1/100th of a foot (0.01'), utilizing, in this case, traditional vertical measuring (vertical leveling). 15. The purpose of this survey is for platting of the surveyed project. This is a Boundary and Topographic survey. 16. FOUND N&D denotes found nail and disk, disk illegible unless otherwise noted. 17. Legal description obtained from vesting deeds, Official Records Book 28055, Page 142, Official Records Book 30682, Page 1259, and Official Records Book 31881, Page 1387. 18. Trees below 3" caliper at breast height are not shown. 19. The Miami-Dade County Flood Criteria Elevation for the subject property = 10.0' NGVD. 20. The Folio Numbers for the subject property are: 20-5001-000-0170 (Crimson Ibis, LLC), 20-5001-000-0160 (Keys Barefoot Beach, LLC), and 20-5001-000-0180 (Mr. Mav's Corner LLC). 21. The subject property is zoned EU-1 (Village of Pinecrest). 22. This Tentative Plat contains 3 sheets and is not complete without all 3 sheets. 23. No buildings or any kind of construction or trees or shrubs shall be placed on easements, rights-of-way, swales or dedications without approval of the Village administrative official. 24. Village of Pinecrest zoning and land development regulations now in effect, or as same may be from time to time amended or changed, applicable to the area within which this subdivision is located, shall be observed. 25. All new utilities shall be located underground. S.W. 57th AVENUE (RED ROAD) EAST LINE, SW 1/4, NE 1/4, SECTION 1-55-40 NORTH LINE, SW 1/4, NE 1/4, SECTION 1-55-40 WEST LINE, NE 1/4, SECTION 1-55-40 NORTH LINE, NE 1/4, SECTION 1-55-40 EAST LINE, NE 1/4, SECTION 1-55-40 SOUTH LINE, NE 1/4, SECTION 1-55-40 VILLAGE OF PINECREST EU-1 ZONING REQUIRED SETBACKS & FLOOR AREA RATIO (F.A.R.): 3 45,745 SINGLE FAMILY RESIDENCE CRIMSON EGRET SUBDIVISION 9/10/25 10/7/25 10/26/25 CRIMSON IBIS, LLC, KEYS BAREFOOT BEACH, LLC, & MR. MAV'S CORNER LLC I S T E R E D G E R S U R V E Y O R # 4 3 3 8 2 6 7 6 3 # R E E N I G N E * * I A D R O L F . R J , E L I N A P M A C U O L STATE OF This item has been digitally signed and sealed by Lou Campanile, Jr., P.E., P.L.S., on the date and time shown in his digital signature. Printed copies of this document are not considered signed and sealed and the digital signature must be verified on any electronic copies. LEGAL DESCRIPTION (PARCEL 1) FROM THE NORTHWEST CORNER OF THE SE 1 4 OF THE N.W. 1 4 OF THE S.W. 1 4 OF THE N.E. 1 4 OF