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Home My WebLink About1997 09 05 Transmittal - Phase I - R-97-53ug City of Sebastian, Florida Subject: Final Plat for Collier Creek Agenda No. ,Q/ Estates, Phase One Department Origin: Community Development Approved for Submittal by: (RM (�,� Date Submitted: September 5, 1997 ///� (� For Agenda of September 10, 1997 Exhibits: Resolution R-97-53, sIff report, final plat EXPENDITURE AMOUNT BUDGETED: APPROPRIATION REQUIRED: None REQUIRED: None None SUMMARY Mr. Harold Adams has applied for approval of the final plat for Collier Creek Estates, Phase One. The City Engineer and the Community Development Director have reviewed the application and recommend approval with conditions. RECOMMENDED ACTION Approve Resolution R-97-53. Community Development Department Final Plat Approval Application - Staff Report 1. Project Name: Collier Creek Estates, Phase One 2. Requested Action: Approval of the Final Plat. 3. Project Location a. Address: b. Legal: A portion of Sebastian Highlands, Unit 16, as recorded in Plat Book 8, Page 45 - 45j, Public Records of Indian River County, Florida, more particularly described as follows: Beginning at the northwest corner of Lot 10, Block 513, of said Sebastian Highlands, Unit 16, also being the point of curvature of a curve concave southeasterly, having a radius of 225 feet and through which a radial line bears east; thence northeasterly 350.88 feet along the arc of said curve through a central angle of 890 21' 03"; thence north 891 21' 03" east along the north line of said subdivision, 1069.92 feet; thence south 000 04' 06" east, along the east line of said subdivision, 657.70 feet; thence south 891 55' 54" west , 79.86 feet; thence north 451 00' 00" west, 154.72 feet, thence south 450 37' 55"west, 160.03 feet; thence north 450 00' 00" west 63.04 feet; thence south 450 00' 00" west, 80.00 feet; thence south 450 35' 29" west, 182.24 feet; thence north 441 00' 37" west 6.61 feet; thence north 900 00' 00" west 753.33 feet to the west line of said subdivision, thence north 000 00' 00" east along said west line, 559.52 feet to the point of beginning. All the above situated in Indian River County, Florida and Containing 20.5 acres. C. Indian River County Parcel Number: 4. Project Owner: Adams & Associates, Developers, Inc. P. O. Box 1047 Sebastian, FL 32958 5. Project Agent: 6. Project Engineer: Mosby and Associates, Inc. 2455 14th Ave. Vero Beach, FL 32960 7. Project Attorney: 8. Project Description: 1 a. Narrative of proposed action: This request is for the final plat approval of Collier Creek Estates, Phase One. The preliminary plat and construction plans were approved by the City Council in January 1997. The applicant has completed the construction of the first phase and has requested approval of the final plat. b. Current Zoning: RS -10 C. Adjacent Properties Zoning Current Land Use Future Land Use North: RS -10 residential LD East: RS -10 vacant LD South: RS -10 vacant (future phases) LD West: RS -10 residential LD d. Site Characteristics (1) Total Acreage: (2) Current Land Use(s): vacant (3) Soil: Immokalee Fine Sand, Myakka Fine Sand (4) Vegetation: pine flat woods (5) Flood Hazard: zone X (6) Water Service: well (7) Sanitary Sewer Service: septic tank (8) Parks: (9) Police/Fire: 9. Comprehensive Plan Consistency a. Future Land Use: consistent b. Traffic Circulation: consistent C. Housing: consistent d. Public Facilities: consistent e. Coastal Management: consistent f. Conservation: consistent `J g. Recreation and Open Space: consistent 10. Contents of Final Plat: a. Name of Subdivision: Collier Creek Estates, Phase One b. Title block: provided C. Legal description: provided d. Index sheet: N/A e. Require Survey Data: I. scale: provided ii. north arrow, bearing or azimuth: provided iii. point of beginning: provided iv. 25" radius at intersections: provided V. adjoining property: provided vi. permanent reference monuments: provided vii. space reserved for use by clerk of the circuit court: provided viii. mathematically close within 0.01 foot: provided ix. vicinity sketch: provided f. Lot and Block identification: provided g. Street Names: provided h. Not -included parcels: N/A I. Right-of-ways and easements: provided j. Restrictions, reservations and restrictive covenants: provided k. Private street and related facilities: provided 1. Certification and approvals: 1. dedications: provided ii. mortgagee's consent and approval: N/A iii. certification of surveyor: provided iv. city engineer: provided V. city attorney: provided vi. mayor and city clerk: provided vii. certification of title: provided viii. instrument prepared by: provided M. Existing or recorded streets: provided 11. Timing of improvements and/or posting of surety: N/A 3 12. Schedule of development phases: N/A 13. Time restriction on development: N/A 14. Submission of final plat: a. statement indicating when improvements will be made: N/A b. fee paid: paid C. check for recording plat with the clerk of the circuit court: not provided d. copy of homeowner's association or condominium documents: provided e. construction of improvements after approval: N/A I. contract ii. guarantees 15. City Engineer's review: 16. City Attorney's review: 17. Other Matters: None 18. Analysis: During the City Engineer's and the Community Development Directors review some minor discrepancies were noted. These were: a. There is a need to install dead end signs and street name signs approved by the city engineer at the intersection of Easy street and Chello Avenue. b. There is a need to construct a barrier at the south end of the temporary cul-de-sac on Easy Street approved by the city engineer. C. There is a need to install guardrails along Easy Street where Easy Street cross the existing ditch north of the subdivision approved by the city engineer. d. There is a need to fix the erosion that has occurred in the roadside swales, prior to the city accepting maintenance of that system. e. There is a need to have the city engineer approve the final thickness and quality of the asphalt. f. There is a need to repaint the stop bars to the required 24 inches. 4 g. The edge of Wimbrow Rd. needs to be repaired and the swale regraded on the south side of Wimbrow Rd. east of Easy Street to the first culvert. h. The radius of the cul-de-sacs needs to be added to the plat. 19. Conclusion: The final plat for Collier Creek Phase One with conditions, is consistent with the Comprehensive Plan, Code of Ordinances, and the Land Development Code. 20. Recommendation: Recommend approval of the Final Plat for Collier Creek Estates, Phase One, prepared by James A. Fowler, dated August 15, 1997 and revised September 2, 1997 with the following conditions: a. That the applicant install dead end signs and street name signs approved by the city engineer at the intersection of easy street and Chello Avenue. b. That the applicant construct a barrier at the south end of the temporary cul-de-sac on Easy Street approved by the city engineer. C. That the applicant install guardrails along Easy Street where Easy Street cross the existing ditch north of the subdivision approved by the city engineer. d. That the applicant fix the erosion that has occurred in the roadside swales, prior to the city accepting maintenance of that system. e. Prior to the acceptance of the roads for maintenance, the city engineer shall approve the final thickness and quality of the asphalt. f. The applicant shall repaint the stop bars to the required 24 inches. g. The applicant shall repair the edge of Wimbrow Rd. needs to be repaired and the swale regraded on the south side of Wimbrow Rd. east of Easy Street to the first culvert. h. The applicant shall add the radius of the cul-de-sacs needs to be added to the plat. PREPARED BY DATE G