SECTION 1, TOWNSHIP 55 SOUTH, RANGE 40 EAST, RUN EASTERLY ALONG THE NORTHERLY LINE OF SAID S.E. 1 4 OF N.W. 1 4 OF S.W. 1 4 OF N.E. 1 4 OF SECTION 1, A DISTANCE OF 25 FEET FOR A POINT OF BEGINNING, SAID POINT OF BEGINNING BEING ON THE EASTERLY SIDELINE OF S.W. 61 COURT, FROM SAID POINT OF BEGINNING CONTINUE EASTERLY ALONG SAID NORTHERLY LINE OF S.E. 1 4 OF N.W. 1 4 OF S.W. 1 4 OF N.E. 1 4 OF SECTION 1, A DISTANCE OF 175 FEET TO A POINT THENCE RUN SOUTHERLY ALONG A LINE PARALLEL TO THE WESTERLY LINE OF SAID S.E. 1 4 OF N.W. 1 4 OF S.W. 1 4 OF N.E. 1 4 OF SECTION 1, A DISTANCE OF 305.24 FEET TO A POINT THENCE RUN WESTERLY A DISTANCE OF 175 FEET TO A POINT ON THE EASTERLY SIDELINE OF SAID S.W. 61 COURT, WHICH POINT IS 305.10 FEET SOUTH OF THE POB THENCE RUN NORTHERLY ALONG THE EASTERLY SIDELINE OF S.W. 61 COURT WHICH SIDELINE IS PARALLEL TO AND 25 FEET EASTERLY OF THE WESTERLY LINE OF SAID S.E. 1 4 OF N.W. 1 4 OF S.W. 1 4 OF N.E. 1 4 OF SECTION 1, A DISTANCE OF 305.10 FEET TO THE POINT OF BEGINNING. AND (PARCEL 2) COMMENCE AT THE NORTHWEST CORNER OF THE S.E. 1 4 OF THE N.W. 1 4 OF THE S.W. 1 4 OF THE N.E. 1 4 OF SECTION 1, TOWNSHIP 55 SOUTH, RANGE 40 EAST THENCE EASTERLY ALONG THE NORTHERLY LINE OF THE S.E. 1 4 OF THE N.W. 1 4 OF THE S.W. 1 4 OF THE N.E. 1 4 OF SECTION 1, A DISTANCE OF 25 FEET TO A POINT THENCE SOUTHERLY PARALLEL TO THE WESTERLY LINE OF SAID S.E. 1 4 OF THE N.W. 1 4 OF THE S.W. 1 4 OF THE N.E. ¼ OF SECTION 1, A DISTANCE OF 305.10 FEET TO THE POINT OF BEGINNING THENCE EASTERLY A DISTANCE OF 175 FEET TO A POINT THENCE SOUTHERLY PARALLEL TO THE WESTERLY LINE OF THE S.E. 1 4 OF THE N.W. 1 4 OF THE S.W. 1 4 OF THE N.E. 1 4 AND PARALLEL TO THE WESTERLY LINE OF THE N.E. 1 4 OF THE S.W. 1 4 OF THE S.W. 1 4 OF THE N.E. 1 4 TO A POINT LOCATED ON THE NORTHERLY LINE OF THE SOUTH 143 FEET OF THE N.E. 1 4 OF THE S.W. 1 4 OF THE S.W. 1 4 OF THE N.E. 1 4 OF SAID SECTION 1 THENCE WESTERLY ALONG THE NORTHERLY LINE OF THE SOUTH 143 FEET OF THE N.E. 1 4 OF THE S.W. 1 4 OF THE S.W. 1 4 OF THE N.E. 1 4 OF SAID SECTION 1, A DISTANCE OF 175 FEET TO A POINT THENCE NORTHERLY PARALLEL TO AND 25 FEET EASTERLY OF THE WESTERLY LINE OF THE N.E. 1 4 OF THE S.W. 1 4 OF THE S.W. 1 4 OF THE N.E. 1 4 OF SAID SECTION 1 AND THE NORTHERLY E;TENSION THEREOF, A DISTANCE OF 218.22 FEET TO THE POINT OF BEGINNING. AND LOT 2, BLOCK 1, CRIMSON IBIS SUBDIVISION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 179, AT PAGE 8, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA S.W. 61st COURT MANGO DATE PALM WASHINGTONIAN PALM ALEXANDER PALM PYGMY DATE PALM FICUS/BANYAN COCONUT PALM LIVE OAK BOTTLE PALM POINCIANA GUMBO LIMBO BISMARCK PALM BOTTLE BRUSH THATCH PALM MACARTHUR PALM TRAVELERS PALM CHRISTMAS PALM MEXICAN FAN PALM TABEBUIA ARECA PALM SABAL PALM SOLITAIRE PALM FISHTAIL PALM PONYTAIL PALM UNIDENTIFIED TREE SYMBOL LEGEND: ROYAL PALM HIBISCUS PALM [UNKNOWN TYPE] SAPODILLA FIG QUEEN PALM TROPICAL ALMOND WILD ORCHID AVOCADO POWDERPUFF PIGEON PLUM STRAWBERRY GUAVA PITCH APPLE SCHEFFLERA CHINESE FLAME LYSILOMA SILVER BUTTONWOOD SAGO PALM CORKSCREW PINE LIME CHINESE FAN PALM SOURSOP AFRICAN TULIP YELLOW FLAME JAPANESE FERN FALSE ASHOKA NOTES: 1. DIAMETER = DIAMETER AT BREAST HEIGHT. 2. TREE DIAMETER, HEIGHT & SPREAD ARE AS OF OCTOBER, 2025. 3. TREES NOTED WITH AN ASTERIK (*) ARE NOT ON THE SUBJECT PROPERTY. 4. [X] DENOTES THE NUMBER OF TREES/PALMS AT THAT PARTICULAR LOCATION. CAMPANILE & ASSOCIATES, INC. ENGINEERS PLANNERS SURVEYORS 1/17/22 5313 SHEET 2 OF 3 TP-2 DRAWING DATE REVISION PROJECT NO. PROFESSIONAL ENGINEER NO. 36762 PROFESSIONAL SURVEYOR & MAPPER NO. 4338 STATE OF FLORIDA LOU CAMPANILE, JR. 6420 MAHI DRIVE CORAL GABLES, FLORIDA 33158-1841 TELEPHONE: (305) 971-1988 LB 1678 CONTACT PERSON: Lou Campanile, Jr. Campanile & Associates, Inc. 6420 Mahi Drive Coral Gables, Florida 33158-1841 Telephone: (305) 971-1988 lou@campanile.net I certify that the attached Tentative Plat, and legal descriptions associated therewith, comply with all applicable requirements of Chapter 28, Subdivision Code of Miami-Dade County, Florida. TENTATIVE PLAT for 11/10/25 MIAMI-DADE COUNTY, FLORIDA VILLAGE OF PINECREST 9/10/25 10/26/25 CRIMSON EGRET SUBDIVISION CRIMSON IBIS, LLC, KEYS BAREFOOT BEACH, LLC, & MR. MAV'S CORNER LLC X X X X X X X X X X X POOL X X 22.0' 12.1' 21.9' 12.3' GATE COVERED T 35.1' 23.1' 9.5' 17.9' 23.1' 1.9' 17.9' 80.5' 13.7' 18.0' 39.4' 15.9' 22.6' 6.6' 13.6' 6.6' 8.7' 16.0' 15.3' 9.6' 17.1' 9.7' 18.0' 1.3' ONE-STORY CBS RESIDENCE #9300, LFFE=11.48 (NGVD29) COVERED X X X X X X X X X X X X X X X X X X X X X X X X // // // // // // // // X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X // // X X X X X X X X X X X X X X X X X X X X X X X X X X X X O/W O/W X X X X X 9.9 9.9 10.2 10.0 10.3 10.5 10.5 11.50 10.87 11.27 10.48 10.40 10.68 10.61 10.9 10.5 11.1 10.4 10.8 10.68 10.62 10.40 10.1 10.6 11.48 11.25 11.65 11.37 10.7 10.7 11.00 10.8 10.8 11.26 11.22 10.4 12.8 10.4 10.6 10.48 X O/W O/W O/W O/W O/W O/W O/W O/W O/W O/W O/W O/W O/W O/W O/W 45 6789 10 11 12 16 15 1314 17 18 19 20 21 22 3 206 205 23 25 24 26 27 28 29 31 30 34 33 32 35 36 37 38 39 40 42 43 44 45 41 46 52 50 62 65 53 77 78 79 80 140 130 131 133 134 135 136 138 139 149 152 154 155 156 157 153 159 160 164 165 166 167 170 171 172 168 173 174 177 179 180 181 182 185 187 192 193 196 198 197 199 201 202 203 204 2 132 61 60 56 O/W O/W O/W 158 186 207 HB HB HB HB HB HB HB 208 25' R/W 25' R/W 25' R/W 25' R/W 60th HB CR CL CL GAS 10.6 10.2 11.0 10.6 10.4 10.6 9.9 10.3 10.6 10.5 10.7 10.4 10.7 10.4 10.5 10.5 10.5 10.8 10.6 10.64 10.50 10.89 10.77 10.67 10.55 10.76 10.60 10.90 10.9 212 211 210 209 231 216 214 215 213 226 224 227 P/E P/E SOUTH COLONY ESTATES PB 49, PG. 23 LOT 4 LOT 3 LOT 2 LOT 6 LOT 1, BLOCK 1 D & E SUBDIVISION PB 130, PG. 2 LOT 2, BLOCK 1 D & E SUBDIVISION PB 130, PG. 2 LOT 5 NOT SUBDIVIDED NOT SUBDIVIDED STATUE 10' X X X X X X X X 23.7' 20.3' 14.7' 10.6' 31.5' 12.6' 15.9' 6.5' 16.9' 15.5' 9.3' 7.6' 5.8' 19.1' 7.1' 14.2' 21.5' 39.4' 5.0' 18.9' 13.0' 4.9' 35.0' 6.6' X X X X X X X X X 101.3' 27.2' 18.2' 9.9' 34.5' 9.9' 2.0' 7.0' 2.0' 10.0' 11.2' 42.7' 54.5' 5.5' 11.5' 0.5' 10.2' 6.0' 12.4' 5.7' 6.8' 5.7' 21.5' 20.1' 15.1' 14.2' 13.4' 7.5' GATE 95.5' 85.4' 58.6' (SINGLE STORY PORTION) CHIMNEY 10.4 10.39 10.98 10.54 10.65 10.77 10.57 10.68 12.26 38.97 10.6 10.09 10.47 10.3 10.6 11.16 10.74 // // // // // // // // // // O/W O/W O/W O/W O/W O/W O/W O/W O/W O/W O/W O/W X X X X X X X X X X X X X O/W // // // // // // // // 10.26 CL CL CL SW 25' R/W 25' R/W 25' R/W 25' R/W ONE-STORY CBS RESIDENCE #9315 LFFE = 11.44 (NGVD29) GARAGE FFE = 10.30 (NGVD29) G G 72.5' 60.7' X X X X X X X X X X X X X 163.9' NOT SUBDIVIDED 1 & 2 STORY FRAME RESIDENCE #9401 LFFE = 11.38 (NGVD29) (SECOND STORY PORTION) ELEC. PNL. COURT B B W 25' R/W 25' R/W N87°48'36"E 25.00' (M) EASTERLY 25.00' (D) T CONCRETE COLUMN WELL WELL COLUMNS S87°54'36"W 25.00' 9.98 9.98 15.5' 19.6' CONCRETE COLUMN 2' HIGH KEYSTONE CLAD CONCRETE WALL CONCRETE COLUMN STEPS ROOF OVERHANG 7' HIGH CONCRETE WALL GATE 2' HIGH METAL RAIL FENCE 9.98 T 10.01 10.5 10.1 10.2 10.2 9.9 10.5 10.1 10.0 10.0 10.1 10.3 10.3 10.0 10.2 10.5 10.5 10.5 10.1 10.5 10.4 10.6 10.3 10.2 11.0 13.0 10.9 11.1 10.5 10.4 10.5 10.4 10.7 10.53 10.91 10.52 10.77 10.85 10.70 10.53 10.85 10.87 10.59 10.88 10.67 10.87 10.57 10.91 10.85 10.4 10.0 10.1 10.0 10.4 10.5 10.8 10.0 10.2 W W 9.9 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EXISTING 61st N87°51'31"E 25.00' NOT SUBDIVIDED NOT SUBDIVIDED NOT SUBDIVIDED NOT SUBDIVIDED WEST LINE, SE 1/4, NW 1/4, SW 1/4, NE 1/4, SECTION 1-55-40 (WEST LINE, NE 1/4, SW 1/4, SW 1/4, NE 1/4, SECTION 1-55-40) WOOD POST NORTH LINE, SE 1/4, NW 1/4, SW 1/4, NE 1/4, SECTION 1-55-40 4' CLF 4' WF 4' CLF 4' CLF 4' CLF 4' WF 6' CLF 6' CLF EXISTING FPL EASEMENT PER O.R.B. 31633, PG. 3978 10' CARD READER (ENTRANCE GATE) 6' TEMPORARY CONSTRUCTION CLF SET N&D 4' CLF 4' CLF 4' CLF 4' CLF X // // // 59 150 175 240 243242 241 254 244 245 246 247 248 250 252 253 255 256 257 261 262263 264 265 266 267 268 269 270 271 272 273 274 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 295 294 296 297 298 299 300 301 302 303 304 305 309 310 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 335 334 336 337 338 339 340 341 342 343 344 345 346 347 348 349 352 353 354 355 356 357 358 359 360361 365 366 367 1 ONE STORY CBS STRUCTURE (UNDER CONSTRUCTION) FFE = 11.23 (NGVD 29) ROOF RIDGE ELEVATION = 26.00 (NGVD 29) TWO STORY CBS STRUCTURE (UNDER CONSTRUCTION) FFE = 11.59 (NGVD 29) ROOF RIDGE ELEVATION = 39.12 (NGVD 29) 9.7 X X X X X X X X X X X X X X X X X X X 9.8 9.9 10.3 10.0 EXISTING CBS STEM WALL [POOL DECK PERIMETER] (UNDER CONSTRUCTION) X X X X X X X X X X X X X X X X 6' TEMPORARY CONSTRUCTION CLF GATE FRONT PORCH CONCRETE SLAB (UNDER CONSTRUCTION) COLUMN (UNDER CONSTRUCTION) (TYPICAL) COLUMN (UNDER CONSTRUCTION) (TYPICAL) COLUMN (UNDER CONSTRUCTION) (TYPICAL) 20.0' 20.0' 20.0' 20.0' 71.2' 44.7' 15.6' 15' 26.3' 46' 4' 12.6' 5.8' 10.3' 5.8' 12.6' 4' 11.40 17.5' 11.26 82.4' 56.5' 46' 43.8' 13.1' 40.0' 20.8' 11.7' 3' 28.3' 23.8' TWO STORY CBS RESIDENCE FFE = 11.59 (NGVD 29) (UNDER CONSTRUCTION) CONCRETE PATIO SLAB (UNDER CONSTRUCTION) 26.0' ONE STORY CBS STRUCTURE (UNDER CONSTRUCTION) FFE = 11.55 (NGVD 29) ROOF RIDGE ELEVATION = 24.80 (NGVD 29) 10.0' 10.0' 26.0' 25.8' 78.0' 67.0' 20.7' 110.8' 42.3' 23.5' ROOF RIDGE ELEVATION = 46.49 (NGVD 29) 105.1' 50.1' 20.8' 43.3' SET N&D SW COURT 20.0' POOL (UNDER CONSTRUCTION) IRRIGATION PUMP 6' TEMPORARY CONSTRUCTION CLF // // ECS ECS CATV GATE GENERATOR SLAB ELEVATION = 11.59 (NGVD 29) 12.3' LOT 2, BLOCK 1, CRIMSON IBIS SUBDIVISION PB 179, PG. 8 LOT 2, BLOCK 1, CRIMSON IBIS SUBDIVISION PB 179, PG. 8 LOT 1, BLOCK 1 CRIMSON IBIS SUBDIVISION PB 179, PG. 8 EAST LINE, W 200', W 1/2, W 1/2, SW 1/4, NE 1/4, SECTION 1-55-40 & WEST LINE, LOT 2, BLOCK 1, CRIMSON IBIS SUBDIVISION (PB 179, PG. 8) 160.0' LOT 2, BLOCK 1, CRIMSON IBIS SUBDIVISION PB 179, PG. 8 LOT 2, BLOCK 1, CRIMSON IBIS SUBDIVISION PB 179, PG. 8 LOT 2, BLOCK 1, CRIMSON IBIS SUBDIVISION PB 179, PG. 8 0.74' 315 54 401 146 145144 143 142 141 137 58 81 55 190 189 188 184 393 394 161 151 148 147 397 372 373 374 375 376 377 378 379 380 381 382 383 384 398 X 183 178 176 395 396 275 388 387 386 385 400 XXX LEGEND EXISTING CONCRETE EXISTING ASPHALT PAVEMENT EXISTING KEYSTONE EXISTING ELECTRICAL TRANSFORMER & SLAB 11.09 X X // EXISTING FLAGSTONE EXISTING BRICK PAVERS EXISTING WOOD UTILITY POLE EXISTING CBS WALL EXISTING TREE (SEE TREE LEGEND) EXISTING ELEVATION (NGVD) CENTERLINE EXISTING OVERHEAD UTILITY WIRES EXISTING CHAIN LINK FENCE EXISTING WIRE FENCE CHAIN LINK FENCE TYPICAL RIGHT-OF-WAY IDENTIFICATION PLAT BOOK T CLF TYP. R/W ID PB PG. PAGE NUMBER OFFICIAL RECORDS BOOK CONCRETE BLOCK & STUCCO FINISH FLOOR ELEVATION LICENSED SURVEYING BUSINESS NO. O.R.B. CBS FFE LB LOWEST FINISH FLOOR ELEVATION LFFE EXISTING MAILBOX EXISTING GUY WIRE & ANCHOR HB EXISTING HOSE BIB EXISTING POOL EQUIPMENT & SLAB EXISTING AIR CONDITIONING CONDENSER & SLAB CL WIRE FENCE WF EXISTING TILED AREA EXISTING GAS METER GAS P/E A/C EXISTING POOL (WATER) PRM PERMANENT REFERENCE MONUMENT POB POC POINT OF BEGINNING POINT OF COMMENCEMENT M MEASURED R RECORD TENTATIVE PLAT BOUNDARY PROPOSED LOT LINE 1 inch = 30 feet ( IN FEET ) GRAPHIC SCALE 30 NORTH CAMPANILE & ASSOCIATES, INC. ENGINEERS PLANNERS SURVEYORS 1/17/22 5313 SHEET 3 OF 3 TP-2 DRAWING DATE REVISION PROJECT NO. PROFESSIONAL ENGINEER NO. 36762 PROFESSIONAL SURVEYOR & MAPPER NO. 4338 STATE OF FLORIDA LOU CAMPANILE, JR. 6420 MAHI DRIVE CORAL GABLES, FLORIDA 33158-1841 TELEPHONE: (305) 971-1988 LB 1678 CONTACT PERSON: Lou Campanile, Jr. Campanile & Associates, Inc. 6420 Mahi Drive Coral Gables, Florida 33158-1841 Telephone: (305) 971-1988 lou@campanile.net 10/26/25 I certify that the attached Tentative Plat, and legal descriptions associated therewith, comply with all applicable requirements of Chapter 28, Subdivision Code of Miami-Dade County, Florida. TENTATIVE PLAT for 11/10/25 45 150 90 60 0 SET N&D CL SW 96th STREET SOUTH LINE, NE 1/4, SECTION 1-55-40 SOUTHWEST CORNER, NE 1/4, SECTION 1-55-40 FOUND 1" PIPE IN ASPHALT CUT-OUT (NO ID) N87°57'33"E 661.17' N2°13'17"W 619.75' N2°13'17"W 190.73' N87°53'49"E 305.58' N87°54'36"E 305.57' ONE STORY CBS STRUCTURE FFE = 11.00 NGVD CBS WALL (TYP.) 22' UTILITY EASEMENT PER PB 130, PG. 2 5' UTILITY EASEMENT PER PB 130, PG. 2 330.60' SOUTHEAST CORNER, SW 1/4, NE 1/4, SECTION 1-55-40 SOUTHWEST CORNER, E 1/2, E 1/2, SW 1/4, NE 1/4, SECTION 1-55-40 (FOUND ½"Ø PIPE IN ASPHALT CUT-OUT) WEST LINE, E 1/2, E 1/2, SW 1/4, NE 1/4, SECTION 1-55-40 NORTH LINE, SE 1/4, NW 1/4, SW 1/4, NE 1/4, SECTION 1-55-40 WEST LINE, NE 1/4, SW 1/4, SW 1/4, NE 1/4, SECTION 1-55-40 NORTH LINE, S 143', NE 1/4, SW 1/4, SW 1/4, NE 1/4, SECTION 1-55-40 6' CLF TRANSITION FROM 6' CLF TO 4' CLF 6' CLF 4' CLF 6' CLF 4' CLF 4' CLF 0.6' 1.0' 0.13' 0.88' 0.9' 1.28' 0.5' 0.57' 0.6' 0.06' 1.13' 0.08' 0.2' 0.52' 0.3' 0.5' 0.25' 75.8' 206.7' 12.7' MIAMI-DADE COUNTY, FLORIDA VILLAGE OF PINECREST S2°12'56"E 190.71' S87°48'36"W 371.25' 190.71' 371.23' NORTH LINE, SOUTH 286 FEET, NW 1/4, SE 1/4, SW 1/4, NE 1/4, SECTION 1-55-40 FOUND½"Ø IRON REBAR (NO CAP) (PIPE SLIGHTLY BENT) (POB PARCEL 1) SOUTHWEST CORNER, SE1/4, NW 1/4, SW 1/4, NE 1/4, SECTION 1-55-40 FOUND NAIL (NO ID) 330.61' SET PRM N2°13'17W 2.00' FROM ACTUAL CORNER DUE TO OBSTRUCTION SET PIPE SET N&D FOUND½"Ø REBAR (NO CAP) 0.2' EAST NOT A PART N87°48'36"E 239.87' N2°13'17"W S87°48'36"W 239.87' S87°48'36"W 264.87' 40.70' N87°53'49"E 17.23' 142.95' S2°13'04'E 160.18' S2°13'04'E 172.96' 190.71' N2°13'00'W 523.37' (M) 523.32'(R) 332.66' 190.71' (1.50±ACRES) BLOCK 1 PROPOSED LOT 1, BLOCK 1 BLOCK 1 PROPOSED LOT 2, PROPOSED LOT 3, (2.17±ACRES) (1.05±ACRES) N2°13'00"W 523.33' N2°13'00"W 476.16' 190.73' 25.00' 25.01' 25.02' 9/10/25 10/7/25 CRIMSON EGRET SUBDIVISION CRIMSON IBIS, LLC, KEYS BAREFOOT BEACH, LLC, & MR. MAV'S CORNER LLC LIMITS OF THIS TENTATIVE PLAT LIMITS OF THIS TENTATIVE PLAT LIMITS OF THIS TENTATIVE PLAT LIMITS OF THIS TENTATIVE PLAT LIMITS OF THIS TENTATIVE PLAT LIMITS OF THIS TENTATIVE PLAT LIMITS OF THIS TENTATIVE PLAT LIMITS OF THIS TENTATIVE PLAT SET PRM SET PRM SET PRM SET PRM SET PIPE POC, NORTHWEST CORNER, SE 1/4, NW 1/4, SW 1/4, NE 1/4, SECTION 1-55-40 305.10' 218.22' 175.00' S87°51'31"W 175.00' (M) WESTERLY 175.00' (R) S2°12'56"E 305.24' (M) SOUTHERLY 305.24' (R) 346.25' 175.00' 218.44' PARCEL LEGEND (SEE LEGAL DESCRIPTION): = PARCEL 1 = PARCEL 2 (POB PARCEL 2)
Official documents
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